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SOUTHERN PALLADIUM LIMITED - Bengwenyama drilling and PFS progress update: Combined PGE Mineral Resource now totals 25.1Moz (7E basis)

Release Date: 10/07/2023 09:56
Code(s): SDL     PDF:  
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Bengwenyama drilling and PFS progress update: Combined PGE Mineral Resource now totals 25.1Moz (7E basis)

Southern Palladium Limited
Incorporated in the Commonwealth of Australia
Australian Company Number 646 391 899
ASX share code: SPD
JSE share code: SDL
ISIN AU0000220808
(“Southern Palladium” or “the Company”)


Bengwenyama drilling and PFS progress update: Combined PGE Mineral Resource now totals
25.1Moz (7E basis)


Highlights:

• Over 13,000 metres of drilling has been completed at the Bengwenyama project, including 47
  drillholes and 13 deflections.
• Drilling has been highly successful with only two UG2 intersections being faulted and three
  intersecting potholes, while in the case of the Merensky Reef (MR) only two drillholes were faulted.
• Drilling has also identified a new UG2 discovery, the Far East Block.
• Drilling overall is progressing well with five drill rigs currently drilling and a sixth drill rig is scheduled
  to arrive within the next few weeks.
• The total Mineral Resource (Indicated and Inferred) for the project has now increased from a
  3PGE+Au Inferred Resource of 18.80Moz to a 6PGE+Au Indicated and Inferred Resource of 25.12Moz,
  an increase of 34% since drilling began.
• Limited drill testing of two potentially economic chromite seams in the “Dome” block. Two drillholes
  intersected both the LG6 and LG6A chromitite seams.
• Drilling is now focused on the UG2 Payback Area as part of confirming the mine planning areas to be
  further evaluated in detail as part of the Prefeasibility Study (PFS)
• Metallurgical and geotechnical test work and studies are both underway as part of the PFS.
• The Mining Right Application remains on schedule for submission in Q3 CY2023.

Southern Palladium (ASX:SPD and JSE:SDL), ‘Southern Palladium’ or ‘the Company’) is pleased to update
investors on the on-going exploration programme and PFS work now underway at the Bengwenyama
project. The company also announces its first interim combined Mineral Resource update for the MR and
UG2 at the Bengwenyama Platinum Group Metal (PGM) project, located on the Eastern Limb of the world
class Bushveld Complex, South Africa.

The total Mineral Resource (Indicated and Inferred) for the project has now increased from a 3PGE+Au
Inferred Resource of 18.80Moz to a 6PGE+Au Indicated and Inferred Resource of 25.12Moz, comprising
5.11Moz Indicated and 20.01Moz Inferred – an overall increase of 34% since drilling began. These Mineral
Resources include 14.62Moz indicated and inferred for the UG2 reef as shown in Table 1 below (also refer
ASX Announcement 30 May 2023).

Managing Director Johan Odendaal, said: “We are pleased to report the interim Mineral Resource update
for the shallower Merensky Reef at Bengwenyama which, in combination with the UG2 has contributed to
an impressive increase in the broader resource compared to the figures presented in Southern Palladium’s
2022 IPO prospectus. The combined Mineral Resource presented today clearly illustrated the broader
potential of the project, with prospective mineralisation in both the UG2 and the shallower Merensky Reef.
Near-term, the drill program will continue to focus on the defined UG2 Payback Area – the shallow eastern
portion of the Bengwenyama project which has been assessed as the approximate resource quantum for
the UG2 Reef that can achieve capital payback of the project.

                                                                                                            
Exploration Update

Figure 1 is a summary of the drilling status showing the completed drillholes, drillholes in progress,
historical Nkwe drillholes and the larger remaining drilling programme.

To date 13,776m of drilling has been completed from 47 drillholes (of which five are in progress) and 13
deflections. The success rate of the drilling has been pleasing with only two UG2 intersections being
faulted and three intersecting potholes, while in the case of the MR only two drillholes were faulted.

Drilling is still focused on the UG2 Payback Area (refer ASX Announcement 30 May 2023) and is progressing
well with all five drill rigs currently drilling within the Payback Area (Figure 1).

Figure 1: Drilling Programme Status

The current focus is to convert the UG2 Payback Area to Indicated Mineral Resource status and then move
the drill rigs to areas surrounding the Payback Area and the Horst blocks to the west. There is limited
information on the geological structure within the Southern Horst Block (mainly historical collars only)
and it is important to improve the understanding of the geological structure in this area. Drilling is
expected to commence within 3 to 4 weeks.

A sixth drill rig is scheduled to be on site in late-July / early-August.

Assays are awaited for 15 drillholes. These are expected to start being reported in a week, and all should
be available by early August.

                                                                                                     
Prefeasibiity (PFS) study

Metallurgical test work for the UG2 reef is in progress. Previous metallurgical and process recoveries
assumed in the Scoping Study were based on the fact that the mineralisation appears to be very similar
to that mined nearby in operating mines along strike to the north and south of Bengwenyama. The sample
is a composite of five core samples from four drillholes and has been submitted to SGS in Randfontein,
South Africa. The test work comprises flotation efficiency test work (MF2 testing) and bond ball mill work
index determinations.

Geotechnical study-work has commenced and will provide the basis of detailed mine-designs and planning
for the PFS. Open House Management Solutions (Pty) Ltd has been appointed to complete the
geotechnical study for the PFS. They are completing the geotechnical logging and rock mass classification
for the high-level design criteria and stress modelling. Core samples have been sent to Rocklab Rock
Mechanics in Pretoria, South Africa where Uniaxial Compressive Strength (UCS), Triaxial Compressive
Strength (TCS), Base Friction Angle and Brazilian Tensile Strength tests will be undertaken. The results are
expected by mid July.

Mineral Resource Update

The Phase 1a drilling programme was focused on the shallow UG2 reef which resulted in a significantly
higher total Mineral Resource (refer ASX Announcement 30 May 2023).

The drilling programme also intersected the Merensky Reef (MR) approximately 260m above the UG2
reef. These drillholes intersected the MR from the subcrop position, from a depth of approximately 20m
to a maximum depth of around 260.

Table 1 is the total combined Mineral Resource for the UG2 and MR as at 10 July 2023. The combined
Indicated Mineral Resource for the project, on a 6PGE+Au basis, is now 5.11 Moz ounces with a combined
Inferred Mineral Resource of 20.01 Moz. The total Mineral Resource (Indicated and Inferred) is now 25.12
Moz. These Mineral Resources include 14.62Moz indicated and inferred for the UG2 reef.

Table 1: Combined UG2 and MR Mineral Resource as at 10 July 2023
             Resource     Tonnes     Thickness     Pt      Pd      Rh     Au       Ir      Os      Ru      4E      7E      Cu      Ni      Moz       Moz
  Reef
             Category       Mt          (m)       (g/t)   (g/t)   (g/t)   (g/t)   (g/t)   (g/t)   (g/t)   (g/t)   (g/t)    (%)     (%)     (4E)      (7E)

Merensky    Indicated      21.59       2.05       1.59    0.65    0.10    0.12    0.03    0.03    0.21    2.48    2.75    0.038   0.125    1.72      1.91
Merensky    Inferred       77.90       1.97       2.01    0.81    0.13    0.15    0.04    0.04    0.25    3.10    3.43    0.035   0.119    7.77      8.60
 Total      Merensky       99.49       1.99       1.92    0.78    0.12    0.14    0.04    0.04    0.24    2.97    3.28    0.035   0.120    9.49      10.50
  UG2       Indicated      10.76       0.71       3.48    3.34    0.75    0.12    0.25    0.16    1.19    7.65    9.24    0.031   0.160    2.64      3.20
  UG2       Inferred       39.09       0.69       3.47    3.16    0.74    0.1     0.25    0.16    1.21    7.48    9.08    0.032   0.156    9.40      11.42
 Total      UG2            49.85       0.69       3.47    3.20    0.74    0.10    0.25    0.16    1.20    7.51    9.12    0.032   0.157    12.04     14.61
 Total                    149.34       1.56       2.44    1.59    0.33    0.13    0.11    0.08    0.56    4.48    5.23    0.034   0.133    21.53     25.12
Note: All elements have been estimated individually and their combined grade will vary slightly from the estimated composite 4E and 7E modelled
grades.


The overall increase in the UG2 Mineral Resource is largely a result of the addition of the Far East Block
(refer ASX Announcement 30 May 2023) and the conversion of the exploration target to Inferred
Resources.

The MR is not the main focus of the project but has been updated to be included in the total Mineral
Resource for the Bengwenyama Project. The MR modelling has once again confirmed the geological model
for the project area which forms the basis for the ongoing drilling programme. Details of the MR modelling
and estimation are supplied in Appendix 1.

There has been a decrease in the MR Mineral Resource for two main reasons.
                                                                                                                                           
   •    Increased geological losses have been applied to the Mineral Resource from 10% to 18% and 36%
        (Figure 7), due to faulting.
   •    There were relatively few new MR intersections in the recent program so the geological losses
        were not offset by a conversion from Exploration Target to Resources. Further drilling planned to
        the west of the subcrop should increase the MR Mineral Resource going forward.

