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SOUTHERN PALLADIUM LIMITED - UG2 Mineral Resource increases by 39% to 11.65Moz (4E), including 2.56Moz (4E) upgraded to Indicated status.

Release Date: 30/05/2023 09:20
Code(s): SDL     PDF:  
Wrap Text
UG2 Mineral Resource increases by 39% to 11.65Moz (4E), including 2.56Moz (4E) upgraded to Indicated status.

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”)


UG2 Mineral Resource increases by 39% to 11.65Moz (4E), including 2.56Moz (4E) upgraded to
Indicated status.


Highlights:

• An interim UG2 Mineral Resource update at the Bengwenyama Platinum Group Metals (PGM)
  Project has resulted in a 39% increase in the total UG2 Mineral Resource on a 3PGE+Au (4E) basis,
  increasing from 8.38Moz to 11.65 Moz.

• A maiden Resource of 14.13Moz expressed on a 6PGE+Au (7E) basis has been established.

• 2.56Moz of the UG2 Reef has now been converted to an Indicated Mineral Resource at a 3PGE+Au
  (4E) grade of 7.65 g/t, in line with previous grade expectations, and a 6PGE+Au (7E) grade of 9.24
  g/t.

• UG2 3D geological model has been updated which suggests that the eastern area of the Project is
  less structurally complex than originally thought.

• Drilling is continuing with a sixth drill rig likely on site in July to increase the monthly drill meters.

• The sixth drill rig will be employed to investigate a second entry point for a faster production ramp
  up which is expected to be incorporated in an Updated Scoping Study.

• Submission of a Mining Right Application is on track for Q3 CY2023, five months ahead of the original
  schedule.

Southern Palladium (ASX:SPD and JSE:SDL), ‘Southern Palladium’ or ‘the Company’) is pleased to
announce its first interim UG2 Mineral Resource update at the Bengwenyama Platinum Group Metal
(PGM) project, located on the Eastern Limb of the world class Bushveld Complex, South Africa since it
listed on 8th June 2022.

Managing Director Johan Odendaal, said:

“The first interim UG2 Mineral Resource update at the Bengwenyama project has shown an impressive
39% increase from the resource presented in the SPD prospectus last year. It is also pleasing to note that
2.56 million ounces of the UG2 Reef has now been converted to Indicated status at a grade in line with
expectations. The rate of conversion of Inferred to Indicated is high. We have also been very pleased with
the Far East Block discovery which has contributed a significant upgrade to the resource base. This takes
us a step closer to reaching our first milestone target of a 2-million-ounce reserve."

“The immediate aim is to convert more of the resource from Inferred to Indicated on the shallow eastern
portion, known as the Payback Area Block, so we can reach an acceptable confidence level in our
Prefeasibility Cashflow Model.

The updated structural model provides a valuable insight into locating where the most feasible
underground access areas are on the Eastern portion of the orebody. With our knowledge of this area of
the orebody now well-established, one drilling rig will move to the western portion of the Eerstegeluk farm
in the coming months to gain a better understanding of the uplifted Horst Block area.”

                                                                                                       
Updated UG2 Mineral Resource

The Phase 1 drilling programme, based on a 350m drilling grid, was approached in two stages – Phase 1a
and Phase 1b. Phase 1a was designed with wider drill spacing that covered a larger area, to obtain a better
understanding of the structures and grade distribution in the shallow eastern portion of Eerstegeluk. This
has now been completed. Within the Phase 1a drilling grid there are areas of closer spaced drilling where
assay results have confirmed the maiden Indicated Mineral Resource upgrade. Phase 1b, comprising the
remainder of the 63 planned drillholes, has commenced and will focus on closer spaced infill drilling of
phase 1a, to convert additional Inferred Mineral Resource to Indicated Mineral Resource.

The recent drilling programme has allowed for the validation of the historical drill hole database. A
statistical analysis has been completed on the historical and new databases and has established a 96.4%
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.

Table 1 below shows the consolidated UG2 Mineral Resource as at 30 May 2023. Geological losses have
been applied and the resource is declared at a pay limit of 1.9 g/t using a 4E basket price of US$2,654/oz.
Importantly, no Mineral Resource falls below the pay limit. No mining cut has been applied at this stage
as the geotechnical work still needs to be completed. However, it is envisaged that the resource mining
cut will be around 1 metre based on the observation that chromitite stringers are commonly absent in the
drilled area and by comparison with other mines in the area.