Table 2 is a reconciliation between the 01 July 2021 Mineral Resource in the Prospectus and the 10 July
2023 Mineral Resource for the UG2 Reef and Merensky Reef. The Indicated and Inferred Mineral
Resources have been consolidated for the purposes of the reconciliation. The combined UG2 and MR
3PGE+Au Mineral Resource update has resulted in a 15% increase in contained ounces and a 34% increase
if compared to the 6PGE+Au contained ounces. More importantly is the Mineral Resource increase for the
UG2 of 44% on a 3PGE+Au basis and a 74% increase on a 6PGE+Au basis which is the main targeted reef
for the future mining.
Table 2: UG2 and MR Mineral Resource Reconciliation with the Prospectus Mineral Resource Estimate
                                            Tonnes                       3PGE+Au                               6PGE+Au
  Total Resource          Reef
                                              (Mt)                 g/t               Moz                g/t               Moz
                           UG2                33.87                7.7               8.38              7.70                8.38
       2021                MR                110.02               2.96              10.42              2.96               10.42
                        UG2 & MR             143.89               4.07               18.8              4.07                18.8
                           UG2                49.85               7.51              12.04              9.12               14.61
       2023                MR                 99.49               2.97               9.49              3.28               10.50
                        UG2 & MR             149.34               4.48              21.53              5.23               25.12
                           UG2               15.98               -0.19               3.66              1.42                6.23
     Variance              MR                -10.53               0.01              -0.93              0.32                0.08
                        UG2 & MR              5.45                0.41               2.73              1.16                6.32
                           UG2                 47%                -2%                44%               18%                 74%
    % Variance             MR                 -10%                 0%                -9%               11%                  1%
                        UG2 & MR                4%                10%                15%               29%                 34%
Note: There has been a 4% increase in the UG2 ounces since the press release of 30 May 2023 due to an adjustment in the ounce conversion.


LG6A and LG6 Chromitite Reefs

Two drillholes, E056 and E057 (Figure 1), were drilled in the “dome” area to investigate the lower group
(LG) chromitite seams which are exploited for their Cr2O3. The main LG chromitite seam that is mined
economically for its Cr2O3 is the LG6, which is comprised of the LG6A and LG6. Note these seams do not
carry any economical PGEs but may be economic with respect to their Cr2O3.

In drillhole E057, the LG6A was intersected at 237.73m below surface, approximately 210m below the
UG2, while in drillhole E056 it was intersected approximately 325 m below surface.

The available information suggests that the LG6A is approximately 30cm thick with a 20 cm pyroxenite
middling between the LG6A and the LG6. The LG6 seems to be split with an upper seam of 30cm with a
thin pyroxenite parting with the bottom LG6 seam being approximately 120cm thick. These have been
sampled and submitted to the laboratory for analysis.

The aim of these two drillholes was to test for the presence and depth of the LG6’s in the dome structural
block and the potential access for mining the LG6’s from the UG2 underground mining infrastructure. The
intersections have shown that the LG6’s could be accessible from the UG2 underground mining
development due to the up thrown structural blocks. This will require further drilling and investigations.
Once the results have been received from the laboratory, further work will be done on the viability of the
LG6A and LG6 as an additional source of Cr2O3 at the Bengwenyama Project which will be included in the
Mining Right application.
                                                                                                                                 
Figure 2: Project Stratigraphic Column Showing the LG6A and LG6

This announcement has been approved for release by the Board of Southern Palladium Limited.

About Southern Palladium:

Southern Palladium Limited (ASX:SPD, JSE:SDL) is a dual-listed platinum group metal (PGM) company
developing the advanced Bengwenyama PGM project, particularly rich in palladium/rhodium, in South
Africa. The project is located on the Eastern Limb of the Bushveld Complex, which contains more than
70% of the world’s known Platinum Group Metal (PGM) Resources.

With its 70% stake in the project, the Company’s focus will be on the delivery of a Pre-Feasibility study
and Mining Right application through a geophysical survey that has been completed in 2022, and a
diamond drill programme which has commenced in August 2022 as well as various technical studies to
be completed.

A major development opportunity in the global PGM market, previous exploration at Bengwenyama
has already delivered a JORC 2012-compliant Inferred Mineral Resource of 18.8Moz within two ore
horizons – the UG2 chromitite and Merensky Reef in 2021.
                                                                                           5
In addition, an assessment by mining industry consultants CSA Global assessed the total resource
potential of Bengwenyama at between 134–201Mt at a grade of 3.5–5.2 (3 PGE + Au g/t). The Company
is led by an experienced on-ground management team including some of South Africa’s most high-
profile mining industry executives.


Competent Person Statement

The information in this report that relates to Exploration Targets, Exploration Results, Mineral Resources
or Ore Reserves is based on information compiled by Mr Uwe Engelmann (BSc (Zoo. & Bot.), BSc Hons
(Geol.), Pr.Sci.Nat. No. 400058/08, FGSSA). Mr Engelmann is a director of Minxcon (Pty) Ltd and a member
of the South African Council for Natural Scientific Professions. Minxcon provides geological consulting
services to Southern Palladium Limited. Mr. Engelmann has sufficient experience that is relevant to the
style of mineralisation 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’. Mr. Engelmann consents to the inclusion in the
report of the matters based on his information in the form and context in which it appears. Mr Engelmann
has a beneficial interest in Southern Palladium through a shareholding in Nicolas Daniel Resources
Proprietary Limited.

For further information, please contact:

Johan Odendaal
Managing Director
Southern Palladium
Phone: +27 82 557 6088
Email: johan.odendaal@southernpalladium.com


10 July 2023

JSE Sponsor
Merchantec Capital

Media & investor relations inquiries: Sam Jacobs, Six Degrees Investor Relations: +61 423 755 909
Follow @SouthernPalladium on Twitter
Follow Southern Palladium on LinkedIn


Appendix 1. Merensky Reef Estimation

The recent drilling programme has allowed for the validation of the historical drill hole database for the
MR. A statistical analysis has been completed on the historical and new databases and has established a
90% correlation between the two datasets.

The datasets were combined for the Mineral Resource Estimate (MRE) which used Ordinary Kriging in the
estimation process. This estimation is detailed in the Mineral Resource Estimation section, below.

Figure 3 shows the location of the drillholes used in the MR geological modelling (28 drill holes) and

Mineral Resource estimation (18 drillholes) in relation to the MR subcrop.
Figure 3: Drillholes used in the MR Modelling.

Figure 4 is a NW – SE section line through Eerstegeluk, the location of which is shown in Figure 3. The
section illustrates the MR subcrop and the MR in relation to the UG2.
                                                                                                   
Figure 4: NW-SE Cross Section of the MR and UG2 Reef Horizons


Merensky Reef (MR) Mineral Resource Estimation

The MR geological and estimation models have been updated to include drilling and assaying data as at
end of March 2023. The estimation model utilised 10 historical Nkwe drillholes and 8 SPD drillholes.

Previously the Mineral Resource was based on an Inverse Distance estimation but with the increase in the
number of drillhole data points an Ordinary Kriged estimate was now possible. Figure 5 shows the
3PGE+Au g/t resultant model with the drillhole positions used in the estimation. The statistical analysis
showed that capping of one drillhole was required for the estimation. The kriging neighbourhood analysis
(KNA) recommended a block size of 350m with a minimum and maximum number of samples of 5 and 15
respectively for the first search volume. Three search volumes with decreasing samples were used for the
estimation.

All elements (Pt, Pd, Rh, Au, Ir, Os, Ru, Cu, Ni, Cr and Fe) were estimated individually as well as a combined
4E (Pt, Pd, Rh & Au) and 7E (Pt, Pd, Rh, Ir, Os, Ru & Au). The average 4E prill splits for Pt:Pd:Rh:Au of 64.9%
: 26.2% : 4.1% : 4.8% were determined using these estimates. A density of 3.28 t/m3 was used in the
tonnage estimate which was determined from the reef intersections using the Archimedes methodology.
                                                                                                         
Figure 5: Modelled 3PGE+Au g/t Plot of the MR Reef

Mineral Resource Categories

The Mineral Resource categories (Figure 6) were determined based on the QAQC, slope of regression
(SOR), kriging efficiency (KE) and continuity of the MR Reef horizon. The Indicated Mineral Resource was
based on a SOR of greater than 0.6 and KE of greater than 0.3 with high confidence in MR continuity. The
inferred Mineral Resource was based on a SOR of greater than 0.3 and extrapolated reef continuity from
known reef intersections. The Exploration Target Range is extrapolated from the boundary of the inferred
Mineral Resource to the project perimeter. The insert in Figure 6 illustrates the 2021 Mineral Resource
classification of inferred Mineral Resource (dark blue) and Exploration Target for comparison. This shows
the bulk of the recent drilling was completed in an area that was already in the Inferred Mineral Resource
category and hence there was no additional Mineral Resource from the conversion from exploration
target to Inferred Mineral Resource. However, there was some conversion from the Inferred category to
the Indicated category. Figure 6 also shows the weathered area (oxide) down to 40m vertical depth, which
has been excluded from the Mineral Resources.
                                                                                                     
Figure 6: MR Mineral Resource Categories

The potential quantity and grade of the Exploration Target is conceptual in nature and there has been insufficient
exploration to estimate a Mineral Resource and it is uncertain if further exploration will result in the estimation of a
Mineral Resource.

Geological Losses

Geological losses have been applied to the resource to account for the effects of faults, dykes and potholes
on the MR Reef. These are geological features common throughout the reefs of the Bushveld Intrusive
Complex. This was estimated by considering the successful drillhole intersections, major identified faults
and dykes from the geophysics and assumed additional minor fault losses. The project area was divided
into larger blocks representing various degrees of geological losses. The geological losses range from 18%
to 40% for the Exploration Target area. These larger geological loss areas and smaller fault blocks can be
seen in Figure 7.
                                                                                                                
Figure 7: MR Reef Geological Losses (%)


Appendix 2. JORC Checklist – Table 1 Assessment and Reporting Criteria

                                                SECTION 1: SAMPLING TECHNIQUES AND DATA
         Criteria                        Explanation                                                     Detail
                      Nature and quality of sampling (e.g. cut
                      channels, random chips, or specific
                      specialised industry standard                20 cm samples are taken within the reef horizon unless there is a lithological
                      measurement tools appropriate to the reason  to deviate from this. A single sample is also taken in the hanging
                      minerals under investigation, such as        wall and footwall to test for mineralisation in the direct waste rock. The
                      down hole gamma sondes, or handheld samples  are split with a core saw and one half is submitted to the laboratory
                      XRF instruments, etc.). These examples       and the other half keep in the core tray.
                      should not be taken as limiting the broad
                      meaning of sampling.

                      Include reference to measures taken to
                      ensure sample representivity and the
                                                                  The core is orientated in such a way that the two halves are equal.
                      appropriate       calibration     of    any
                      measurement tools or systems used.
                      Aspects of the determination of
Sampling techniques   mineralisation that 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 was used to obtain 1   The sampling methodology is standard and as per industry practice in the
                      m samples from which 3 kg was               Bushveld Complex (BC). The samples are 20 cm in length and are split into
                      pulverised to produce a 30 g charge for     two equal halves with one half being submitted for analysis. The core size
                      fire assay’). In other cases more           starts as HQ (10 m to 50 m) but is NQ by the time the reef is intersected.
                      explanation may be required, such as
                      where there is coarse gold that has
                      inherent sampling problems. Unusual
                      commodities or mineralisation types
                      (e.g. submarine nodules) may warrant
                      disclosure of detailed information.

                      Drill type (e.g. core, reverse circulation,
                      open-hole hammer, rotary air blast,         The drillholes start with HQ (for approximately 10-50 m) in the weathered
                      auger, Bangka, sonic, etc.) and details     zone but are then drilled NQ once in the fresher material. The drill rigs being
Drilling techniques   (e.g. core diameter, triple or standard     utilised have been the CS 1500, Delta 520 and a smaller Longyear 44.
                      tube, depth of diamond tails, face-
                      sampling bit or other type, whether core    The drill contractor is Geomech Africa.
                      is oriented and if so, by what method,
                      etc.).
                                                                  Initially the core was scanned in with the software ScanIT which scans the
                                                                  core with high resolution photos and the geologists reconcile the depths
                      Method of recording and assessing core      and core losses per 3 m run. The Core recoveries and RQD are then
                      and chip sample recoveries and results      calculated for the drillhole. ScanIT has however been discontinued and the
                      assessed.                                   core is now photographed and the core recovery and RQD is calculated
                                                                  manually by the geological assistants.

                                                                  The geologist informs the drilling supervisor at what depth the reef is
                                                                  expected so that they can take extra precautions around the anticipated
                      Measures taken to maximise sample           reef depth.
Drill sample recovery recovery and ensure representative
                      nature of the samples.                      The core recoveries are measured per 3 m run and if there is excessive
                                                                  core loss in the reef horizon it is marked as a non-representative sample
                                                                  and will not be used in the resource estimation process.

                      Whether a relationship exists between       Samples have been submitted to the ALS laboratory in Johannesburg, but
                      sample recovery and grade and whether       there is only limited data available at this stage, so this has not been
                      sample bias may have occurred due to        checked yet. The core recoveries for the intersections however all have
                      preferential loss/gain of fine/coarse       good core recoveries besides the faulted intersections.
                      material.

                      Whether core and chip samples have          The core was initially scanned into ScanIT software which produced high
                      been geologically and geotechnically        resolution images. This has however been discontinued. The logging is
                      logged to a level of detail to support      conducted on paper log sheets or tablets at the core with dropdown menus.
                      appropriate         Mineral       Resource  Legends have been set up in excel that cover the necessary detailed
                      estimation,      mining      studies and    required for Mineral Resource estimation. Alpha angles and structure detail
                      metallurgical studies.                      is also observed and logged. The beta angle is not measured as the core
                                                                  is not orientated but the downhole televiewer survey supplies structural
Logging                                                           orientation information which is incorporated into the logs.
                      Whether logging is qualitative or
                      quantitative in nature. Core (or costean,   Core logging is qualitative and utilises excel spreadsheets on tablets.
                      channel, etc.) photography.
                                                                  The total drillhole is geologically logged and photographed and the
                      The total length and percentage of the      televiewer survey is conducted from 100 m above the reef horizon for
                      relevant intersections logged.              additional structural information.

                      If core, whether cut or sawn and            The core is cut in two equal halves for sampling and storage purposes.
Sub-sampling          whether quarter, half or all core taken.
techniques        and
sample preparation    If non-core, whether riffled, tube
                      sampled, rotary split, etc. and whether     This project only makes use of core drilling.
                      sampled wet or dry.

                                                                                                                                      
SECTION 1: SAMPLING TECHNIQUES AND DATA
Criteria                        Explanation                                                    Detail
                                                                    The sample preparation code at ALS is PREP-31H which has the following
                                                                    procedure: -
                      For all sample types, the nature, quality
                      and appropriateness of the sample
                                                                    Login of samples into the system, weighing, fine crushing of entire sample
                      preparation technique.                        to 70% - 2 mm, split off 500 g and pulverize split to better than 85% passing
                                                                    75 microns.

                                                                    The QAQC sequence is as follows: -

                      Quality control procedures adopted for        If the batch is less than 20 samples the batch starts and ends with a blank
                      all sub-sampling stages to maximise           and a CRM and duplicate are inserted into the sample stream. If the batch
                      representivity of samples.                    is great than 20 samples then the batch starts and ends with a blank and
                                                                    every tenth sample is either a CRM, duplicate or blank. This equates to
                                                                    between 20% and 10% QAQC samples.

                      Measures taken to ensure that the             The sampling of the reef is reef material only except for the first and last
                      sampling is representative of the in-situ     sample of the reef as it will have 2 cm of hanging wall or footwall material
                      material collected, including for instance    to ensure the entire mineralisation is captured. This 2 cm dilution will be
                      results for field duplicate/second-half       calculated into the reef width. The hanging wall and footwall are sampled
                      sampling.                                     separately to the reef. Hence the reef samples are representative of the in-
                                                                    situ reef horizon. Requested duplicates are pulp duplicates and the CRMs
                                                                    are material from the UG2 and MR from African Mineral Standards (AMIS).

                                                                    The reef horizon is sampled in 20 cm increments so that the grade
                                                                    distribution can be observed if a mining cut is required. The UG2 reef is
                                                                    approximately 70 cm wide and will have three to four samples which will be
                                                                    composited later. The MR is wider at around 200 cm and will have about
                      Whether sample sizes are appropriate          ten individual samples to determine the grade distribution. These will also
                      to the grain size of the material being       be composited later for Mineral Resource Estimation purposes. Hanging
                      sampled.                                      wall and footwall samples are also taken to check if there is any
                                                                    mineralisation in the direct surrounding waste rock.

                                                                    This is industry best practice for the BC.

                      The nature, quality and appropriateness       The UG2 reef will be assayed for 4E and 7E as well as for Cu, Ni, Co, Cr
                      of the assaying and laboratory                and Fe. The MR will be assayed for the same except the Cr and Fe as it is
                      procedures used and whether the               not a chromitite seam but a pyroxenite layer.
                      technique is considered partial or total.
                                                                    The ALS methods are as follows: -
                                                                    PGM-ICP23 - Pt, Pd, Au package using lead fire assay with ICP-AES finish.
                                                                    30 g nominal sample weight.
                                                                    Rh-ICP28 - Fire assay fusion using lead flux with Pd collector for Rh
                                                                    determination by ICPAES. 10 g nominal sample weight.
                                                                    PGM-MS25NS - The Platinum Group Metals are separated from the
                                                                    gangue material using the Nickel Sulphide Fire Assay procedure. After
                                                                    dissolution of the pulp with aqua regia, PGMs are determined by ICP-MS.
                                                                    ME-XRF26s - Analysis of Chromite ore samples by fused disc / XRF. This
                                                                    method is suitable for the determination of major and minor elements in ore
                                                                    samples which require a high dilution digest such as Chromite ores.
Quality of assay data                                               Elements that will be analysed are Cr, Cu, Ni, Fe and Co.
and laboratory tests
                                                                    The overall pass rate of the various QAQC samples is 90%.