The hanging wall contact is distinct. The LPP or the Leuconorite parting plane forms a sharp hanging wall
contact with no chromitite stringers in the hanging wall.

The full mining width will be determined as part of future mining studies and will incorporate dilution by
low or nil grade hanging wall and footwall dilution, as is seen in most operations in the Bushveld Complex.

Table 1: UG2 Mineral Resource as at 30 May 2023

                            Reef       Pt       Pd    Rh      Au      Ir          Os     Ru       4E     7E     Cu     Ni     Cr2O3       (4E)         (7E)
Resource          Tonnes
                            width
Classification     (Mt)                                              (g/t)                                              (%)                     Moz
                            (cm)
Indicated         10.76      71       3.48    3.34    0.75   0.12    0.25         0.16   1.19     7.65   9.24   0.03   0.16   30.53      2.56         3.09
Inferred          39.09       69      3.47    3.17    0.74   0.10    0.25         0.16   1.21     7.49   9.10   0.03   0.16   28.22      9.09     11.04
Note: All elements have been estimated individually and their combined grade will vary slightly from the estimated composite 4E and 7E modelled
grades


Table 2 provides a summary of the UG2 Exploration Target as at 30 May 2023. The UG2 Exploration Target
is based on the estimated kriged value of the drillhole database with a 20% range applied.

The potential quantity and grade are 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.

Table 2: UG2 Exploration Target as at 30 May 2023
                                                                                                                                         Maximum
      Category                          Reef                        Minimum                     Maximum        Minimum grade            grade (3PGE+Au
                                                                    tonnes (Mt)                 tonnes (Mt)     (3PGE+Au g/t)               g/t)
 Exploration Target                      UG2                                 37                     56                 6.2                  9.2

Table 3 is a reconciliation between the 01 July 2021 Mineral Resource in the Prospectus and the 30 May
2023 Mineral Resource for the UG2 Reef. The Indicated and Inferred mineral resources have been

                                                                                                                                           
consolidated for the purposes of the reconciliation. The interim UG2 resource update has resulted in a
39% increase in contained ounces for the UG2 Mineral Resource.

Table 3: UG2 Mineral Resource Reconciliation with the 01 July 2021 UG2 Mineral Resource Estimate

                                                  Tonnes                  3PGE+Au             Reef width
 Total Resource                        Reef
                                                   (Mt)             g/t             Moz          (cm)
 2021                                              33.87           7.70             8.38           71
 2023                                 UG2          49.85           7.52             11.65          69                                      
 Variance                                          15.98          -0.18             3.27           -2
 % Variance                                         47%            -2%               39%          -2%


Figure 1 shows the location of the drillholes used in the geological modelling (48 drill holes) and Mineral
Resource estimation (34 drillholes).


Figure 1: Drillholes used in the Modelling.


Updated 3D Structural Model

The Bengwenyama structural model has been updated with the combined historical drillhole data and the
new SPD drillhole data. The biggest change in the geological model is that the average dip of the UG2 Reef
was revised down to approximately 6 degrees, from the previous measure of 12 degrees.

Figure 2 is a NW – SE section line through Eerstegeluk, the location of which is shown in Figure 1. The
section illustrates the previous (black line) and updated (purple line) structural model, showing the
inclusion of the newly discovered Far East Block (FEB). Also highlighted is the Horst Block, which will be
the target of drilling in forthcoming months.

Figure 2: NW-SE Cross Section of the UG2 Reef Horizon

The recent drilling has also shown that the throws on the major north/south faults and dykes in the north-
eastern portion of Eerstegeluk are not as large as initially modelled. There has been a large gain in UG2
Reef towards the eastern boundary of Eerstegeluk which, in previous press releases, has been termed the
Far East Block (FEB) (refer ASX Announcement 3 February 2023).

In the previous structural model, it was assumed that the UG2 was not present in the FEB. This area has
been a significant contributor (approximately 1.3Moz – see figure 7) to the current resource upgrade.

There has also been a reduction in the Exploration Target in the “Dome” area. Recent drilling around the
Dome has indicated that this is an uplifted area where the UG2 Reef is unlikely to be present. (See Figures
3 and 6). The gap in the dome area shows the area of the UG2 that has been excluded from the Exploration
Target. It had not been a part of the earlier Inferred Resource.