                                                                    All methodologies are total.
                      For geophysical tools, spectrometers,
                      handheld XRF instruments, etc., the           All analytical work is undertaken by ALS Chemex South Africa (Pty) Ltd,
                      parameters used in determining the            located in Johannesburg, which is part of the ALS group. The South African
                      analysis including instrument make and        laboratory is ISO 17025 accredited by SANAS (South African National
                      model, reading times, calibrations            Accreditation System).
                      factors applied and their derivation, etc.
                      Nature of quality control procedures
                      adopted (e.g. standards, blanks,
                      duplicates, external laboratory checks)       QAQC procedure has been described above.
                      and whether acceptable levels of
                      accuracy (i.e. lack of bias) and precision
                      have been established.

                      The      verification     of    significant
                      intersections by either independent or        An umpire laboratory will be utilised as an additional check at a later stage.
                      alternative company personnel.

                      of Discuss any adjustment to assay data.      No adjustments have been made to the assayed results.
Verification 
sampling and          Documentation of primary data, data           The assay results are received from the laboratory in pdf format and excel
assaying              entry procedures, data verification, data     format. The excel form is imported into the Minxcon excel database. These
                      storage (physical and electronic)             are checked by the senior geologist. The assay certificates are stored in the
                      protocols.                                    project folder.

                      The use of twinned holes.                     No twinning has been undertaken to date.

                      Accuracy and quality of surveys used to
                      locate drillholes (collar and down-hole       Drillhole collar positions are recorded by handheld Garmin GPS. The
Location of data      surveys), trenches, mine workings and         drillholes will be surveyed in at a later stage.
points                other locations used in Mineral
                      Resource estimation.

                      Specification of the grid system used.        The coordinate system used is LO31.

                                                                                                                                          

                                                                    Regional three-dimensional (3D) topography was constructed from regional
                      Quality and adequacy of topographic           surface contours and Shuttle Radar Topography Mission (SRTM) data. The
                      control.                                      surface was trimmed 300–500 m beyond the Project perimeter.

                                                                    The final drillhole spacing will be approximately 350 m. The drilling
                      Data spacing for reporting of Exploration     completed to date or in progress has a wider spacing to get a better
                      Results.                                      understanding of the larger structural domains of the project.

                      Whether the data spacing, and
                      distribution is sufficient to establish the   Geological continuity is based on the knowledge of the surrounding area
Data spacing and      degree of geological and grade                and 3D model constructed from historical data. The 24 of the 26 completed
distribution          continuity appropriate for the Mineral        drillholes to date have intersected the UG2 which is confirming the position
                      Resource and Ore Reserve estimation           of the UG2 reef. Of the 12 drillholes expected to intersect the MR nine have
                      procedure(s) and classifications              intersected the reef and two have been faulted.
                      applied. 

                      Whether sample compositing has been           The 20cm (or larger) samples are composited to obtain the weighted
                      applied.                                      average of the entire intersection.

                      Whether the orientation of sampling           The drillholes are vertical drillholes and intersect the reef close to right
                      achieves unbiased sampling of possible        angles. The sample is therefore unbiased. If the reef is faulted it will be
                      structures and the extent to which this is    noted and if the reef intersection is not representative, it will not be used in
                      known, considering the deposit type.          Mineral Resource estimations.

Orientation of data in If the relationship between the drilling
relation to geological orientation and the orientation of key
structure              mineralised structures is considered to      No sampling bias will be introduced based on the drilling orientation as they
                       have introduced a sampling bias, this        are close to perpendicular.
                       should be assessed and reported if
                       material.

                                                                    Samples are only handled by the drilling contractor and the Minxcon
                       The measures taken to ensure sample          geological staff. There is a strict chain of custody that is followed from the
Sample security        security.                                    time the core leaves the drill site to the time the sample is received by the
                                                                    laboratory.




                       
Audits or reviews      The results of any audits or reviews of      No audits have been undertaken on the drilling to date.
                       sampling techniques and data.


SECTION 2: REPORTING OF EXPLORATION RESULTS
Criteria                      Explanation                                                      Detail

                       Type, reference name/number, location
                       and ownership including agreements or      A Preferent Prospecting Right LP002PPR was granted to the
                       material issues with third parties such    Bengwenyama Tribe’s investment vehicle, Miracle Upon Miracle
                       as joint ventures, partnerships,           Investments (Pty) Ltd in 2015 over the farms Eerstegeluk 327 KT and
                       overriding royalties, native title         Nooitverwacht 324 KT. This was renewed in early 2021 and is valid until
Mineral tenement       interests, historical sites, wilderness or February 2024. The Right covers all elements of potential economic
and land tenure        national park and environmental            interest.
status                 settings.

                       The security of the tenure held at the
                       time of reporting along with any known     The right is valid until February 2024.
                       impediments to obtaining a licence to
                       operate in the area.
Exploration done by                                               Drilling was undertaken by Rustenburg Platinum Mines from 1966 to
other parties                                                     1985. Trojan exploration completed drilling on Eerstegeluk between
                                                                  1990 and 1993. Drilling prior to 1994 was not used as part of this
                       Acknowledgment and appraisal of            Mineral Resource estimate (MRE) due to the incomplete nature or
                       exploration by other parties.              availability of the drillhole data. Nkwe completed drillholes in 2007–
                                                                  2008. This drilling supports the MRE. Reconnaissance mapping has
                                                                  been completed by previous operators.

                                                                  The target UG2 and Merensky reefs occur within the Upper Critical
                                                                  Zone of the Rustenburg Layered Suite of the BC. These reefs are
                                                                  laterally continuous for tens to hundreds of kilometres. The UG2
Geology                Deposit type, geological setting and       comprises mineralised chromitite, whereas the Merensky Reef is
                       style of mineralisation.                   defined as the mineralised pyroxenitic zone between upper and lower
                                                                  chromitite stringers. The BC is the world’s largest igneous intrusion and
                                                                  also the largest global repository of PGEs and chromitite. Both reefs are
                                                                  stratiform with relatively minor disruptive structural features and
                                                                  replacement deposits.

                 A summary of all information                                                       Drilling

                                                                                                                      Drilled
                 material to the understanding of the         BHID   Date Started Date Completed From (m)      To (m)
                                                                                                                      Metres
                                                                                                                                    Comment


                 exploration results including a              E019    23-Aug-22     05-Sep-22       0.00       32.42   32.42
                                                                                                                              Abandoned, s tuck drill
                                                                                                                                        rods
                 tabulation of the following                  E019a   06-Sep-22      05-Oct-22      0.00       323.77 323.77    EOH, completed

                 information for all Material drillholes:     E060    26-Aug-22      19-Oct-22      0.00       206.72 206.72    EOH, completed
                 * easting and northing of the drillhole
                                                             E060D1   23-Nov-22     28-Nov-22     139.00       185.53  46.53    EOH, completed
                 collar                                                                                                         EOH, completed,
                 * elevation or RL (Reduced Level –           E062    26-Aug-22     02-Sep-22       0.00       120.34 120.34   extended to UG1 for
                                                                                                                                   s tratigraphy
                 elevation above sea level in metres)        E062D1   07-Sep-22     08-Sep-22      18.30       34.92   16.62
                                                                                                                              Deflection completed,
                                                                                                                                   faulted UG2
                 of the drillhole collar                     E062D2   09-Sep-22     10-Sep-22      13.30       33.00   19.70
                                                                                                                              Deflection completed,
                                                                                                                                   faulted UG2
                 * dip and azimuth of the hole                E058    12-Sep-22      05-Oct-22      0.00       158.25 158.25    EOH, completed
                 * down hole length and interception
                 depth                                        E033    07-Sep-22      15-Oct-22      0.00       261.58 261.58    EOH, completed
                 * hole length.                               E028    07-Oct-22      24-Oct-22      0.00       383.75 383.75    EOH, completed
                                                              E004     14-Oct-22   15-Nov-22     0.00     524.50    524.50     EOH, completed
                                                              E004D1    19-Nov-22   24-Nov-22    457.00    518.75    61.75    Deflection completed
                                                              E030     26-Oct-22   05-Dec-22     0.00     413.75    413.75     EOH, completed
                                                              E025     18-Oct-22   09-Nov-22     0.00     267.58    267.58     EOH, completed
                                                              E037     13-Oct-22   02-Nov-22     0.00     282.45    282.45     EOH, completed