Figure 3: Updated UG2 3D Geological Model

Figure 4 shows a 3D oblique section of the UG2 Reef horizon looking north, showing the gentler modelled
dip toward the south-west.
                                                                                               
Figure 4: 3D Geological Section of the UG2

The geological model has allowed for the delineation of larger structural blocks for mine design purposes.
These structural blocks have been outlined in Figure 5.

Figure 5: Structural Blocks of the UG2 Reef

UG2 Mineral Resource Estimation

The UG2 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 24 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 6 shows the
3PGE+Au g/t resultant model with the drillhole positions used in the estimation. The statistical analysis
showed that no capping 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 46.2%
: 42.6% : 9.9% : 1.4% were determined using these estimates. The Cr:Fe ratio of the UG2 chromitite
horizon, from modelled Cr and Fe analysis, is 1.19. A density of 3.93 t/m3 was used in the tonnage estimate
which was determined from the reef intersections using the Archimedes methodology.

Figure 6: Modelled 3PGE+Au g/t Plot of the UG2 Reef

Mineral Resource Categories

The Mineral Resource categories (Figure 7) were determined based on the QAQC, slope of regression
(SOR), kriging efficiency (KE) and continuity of the UG2 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 UG2 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 7 illustrates the 2021 Mineral Resource
classification of inferred Mineral Resource (dark blue) and Exploration Target for comparison. This shows
the excellent conversion ratio from Inferred to Indicated.

                                                                                                          
Much of the resource addition has come from the newly discovered Far East Block (Figure 7 where the
UG2 was previously not recognised. This area is currently at Inferred status and will be upgraded to
Indicated in the next few months.

Figure 7: UG2 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 UG2 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 16%
to 40% for the Exploration Target area. The “dome” area has been excluded completely at this stage.
These blocks can be seen in Figure 8.
                                                                                                                 
Figure 8: UG2 Reef Geological Losses (%)

Near term drilling

The Phase 1a drill program focused on obtaining reef intersections across the shallow eastern portion of
the UG2 Reef on the farm Eerstegeluk to better understand the overall grade distribution and to develop
a more accurate geological model. This has been achieved and the focus now shifts to converting the
inferred UG2 Mineral Resource in a block defined as the ‘Payback Area’ to an Indicated Mineral Resource
(Figure 9). The Payback Area has been assessed as the approximate resource quantum for the UG2 Reef
which can achieve capital payback of the project.

In addition, deflections are being drilled at selected locations for the scoping and pre-feasibility studies,
geotechnical studies and for metallurgical samples, flotation efficiency test work (MF2 testing) and bond
ball mill work index determinations. This work is in progress, and the metallurgical sample collection has
been completed which will be submitted to the laboratory in June. The geotechnical studies will be used
for mine design purposes and also to better understand the potential mining cuts for Mineral Resource.

As part of the near-term drilling programme (4 to 6 months) the deeper western portion of Eerstegeluk
needs to be drilled to understand the structures and reef in the Horst Block which currently lies within the
Exploration Target (see location in Figure 5) with no drilling data in the southern horst block (Figure 9).
The Horst Block could be incorporated as a second entry point (for faster production ramp up) into the
early stages of the mine plan and hence the structural understanding is important for the early mine
designs for a concept study and pre-feasibility study (PFS).

A sixth drilling rig is being refurbished by the drilling company and is scheduled to be on site in July.
                                                                                                            
Figure 9: Completed Drillholes with Immediate Drilling Focus Area (Payback Area)

Exploration and pre-development schedule

Submission of a Mining Right Application (MRA) is on track for 3Q CY2023, 5 months ahead of the initial
planned date. The MRA requires a work programme, environmental scoping study and social and labour
plan, all of which are currently in preparation. In parallel, the Company will work on an Updated Scoping
Study using the results of this resource upgrade and a potential second entry point, followed by a PFS.

The updated structural model for the Bengwenyama project provides a valuable insight into locating the
most feasible underground access areas on the Eastern portion of the orebody and the immediate aim is
to convert more Inferred to Indicated resource on the shallow eastern portion, known as the Payback
Area Block (Figure 9). Drilling for the next 4 months will be directed towards this area. Management is
confident that the payback area could, in addition to the current Indicated resource, provide enough
resource ounces to reach the milestone of 2Moz 4E once converted to Reserve.

As well, one drill rig will move to an area in the south-western portion of the Eerstegeluk farm to get a
better understanding of the uplifted Horst Block. This drilling is crucial to finalise the mine design and plan
for the Eerstegeluk area for the Updated Scoping Study.