                                                                                                                                        EOH, completed,
                                                              E049     21-Oct-22   19-Nov-22     0.00     322.75    322.75   extended to UG1 for
                                                                                                                                           s tratigraphy
                                                              E031     07-Nov-22   22-Nov-22     0.00     423.22    423.22     EOH, completed
                                                              E044     12-Nov-22   14-Dec-22     0.00     263.73    263.73     EOH, completed
                                                              E016     28-Nov-22   14-Dec-22     0.00     454.68    454.68     EOH, completed
                                                              E007     28-Nov-22   10-Dec-22     0.00     422.80    422.80     EOH, completed
                                                              E064     29-Nov-22   06-Dec-22     0.00     166.40    166.40     EOH, completed
                                                              E071     07-Dec-22   12-Dec-22     0.00     188.80    188.80     EOH, completed
                                                              E065     08-Dec-22   15-Dec-22     0.00     239.75    239.75     EOH, completed
                                                              E001     12-Jan-23   06-Feb-23     0.00     554.75    554.75     EOH, completed
                                                              E015     12-Jan-23   19-Jan-23     0.00     298.72    298.72     EOH, completed
                                                              E020     11-Jan-23   21-Jan-23     0.00     350.75    350.75     EOH, completed
                                                              E041     13-Jan-23   06-Feb-23     0.00     258.77    258.77     EOH, completed
                                                              E067     12-Jan-23   25-Jan-23     0.00     306.45    306.45     EOH, completed
                                                              E013     23-Jan-23   01-Feb-23     0.00     327.28    327.28     EOH, completed
Drillhole                                                     E024     23-Jan-23   29-Jan-23     0.00     284.75    284.75     EOH, completed
Information                                                   E069     27-Jan-23   29-Mar-23     0.00     305.45    305.45     EOH, Completed
                                                              E027     01-Feb-23   21-Feb-23     0.00     290.75    290.75     EOH, completed
                                                              E014     07-Feb-23   10-Apr-23     0.00     354.10    354.10     EOH, completed
                                                              E069D1    04-Apr-23    06-Apr-23   180.00    251.65    71.65      EOH, Completed
                                                              E001D1    13-Apr-23    18-Apr-23   508.00    552.02    44.02      EOH, Completed
                                                              E014D1    15-Apr-23    18-Apr-23   302.00    344.04    42.04      EOH, Completed
                                                              E014D2    24-Apr-23    27-Apr-23   292.00    346.55    54.55      EOH, Completed
                                                              E032     12-Apr-23   04-May-23     0.00     467.75    467.75     EOH, Completed
                                                              **E057   08-Apr-23    22-Apr-23    0.00     299.68    299.68     EOH, Completed
                                                              E045     01-May-23   10-May-23     0.00     206.55    206.55     EOH, Completed
                                                              **E056   26-Apr-23   12-May-23    0.00      335.70    335.70     EOH, Completed
                                                              E052     21-Feb-23   31-May-23     0.00     252.55    255.55     EOH, Completed
                                                              E072     10-May-23   17-May-23     0.00     254.75    254.75     EOH, Completed
                                                              E072D1    19-May-23   22-May-23    208.00    251.75    43.75      EOH, Completed
                                                              E072D2    23-May-23   24-May-23    203.00    251.75    48.75      EOH, Completed
                                                              E029     15-May-23   01-Jun-23     0.00     320.78    320.78     EOH, Completed
                                                              E050D1    31-May-23   07-Jun-23    185.00    279.98    94.98      EOH, Completed
                                                              E076     31-May-23   08-Jun-23     0.00     239.75    239.75     EOH, Completed
                                                              E029D1    03-Jun-23   09-Jun-23    248.00    320.78    72.78      EOH, Completed
                                                              E066     10-May-23   09-Jun-23     0.00     225.32    225.32     EOH, Completed
                                                              E066D1    12-Jun-23   15-Jun-23    161.00    225.62    64.62      EOH, Completed
                                                              E046     10-Jun-23   21-Jun-23     0.00     245.68    245.68     EOH, Completed
                                                              E048     09-Jun-23   19-Jun-23     0.00     236.70    236.70     EOH, Completed
                                                              E054     10-Jun-23   19-Jun-23     0.00     287.57    287.57     EOH, Completed
                                                              E059     02-Jun-23   24-Jun-23     0.00     99.55     99.55      EOH, Completed
                                                              E039     19-Jun-23   26-Jun-23     0.00     249.30    249.30     EOH, Completed

                                                              All drillholes were drilled -90 degrees.

                                                              The UG2 and MR geological and estimation models have been
                                                              updated to include drilling and assaying data as at end of March
                                                              2023. The structural / geological model utilised 20 historical Nkwe
                                                              drillholes and 28 SPD drillholes while the estimation model utilised 10
                                                              historical Nkwe drillholes and 24 SPD drillholes for the UG2 and 10
                                                              historical Nkwe drillholes and 8 SPD drillholes for the MR.


                       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         N/A
                       understanding of the report, the
                       Competent Person should clearly
                       explain why this is the case.

                       In reporting Exploration Results,           With the Mineral Resource update the statistical analysis recommended
                       weighting averaging techniques,             no top cutting of the grade. In the case of the MR there was one sample
                       maximum and/or minimum grade                that was capped. The Mineral Resource has been declared at a paylimit
                       truncations (e.g. cutting of high grades)   of 1.9 g/t for the UG2 and 1.6 g/t for the MR.
                       and cut-off grades are usually Material     The exploration target range is based on the kriged estimated value with
                       and should be stated.                       a 20% range applied to it.

                       Where aggregate intercepts
Data aggregation       incorporate short lengths of high-grade
methods                results and longer lengths of low-grade     The individual 20cm samples are combined per drillhole per reef
                       results, the procedure used for such        intersection for the composite grades used in the estimation process.
                       aggregation should be stated and some
                       typical examples of such aggregations
                       should be shown in detail.

                       The assumptions used for any                No metal equivalent has been reported but the various elements have
                       reporting of metal equivalent values        been combined for 3PGE+Au grades (4E) and 6PGE+au grades (7E).
                       should be clearly stated.

                       If the geometry of the mineralisation
                       with respect to the drillhole angle is
Relationship           known, its nature should be reported.
between                If it is not known and only the down        The intersection lengths stated are the downhole lengths. The drillholes
mineralisation         hole lengths are reported, there should     are drilled at -90 degrees and the reef dip is expected to be
widths and intercept   be a clear statement to this effect (e.g.   approximately 6 degrees. Therefore, the difference should be minimal.
lengths                ‘down hole length, true width not
                       known’).

                       Appropriate maps and sections (with
                       scales) and tabulations of intercepts
                       should be included for any significant      A map of the drillhole positions is included in this and the previous press
Diagrams               discovery being reported These should       release. A stratigraphic column has been completed for the project (in
                       include, but not be limited to a plan       press releases). A section has been included in the press release.
                       view of drillhole collar locations and
                       appropriate sectional views.

                       Where comprehensive reporting of
                       all Exploration Results is not
Balanced               practicable, representative reporting
reporting              of both low and high grades and/or           Reef intersection depths for all the drillholes have been reported in
                       widths should be practiced to avoid          the table below.
                       misleading reporting of Exploration
                       Results.




      
                                                                   Drilling                       Merensky Reef                                                             UG2 Reef

                                                                                                  Intersection                                                        Intersection
                                                                    BHID      From (m)   To (m)                            Comment                From (m)   To (m)                               Comment
                                                                                                    Width (m)                                                           Width (m)

                                                                                                                  Highly weathered & friable,
                                                                    E019       20.25     22.45        2.20                                           -         -           -                  Hole stopped short
                                                                                                                         inconclusive

                                                                                                                  Highly weathered & friable,
                                                                    E019a      19.55     22.35        2.80                                         315.85    316.61       0.76              Complete intersection
                                                                                                                         inconclusive

                                                                                                                 No MR expected - East of MR
                                                                    E060         -         -           -                                             -         -           -                       Faulted?
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                   E060D1        -         -           -                                           178.78    179.29       0.51              Complete intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR                                           Complete intersection, moderately
                                                                    E062         -         -           -                                           31.27     32.30        1.03
                                                                                                                          subcrop                                                                 weathered

                                                                                                                 No MR expected - East of MR                                           Moderately weathered & faulted.
                                                                   E062D1        -         -           -                                           31.45     32.27        0.82
                                                                                                                          subcrop                                                    Incomplete intersection. Core loss.

                                                                                                                 No MR expected - East of MR                                           Moderately weathered & faulted.
                                                                   E062D2        -         -           -                                           31.16     31.56        0.40
                                                                                                                          subcrop                                                    Incomplete intersection. Core loss.

                                                                                                                 No MR expected - East of MR
                                                                    E058         -         -           -                                           140.88    141.29       0.41              Complete intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E033         -         -           -                                           253.62    254.25       0.63              Complete intersection
                                                                                                                          subcrop

                                                                    E028       66.70     68.66        1.96          Complete intersection          373.26    373.79       0.53              Complete intersection


                                                                    E004       210.77    212.90       2.13          Complete intersection          517.33    517.57       0.24              Poorly developed UG2


                                                                   E004D1        -         -           -             Deflection below MR           515.83    516.52       0.69              Poorly developed UG2


                                                                    E030       143.00    144.68       1.68          Complete intersection          409.55    410.07       0.52              Complete intersection

                                                                                                                 No MR expected - East of MR
                                                                    E025         -         -           -                                           260.42    261.32       0.90              Complete intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E037         -         -           -                                             -         -           -                 Not present / Pothole
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E049         -         -           -                                             -         -           -                       Faulted
                                                                                                                          subcrop

                                                                    E031       122.40    124.29       1.89          Complete intersection          416.57    417.19       0.62              Complete intersection

                                                                                                                 No MR expected - East of MR
                                                                    E044         -         -           -                                           258.75    259.42       0.67              Complete intersection
                                                                                                                          subcrop

                                                                    E016         -         -           -                    Faulted                449.24    450.01       0.77              Complete intersection


                                                                    E007       100.38    102.54       2.16          Complete intersection          417.42    418.54       1.12              Complete intersection

                                                                                                                 No MR expected - East of MR
                                                                    E064         -         -           -                                           156.19    157.05       0.86              Complete intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E071         -         -           -                                           180.04    180.73       0.69              Complete intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E065         -         -           -                                           231.81    232.50       0.69              Complete intersection
                                                                                                                          subcrop