A second interim resource update is targeted for Q4 CY2023, followed by the release of an updated
scoping study in Q1 CY2024.

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 recently been completed, a two-
phase diamond drill programme which has commenced in August 2022 as well as various technical
studies to be completed.

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

30 May 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. 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.

Sampling techniques   Aspects of the determination of
                      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
                      m samples from which 3 kg was                 The sampling methodology is standard and as per industry practice in the
                      pulverised to produce a 30 g charge for       Bushveld Complex (BC). The samples are 20 cm in length and are split into
                      fire assay’). In other cases, more            two equal halves with one half being submitted for analysis. The core size
                      explanation may be required, such as          starts as HQ (10 m to 50 m) but is NQ by the time the reef is intersected.
                      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
                      (e.g. core diameter, triple or standard      utilised have been the CS 1500, Delta 520 and a smaller Longyear 44.
Drilling techniques   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.
                      whether quarter, half or all core taken.

                      If non-core, whether riffled, tube
Sub-sampling          sampled, rotary split, etc. and whether       This project only makes use of core drilling.
techniques        and sampled wet or dry.
sample preparation
                      For all sample types, the nature, quality     The sample preparation code at ALS is PREP-31H which has the following
                      and appropriateness of the sample             procedure: -
                      preparation technique.

                                                                                                                                       
                                                SECTION 1: SAMPLING TECHNIQUES AND DATA
           Criteria                        Explanation                                              Detail

                                                                     Login of samples into the system, weighing, fine crushing of entire sample
                                                                     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.

Verification of          Discuss any adjustment to assay data.        No adjustments have been made to the assayed results.

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
                         surveys), trenches, mine workings and        drillholes will be surveyed in at a later stage.
                         other locations used in Mineral
Location of data         Resource estimation.
points
                                                                      
                         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 and Data    spacing for reporting of Exploration         completed to date or in progress has a wider spacing to get a better
distribution             Results.                                     understanding of the larger structural domains of the project.

                                                                                                                                            
                                                 SECTION 1: SAMPLING TECHNIQUES AND DATA
          Criteria                       Explanation                                                     Detail

                       Whether the data spacing and
                       distribution is sufficient to establish the    Geological continuity is based on the knowledge of the surrounding area
                       degree of geological and grade                 and 3D model constructed from historical data. The 24 of the 26 completed
                       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.




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




                                           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
                                                                  comprises mineralised chromitite, whereas the Merensky Reef is
                       Deposit type, geological setting and       defined as the mineralised pyroxenitic zone between upper and lower
Geology                style of mineralisation.                   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.