                                                                    E001      259.82     261.64      1.82           Complete intersection         548.07     549.21      1.14               Complete intersection

                                                                                                                 No MR expected - East of MR
                                                                    E015         -         -           -                                          291.89     292.63      0.74               Complete intersection
                                                                                                                          subcrop

                                                                    E020       54.20     55.39       1.19                   Faulted               342.90     343.56      0.66               Complete intersection

                                                                                                                 No MR expected - East of MR
                                                                    E041         -         -           -                                          250.95     251.60      0.65               Complete intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E067         -         -           -                                          299.70     300.20      0.50               Complete intersection
                                                                                                                           subcrop
                                                                                                                  Highly weathered & friable,
                                                                    E013       12.00     18.62       6.62        inconclusive (core loss & No     321.26     321.76      0.50               Complete intersection
                                                                                                                          stringers)
                                                                                                                 No MR expected - East of MR
                                                                    E024         -         -           -                                          278.77     279.26      0.49               Complete intersection
                                                                                                                           subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E069         -         -           -                                          240.98     241.39      0.41               Incomplete intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E027         -         -           -                                          284.47     285.04      0.57               Complete intersection
                                                                                                                          subcrop

                                                                    E014       37.28     39.68       2.40           Complete intersection         342.62     343.68      1.06               Complete Intersection

                                                                                                                 No MR expected - East of MR
                                                                   E069D1        -         -           -                                          241.33     241.63      0.30               Complete Intersection
                                                                                                                          subcrop

                                                                   E001D1        -         -           -             Deflection below MR          547.78     548.26      0.48               Complete Intersection

                                                                                                                                                                                     Incomplete intersection, core loss &
                                                                   E014D1        -         -           -             Deflection below MR          343.29     343.74      0.45
                                                                                                                                                                                                   grinding

                                                                   E014D2        -         -           -             Deflection below MR          342.19     343.06      0.88               Complete Intersection


                                                                    E032      171.69     173.78      2.09           Complete intersection         462.66     463.98      1.32               Complete Intersection

                                                                                                                                                                                          Highly weathered & friable,
                                                                                 -         -           -                                           29.96     30.44       0.48
                                                                                                                                                                                                 inconclusive

                                                                                 -         -           -                                          237.73     238.06      0.33                     LG6A reef
                                                                                                                 No MR expected - East of MR
                                                                   **E057
                                                                                                                          subcrop
                                                                                 -         -           -                                           238.3     238.63      0.33                      LG6 reef


                                                                                 -         -           -                                          238.66     239.85      1.19                      LG6 reef

                                                                                                                 No MR expected - East of MR
                                                                    E045         -         -           -                                          202.205    202.82      0.615              Complete Intersection
                                                                                                                          subcrop

                                                                                 -         -           -                                          324.59     325.02      0.43                     LG6A reef

                                                                                                                 No MR expected - East of MR
                                                                   **E056        -         -           -                                          325.29     325.56      0.27                      LG6 reef
                                                                                                                          subcrop

                                                                                 -         -           -                                          325.82     326.54      0.72                      LG6 reef

                                                                                                                 No MR expected - East of MR
                                                                    E052         -         -           -                                           246.01    247.04       1.03              Complete Intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR                                         Incomplete intersection, core loss &
                                                                    E072         -         -           -                                           248.48    249.07       0.59
                                                                                                                          subcrop                                                                  grinding

                                                                                                                 No MR expected - East of MR
                                                                   E072D1        -         -           -                                           248.71    249.44       0.73              Complete Intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                   E072D2        -         -           -                                           248.64    249.28       0.64              Complete Intersection
                                                                                                                          subcrop

                                                                                                                  core loss, top stringer only,
                                                                    E029       40.02     42.62       2.60                                          314.68    314.88       0.20                     Pothole
                                                                                                                         inconclusive

                                                                                                                 No MR expected - East of MR
                                                                   E050D1        -         -           -                                           276.37    276.90       0.53              Complete Intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                    E076         -         -           -                                           233.22    233.77       0.55              Complete Intersection
                                                                                                                          subcrop

                                                                                                                 No MR expected - East of MR
                                                                   E029D1        -         -           -                  subcrop
                                                                                                                                                   315.08    315.10       0.02                     Pothole

                                                                                                                 No MR expected - East of MR
                                                                    E066         -         -           -                  subcrop
                                                                                                                                                   221.30    221.64       0.34          Incomplete Intersection Faulted

                                                                                                                 No MR expected - East of MR
                                                                   E066D1        -         -           -                  subcrop
                                                                                                                                                   221.19    221.63       0.44              Complete Intersection

                                                                                                                 No MR expected - East of MR
                                                                    E046         -         -           -                  subcrop
                                                                                                                                                   238.66    239.22       0.56              Complete Intersection

                                                                                                                 No MR expected - East of MR
                                                                    E048         -         -           -                  subcrop
                                                                                                                                                   229.77    230.57       0.80              Complete Intersection

                                                                                                                 No MR expected - East of MR
                                                                    E054         -         -           -                  subcrop
                                                                                                                                                   280.52    280.94       0.42              Complete Intersection

                                                                                                                 No MR expected - East of MR
                                                                    E059         -         -           -                  subcrop
                                                                                                                                                   95.17     95.70        0.53              Complete Intersection

                                                                                                                 No MR expected - East of MR                                         Incomplete intersection, core loss &
                                                                    E039         -         -           -                  subcrop
                                                                                                                                                   226.54    226.89       0.35
                                                                                                                                                                                                   Faulted




                    Other exploration data, if meaningful        A high-definition helicopter borne Total Magnetic Field (TMF) gradient
                    and material, should be reported             and gamma-ray spectrometry survey was completed by New Resolution
Other substantive   including (but not limited to): geological   Geophysics (Pty) Ltd (NRG) in January of 2022 which highlighted the
exploration data    observations; geophysical survey             major structural features that could be expected.
                    results; geochemical survey results;
                    bulk samples – size and method of
                    treatment; metallurgical test results;       The total line kilometres flown was 1,425 lkm over the farms
                    bulk density, groundwater, geotechnical      Eerstegeluk 327 KT and Nooitverwacht 324 KT with the survey being
                    and rock characteristics; potential          flown at a height between 25 m and 80 m due to the topography and
                    deleterious or contaminating                 residential areas with an average height of approximately 35 m to 40 m
                    substances.                                  and a line spacing of 50 m.

                   The nature and scale of planned further      Phase 1a has been completed which was approximately 10,000m of
                   work (e.g. tests for lateral extensions or   drilling. This phase tested the wider area for the grade distribution and
                   depth extensions or large-scale step-        bigger picture structural understanding. Phase 1b will now focus on the
                   out drilling).                               PFS payback area to convert the inferred resource in this area to
                                                                indicated resources. Deflections are also being drilled for metallurgical
                                                                and geotechnical studies. The drilling proramme is still for approximately
                                                                25,000m in total.

                   Diagrams clearly highlighting the areas
                   of possible extensions, including the
                   main geological interpretations and
                   future drilling areas, provided this
                   information is not commercially
                   sensitive.
Further work                                                    Above are the structural blocks modelled from the drillhole database
                                                                (UG2 on top and MR the second). The entire area is either in Mineral
                                                                Resource (indicated or inferred) or Exploration Target so there is limited
                                                                upside potential within the project boundaries.

                                                                                             
SECTION 3: ESTIMATION AND REPORTING OF MINERAL RESOURCES
Criteria               Explanation                                                   Detail

                 Measures taken to ensure       Geological data in the form of drillhole collar surveys, downhole surveys and
                 that data has not been         geological logs captured on paper records was compared to data captured and
                 corrupted by, for example,     saved in soft copy Excel spreadsheets that form the geological repository which
                 transcription or keying        informs the modelling database. Any errors, omissions, and invalid transcriptions
                 errors, between its initial    identified were returned to the exploration team for rectification before the data
                 collection and its use for     was processed any further for use in 3D-structural modelling and grade
                 Mineral Resource               estimation processes.
                 estimation purposes.
Database                                        Base geological data informing the estimate was validated using in-built
integrity                                       functionality in Datamine StudioRM software. Validation routine involved
                                                checking spatial location of drillholes collars and intersections, validity of
                                                stratigraphic logging, checking for repetition of logged intersections, reasons for
                 Data validation procedures     the absence of analytical data, negative thicknesses and an assessment of the
                 used.                          correlation of all aspects of the new drilling data to the historic drilling data from
                                                the Nkwe drillhole database. The Nkwe database was inspected for erroneous /
                                                non representative datapoints and removed based on the knowledge gained
                                                from the recent SPD drilling.

                 Comment on any site visits     The Competent Person regularly visits the project site with the latest visit having
                 undertaken by the              been carried out over the period from 13 to 14 June 2023 and again on the 27th
                 Competent Person and the       of June 2023.
Site visits      outcome of those visits.

                 If no site visits have been
                 undertaken indicate why this   Refer to above.
                 is the case.
                                                The Bengwenyama project is bounded to the northern extremity by a mine that is
                 Confidence in (or              in current operation and economically exploiting the same UG2 reef. Several
                 conversely, the uncertainty    SPD drillholes are sited in areas in which similar drilling was completed by Nkwe
                 of) the geological             Platinum during the early 2000s. Geological interpretation as informed from the
                 interpretation of the mineral  current SPD holes, correlates reasonably well with interpretation from the historic
                 deposit.                       Nkwe drill data.

                                                The consolidated SPD database informing this estimate incorporates data from
                                                historic Nkwe drilling. This data was compiled by transcribing information from
                                                documents available in the public domain. Analytical data in the Nkwe drillholes
                 Nature of the data used and    is presented as 4E only. Individual PGEs were not reported. Results from QQ
                 of any assumptions made.       plots (R2=0.93 for the UG2 and R2=0.81 for the MR) suggest that SPD data is
                                                highly comparable to the Nkwe data. Accordingly, the data has been
                                                consolidated into a single geological database.

                                                Literature from the public domain suggests absence of UG2 reef in the
                 The effect, if any, of         Eerstegeluk Dome area. In contrast, recent SPD drilling (drillhole E057) located
Geological       alternative interpretations on within the area, intersected the UG2 reef at a depth of approximately 30m below
interpretation   Mineral Resource               surface. This implies the SPD drilling in the area is presenting an opportunity to
                 estimation.                    validate the theory or potentially offer an alternative interpretation of this
                                                structurally complex area of the project.

                                                Contouring of the elevation of the UG2 reef and MR top contact as interpreted
                                                from geological logging, knowledge of the regional structural geology,
                 The use of geology in          incorporation of mapped faults, dykes, sills, and the use of data from the TMF
                 guiding and controlling        gradient and gamma-ray spectrometry survey completed by New Resolution
                 Mineral Resource               Geophysics (Pty) Ltd (NRG) in January of 2022, highlighting the major structural
                 estimation.                    features, guided delineation of 20 fault blocks and culminated in the generation
                                                of the associated UG2 3D wireframe model.

                                                The project area is bisected by faults and several dyke swarms with throws in
                                                excess of 200m. Current structural interpretation postulates the Eerstegeluk
                 The factors affecting          Dome area comprises a stack of several upthrow faults culminating in an overall
                 continuity both of grade and   upthrow of the UG2 reef to a location as shallow as 30m below surface. Other
                 geology.                       than potholing observed in the areas limited to the northern periphery, the PGE
                                                grades appear unaffected.

                 The extent and variability of  The Bengwenyama project covers an area of approximately 52.9km 2. with a
                 the Mineral Resource           strike of approximately 4km. Data from the Nkwe drillholes suggests a down-dip
                 expressed as length (along     continuity of UG2 and MR reef over approximately 11km at an average true dip
                 strike or otherwise), plan     of approximately 6-7°, north-west.
                 width, and depth below
                 surface to the upper and
                 lower limits of the Mineral
                 Resource.
Dimensions                                         Location of the UG2 reef is shallowest in the south-east corner of the project
                                                   area at approximately 30m below surface and deepest in the north-west corner
                                                   where it is in excess of 1,000m below surface. The MR is approximately 260m
                                                   above the UG2 reef and subcrops in the central portion of the farm Eerstegeluk.

                 The nature and                    The statistical analysis on the base geological data informing the estimate
                 appropriateness of the            suggests that no capping or treatment of extreme values is necessary. Owing to
                 estimation technique(s)           the low density of drilling data available to date geological domains, possible
                 applied and key                   facies and anisotropy has not been identified. However, for the MR one sample
                 assumptions, including            was capped back to 4.68 g/t for the 4E grade (see below).
                 treatment of extreme grade
                 values, domaining,
                 interpolation parameters
                 and maximum distance of
                 extrapolation from data
                 points. If a computer             Ordinary Kriging, an industry best choice for evaluation of PGEs, has been
                 assisted estimation method        successfully applied for all grade interpolation with all 3D wireframe modelling
                 was chosen include a              and grade estimation processes completed in Datamine StudioRM Version
                 description of computer           1.11.65.0 geological modelling software.
                 software and parameters
                 used.                             Kriging neighbourhood analysis (KNA) recommended a parent block size of
                                                   350m (in X and Y directions) with a minimum and maximum number of samples
                                                   of 5 and 15 respectively for the first search volume which is matched to the
                                                   range of the 4E modelled variogram (approximately 2,000m). Three search
                                                   volumes with decreasing samples were used for the estimation.

                                                   All PGE elements, Pt, Pd, Rh, Au, Ir, Os and Ru as well as base metals Cu, Ni,
                                                   Cr and Fe were individually estimated in addition to estimation of combined 4E
                                                   (Pt, Pd, Rh & Au) and 7E (Pt, Pd, Rh, Ir, Os, Ru & Au) grades.

                                                   Extrapolation has been carried out to half the average drillhole spacing and
                                                   where applicable terminated on the major geological structures.

                 The availability of check         The Bengwenyama Project is a green field project with no mining activity ever
                 estimates, previous               recorded. As such no depletion of Mineral Resources is applicable.
                 estimates and/or mine 
Estimation       production records and            The previous estimate for the Bengwenyama Project was declared on 01 July
and modelling    whether the Mineral               2021 and presented 33.87Mt at 7.7g/t 4E and 8.38Moz in Inferred Resources.
techniques
                 Resource estimate takes
                 appropriate account of such       Taking into account the impact of the additional SPD drilling completed to date,
                 data.                             the previous estimate correlates reasonably well with the current and updated
                                                   estimate of 49.85Mt at 7.51g/t 4E and 12.040Moz of Indicated and Inferred
                                                   Resources for the UG2 with the MR also having very similar results.
                                                   Metallurgical testwork is currently underway to establish the viability of recovery
                 The assumptions made              of any by-products, in particular chromite. There is no record of previous similar
                 regarding recovery of by-         testwork completed in the Bengwenyama project area. However, the UG2 on the
                 products.                         eastern limb of the BC is well known and understood and the average recoveries
                                                   have been assumed for now.
                 Estimation of deleterious
                 elements or other non-grade       Other than the base metals Cu, Ni and Fe, no deleterious elements have been
                 variables of economic             identified. The base metals have all been estimated on elemental basis with the
                 significance (e.g. sulphur for    Cr:Fe ratio of the UG2 chromitite horizon, from modelled Cr and Fe analysis,
                 acid mine drainage                observed to be around 1.19.
                 characterisation).

                 In the case of block model        Drillhole spacing is not on a defined grid owing to challenges drilling in populated
                 interpolation, the block size     space. The well drilled areas are typically informed by an average drillhole
                 in relation to the average        spacing of approximately 350m with poorly informed areas informed by drilling
                 sample spacing and the            spacing in excess of 1,000m.
                 search employed.
                                                   Kriging neighbourhood analysis (QKNA) recommended a parent block size of
                                                   350m (in X and Y directions) with a minimum and maximum number of samples
                                                   of 5 and 15 respectively for the first search volume which is matched to the
                                                   range of the 4E modelled variogram (approximately 2,000m). Three search
                                                   volumes with decreasing samples were used for grade estimation.

                                                   A study to test the viability of several possible options and in some cases
                Any assumptions behind             combinations of mining methods is currently underway. The current modelling
                modelling of selective             does not incorporate guidance from knowledge of any possible proposed mining
                mining units.                      method or selective mining approach.

                Any assumptions about              The QQ plot results (R2=0.93 for the UG2 and R2=0.81 for the MR) suggest SPD
Estimation      correlation between                data is highly comparable to the Nkwe historic drill data.
and modelling   variables.
                                                   Accordingly, the data was consolidated into a single database. The consolidation
                                                   enabled expansion of the database to incorporate back-calculated individual Pt,
                                                   Pd, Rh and Au grades from the single analytical 4E grade in the Nkwe drillholes
                                                   basing on prill splits as established from the complete empirical SPD analytical
                                                   dataset. The grades for Os, Ir and Ru were then determined from regression
                                                   relationships enabling the estimation and eventual reporting to 7E grade and
                                                   including base metals.

                                                   Major structural discontinuities were identified from interpretation of the TMF
                                                   gradient and gamma-ray spectrometry survey, field mapping and contouring of
                                                   elevation of the UG2 reef top contact. Knowledge of regional structural geology
                                                   and regional geological losses guided delineation of 20 fault blocks and the
                                                   generation of the resultant UG2 and MR 3D wireframe model.
               Description of how the
               geological interpretation
               was used to control the
               resource estimates.              Application of results such as the modelled variogram ranges, spatial continuity
                                                of kriging efficiencies and the slope of regression results, the sample search
                                                volume used and the number of samples informing a grade estimate constrained
                                                grade extrapolations beyond known drill data.

                                                Statistical analysis on the raw data informing the estimate suggests that no
               Discussion of basis for          capping or treatment of extreme values is necessary, other than one sample for
               using or not using grade         the MR, and does show reasonable support for geological domaining or any
               cutting or capping.              possible anisotropy.

               The process of validation,       Integrity of grade estimation was validated through swath plots in the X and Y
               the checking process used,       directions, sample-to-model box-whisker plots on global means for all estimated
               the comparison of model          grades and the visual analysis of grade plans for the 4E and 7E grades as well
               data to drillhole data, and      as plans showing the spatial distribution of the UG2 reef thickness, Slope of
               use of reconciliation data if    Regression, Kriging Efficiencies, Search Volume and the number of samples
               available.                       used to inform grades estimates.

               Whether the tonnages are
               estimated on a dry basis or
Moisture       with natural moisture, and       All tonnages are reported on a dry basis.
               the method of determination
               of the moisture content.
                                                 Zone specific geological losses have been applied and the Mineral Resources
                                                 are declared at a paylimit of 1.9 g/t and 1.6 g/t 4E using a basket price of USD
                                                 2,654/oz and USD 1,888/oz for the UG2 Reef and MR respectively. No mining
                                                 cut has been applied at this stage as the supporting geotechnical work is still in
                                                 progress.

                                                 Below are the parameters used for the basket price and pay limit calculation.
                 The basis of the adopted           Element     Resource price (USD/oz) 4E prill split 7E prill split Recovery Payability
Cut-off          cut-off grade(s) or quality
parameters                                        Platinum                      1,025        45.3%        37.5%        85%         86%
                 parameters applied.              Palladium                     2,200        43.5%        36.0%        85%         86%
                                                  Rhodium                      12,400         9.7%         8.0%        85%         86%
                                                  Gold                          2,000         1.5%         1.2%        85%         86%
                                                  Ruthenium                       465         0.0%        13.0%        71%         55%
                                                  Iridium                       4,600         0.0%         2.6%        75%         45%
                                                  Osmium                          400         0.0%         1.7%        75%         45%

                 Assumptions made
                 regarding possible mining
                 methods, minimum mining
                 dimensions and internal (or,
                 if applicable, external)         It is envisaged that the Mineral Resource mining cut will be approximately 1m for
                 mining dilution. It is always    the UG2 due to the absence of stringers in footprint of the currently drilled area.
                 necessary as part of the         The hanging wall contact is a distinct Leuconorite plane referred to as the
                 process of determining           Leuconorite Parting Plane (LPP) and forms a distinct sharp hanging wall contact
                 reasonable prospects for         with no chromitite stringers above it. For the MR the mining cut will probably be
Mining factors   eventual economic                the reef width, which is approximately 2,00m plus 10cm hanging wall and 10cm
or               extraction to consider           footwall dilution.
assumptions      potential mining methods,
                 but the assumptions made         Mining studies on the possible practical mining methods or a combination thereof
                 regarding mining methods         are currently being concluded.
                 and parameters when
                 estimating Mineral               The current geological modelling does not incorporate any assumptions or
                 Resources may not always         provide any form of guidance for a chosen specific mining method.
                 be rigorous. Where this is
                 the case, this should be
                 reported with an explanation
                 of the basis of the mining
                 assumptions made.

                 The basis for assumptions
                 or predictions regarding
                 metallurgical amenability. It
                 is always necessary as part
                 of the process of
                 determining reasonable
                 prospects for eventual
                 economic extraction to           Samples for metallurgical testwork for the UG2 have been collected from site
                 consider potential               and submitted to the SGS laboratory to establish the most optimal recovery
Metallurgical    metallurgical methods, but       method or a combination thereof.
factors or       the assumptions regarding
assumptions      metallurgical treatment          The current geological modelling supporting this estimate does not incorporate
                 processes and parameters         any assumptions or provide guidance for a specific recovery method.
                 made when reporting
                 Mineral Resources may not
                 always be rigorous. Where
                 this is the case, this should
                 be reported with an
                 explanation of the basis of
                 the metallurgical
                 assumptions made.

                 Assumptions made
                 regarding possible waste
                 and process residue              A series of specialised environmental studies are in the process of being
                 disposal options. It is always   commissioned to establish a balance between compliance of the eventual
                 necessary as part of the         chosen mining method to environmental regulations against optimal and
Environmental    process of determining           practical extraction that will achieve the least environmental impact.
factors or       reasonable prospects for
assumptions      eventual economic                The current geological modelling supporting this estimate does not incorporate
                 extraction to consider the       any assumptions or provide guidance to achieve the least environmental impact.
                 potential environmental
                 impacts of the mining and
                 processing operation. While
                 at this stage the
                 determination of potential
                 environmental impacts,
                 particularly for a greenfields
                 project, may not always be
                 well advanced, the status of
                 early consideration of these
                 potential environmental
                 impacts should be reported.
                 Where these aspects have
                 not been considered this
                 should be reported with an
                 explanation of the
                 environmental assumptions
                 made.

                 Whether assumed or
                 determined. If assumed, the      A density of 3.93 t/m3 for the UG2 and 3.28 t/m3 for the MR was used in the
                 basis for the assumptions. If    tonnage estimation. The density was determined empirically using the
                 determined, the method           Archimedes method on UG2 reef and MR intersection samples from a population
                 used, whether wet or dry,        from 45 and 81 diamond drill core samples respectively from 14 SPD drillholes.
                 the frequency of the             The determination of density is an ongoing exercise conducted by the field
                 measurements, the nature,        exploration team to expand the database for use to support tonnage estimates.
                 size and representativeness
                 of the samples.

                 The bulk density for bulk
                 material must have been
Bulk density     measured by methods that
                 adequately account for void      The density was determined empirically using the Archimedes method on UG2
                 spaces (vugs, porosity,          reef and MR intersection samples.
                 etc.), moisture and 
                 differences between rock
                 and alteration zones within
                 the deposit.

                 Discuss assumptions for
                 bulk density estimates used      Not applicable
                 in the evaluation process of
                 the different materials.
                                                  The Mineral Resource categories were determined based on the QAQC, slope of
                                                  regression (SOR), kriging efficiency (KE) and knowledge of the continuity of the
                                                  UG2 reef horizon.
                 The basis for the
                 classification of the Mineral
Classification   Resources into varying
                 confidence categories.          The Indicated Mineral Resources are based on a SOR greater than 0.6, a KE
                                                 greater than 0.3, a search volume less than 2.5 as well as application of local
                                                 knowledge of areas with high confidence in UG2 reef continuity.
                                                 The Inferred Mineral Resources are based on a SOR of greater than 0.3,
                                                 extrapolation based on half the distance of the range of the 4E grade variogram
                                                 with termination onto the major structural discontinuities. The footprint of the
                                                 Exploration Target Range is extrapolated from the boundary of Inferred Mineral
                                                 Resources to the project perimeter fence.

                Whether appropriate              Geological losses have been applied to the resource to account for the effects of
                account has been taken of        faults, dykes, and potholes. This was estimated by considering the successful
                all relevant factors (i.e.       drillhole intersections, identified major faults and dykes from the TMF geophysics
                relative confidence in           and additional minor losses. The project area was divided into larger blocks
                tonnage/grade estimations,       representing various degrees of geological losses. The geological losses for the
                reliability of input data,       UG2 range from 16% to 40% for the Exploration Target area with the
                confidence in continuity of      Eerstegeluk Dome area completely excluded at this stage of reporting.
                geology and metal values,        For the MR the geological losses range from 18% to 40% for the Exploration
                quality, quantity and            Target area and the top 40m (vertically) at the subcrop for the MR is also
                distribution of the data).       excluded due to weathering and oxidation.

                Whether the result               The CP is of the opinion that the Mineral Resource classification criteria and
                appropriately reflects the       associated results are a true reflection of the Bengwenyama orebody and
                Competent Person’s view of       demonstrate the current levels of confidence as informed by drill data.
                the deposit.
                                                 The Mineral Resources estimate, as well as processes associated with
                The results of any audits or     estimation work as contained in this press release has been reviewed by an
Audits or       reviews of Mineral Resource      independent third party, Mr. Garth Mitchell, of ExplorMine Consultants (Pty) Ltd.
reviews         estimates.                       Mr. Mitchell confirms validity and reasonableness of estimate and confirms that
                                                 due care and diligence was applied in the compilation.
                Where appropriate a
                statement of the relative
                accuracy and confidence
                level in the Mineral             The QQ plot results (R2=0.93 for the UG2 and R2=0.81 for the MR) suggest the
                Resource estimate using an       SPD data is highly comparable to the Nkwe historic drill data and that the two
                approach or procedure            datasets can be consolidated into a single database without any issues.
                deemed appropriate by the
                Competent Person. For            The consolidation enabled back-calculation of individual Pt, Pd, Rh and Au
                example, the application of      grades from the single analytical 4E grade in the Nkwe drillholes basing on prill
                statistical or geostatistical    splits established from the complete empirical SPD analytical dataset as well at
                procedures to quantify the       determining individual grades for Os, Ir and Ru from regression relationships.
                relative accuracy of the         This has enabled reporting to 7E grade.
                resource within stated
                confidence limits, or, if such   The UG2 Exploration Target is based on the estimated kriged value of the
Discussion of   an approach is not deemed        drillhole database with a 20% range applied to it.
relative        appropriate, a qualitative
accuracy/       discussion of the factors
confidence      that could affect the relative
                accuracy and confidence of
                the estimate.

                The statement should
                specify whether it relates to
                global or local estimates,
                and, if local, state the
                relevant tonnages, which          The CP is of the opinion that geological modelling underlying the estimate
                should be relevant to             contained in this press release is a true reflection of the Bengwenyama orebody
                technical and economic            and considers the grade and tonnage estimates robust.
                evaluation. Documentation
                should include assumptions
                made and the procedures
                used.

                These statements of relative
                accuracy and confidence of
                the estimate should be            Not applicable
                compared with production
                data, where available.


Date: 10-07-2023 09:56:00
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