                                           SECTION 2: REPORTING OF EXPLORATION RESULTS
        Criteria                        Explanation                                   Detail
                                                                                                                                      Drilling
                        A summary of all information                       BH ID   Date Started Date Completed   Easting   Northing        Elevation
                                                                                                                                                       From
                                                                                                                                                                To (m)   Drilled Metres            Comment
                                                                                                                                                        (m)
                        material to the understanding of the        E019            23-Aug-22     05-Sep-22      -86451    -2736870              804    0.00    32.42        32.42         Abandoned, stuck drill rods
                        exploration results including a             E019a           06-Sep-22     05-Oct-22      -86447    -2736870              804    0.00    323.77       323.77             EOH, completed
                        tabulation of the following                 E060            26-Aug-22     19-Oct-22      -85837    -2740292              774    0.00    206.72       206.72             EOH, completed
                        information for all Material drillholes:    E060_D1         23-Nov-22     28-Nov-22      -85837    -2740292              635   139.00   185.53       46.53              EOH, completed
                                                                                                                                                                                          EOH, completed, extended to
                        * easting and northing of the drillhole     E062            26-Aug-22     02-Sep-22      -86184    -2740002              777    0.00    120.34       120.34          UG1 for stratigraphy
                                                                                                                                                                                          Deflection completed, faulted
                                                                    E062_D1         07-Sep-22     08-Sep-22      -86184    -2740002              759   18.30    34.92        16.62                   UG2
                        collar                                      E062_D2         09-Sep-22     10-Sep-22      -86184    -2740002              764   13.30    33.00        19.70        Deflection completed, faulted       
                                                                                                                                                                                                   UG2
                        * elevation or RL (Reduced Level –          E058            12-Sep-22     05-Oct-22      -86127    -2740386              777    0.00    158.25       158.25             EOH, completed
                        elevation above sea level in metres)        E033            07-Sep-22     15-Oct-22      -85930    -2737823              786    0.00    261.58       261.58             EOH, completed
                        of the drillhole collar                     E028            07-Oct-22     24-Oct-22      -86764    -2736873              806    0.00    383.75       383.75             EOH, completed
                                                                    E004            14-Oct-22     15-Nov-22      -87547    -2734952              839    0.00    524.50       524.50             EOH, completed
                        * dip and azimuth of the hole               E004_D1         19-Nov-22     24-Nov-22      -87547    -2734952              382   457.00   518.75       61.75           Deflection completed
                                                                    E030            26-Oct-22     05-Dec-22      -87118    -2737704              801    0.00    413.75      413.75              EOH, completed
                        * down hole length and interception         E025            18-Oct-22     09-Nov-22      -85963    -2737487              796    0.00    267.58       267.58             EOH, completed
                                                                    E037            13-Oct-22     02-Nov-22      -86264    -2738274              776    0.00    282.45       282.45             EOH, completed
                        depth                                       E049            21-Oct-22     19-Nov-22      -85949    -2739599              771    0.00    322.75       322.75          UG1 for stratigraphy
                        * hole length.                              E031            07-Nov-22     22-Nov-22      -87054    -2737306              802    0.00    423.22       423.22             EOH, completed
                                                                    E044            12-Nov-22     14-Dec-22      -86400    -2739001              775    0.00    263.73       263.73             EOH, completed
                                                                    E016            28-Nov-22     14-Dec-22      -87174    -2736679              815    0.00    325.68       454.68             EOH, completed
                                                                    E007            28-Nov-22     10-Dec-22      -87014    -2735562              826    0.00    422.80       422.80             EOH, completed
                                                                    E064            29-Nov-22     06-Dec-22      -84845    -2738001              750    0.00    166.40       166.40             EOH, completed
                                                                    E071            07-Dec-22     12-Dec-22      -85047    -2738333              750    0.00    188.80       188.80             EOH, completed
                                                                    E065            08-Dec-22     15-Dec-22      -85571    -2738426              764    0.00    239.75       239.75             EOH, completed
                                                                    E001            12-Jan-23     06-Feb-23      -87995    -2734357              858    0.00    554.75       554.75             EOH, completed
                                                                    E015            12-Jan-23     19-Jan-23      -86172    -2736461              802    0.00    298.72       298.72             EOH, completed
                                                                    E020            11-Jan-23     21-Jan-23      -86725    -2737285              798    0.00    350.75       350.75             EOH, completed
                                                                    E041            13-Jan-23     06-Feb-23      -86452    -2738758              770    0.00    258.77       258.77             EOH, completed
 Drillhole                                                          E067            12-Jan-23     25-Jan-23      -85465    -2739534              762    0.00    306.45       306.45             EOH, completed
 Information                                                        E013            23-Jan-23     01-Feb-23      -86435    -2736523              809    0.00    327.28       327.28             EOH, completed
                                                                    E024            23-Jan-23     29-Jan-23      -86104    -2737215              800    0.00    284.75       284.75             EOH, completed
                                                                    E069           27-Jan-23                     -85313    -2740516              763    0.00    284.65       284.65            Drilling in progress
                                                                    E027           01-Feb-23      21-Feb-23      -86331    -2737558              788    0.00    290.75       290.75             EOH, completed
                                                                    E014           07-Feb-23                     -86588    -2736213              811    0.00    106.10       106.10            Drilling in progress
                                                                    E052           21-Feb-23                     -86337    -2739349              775    0.00     3.55         3.55             Drilling in progress
                                                                    E001D1                                       -87998    -2734368              350   508.00     0`          0.00                   Set-up
                                                                                                                                                                             8668


                                                                    All drillholes were drilled -90 degrees. Reef intersection depths are in
                                                                    appendix 1 of the press release.

                                                                    The UG2 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.
                       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. The Mineral Resource has been declared at
                       maximum and/or minimum grade                a paylimit of 1.9 g/t.
                       truncations (e.g. cutting of high grades)   The exploration target range is based on the kriged estimated value with
                       and cut-off grades are usually Material     a 20% range applied to it.
                       and should be stated.

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

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

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


                                                                                                                                                                                                                   
                                     SECTION 2: REPORTING OF EXPLORATION RESULTS
        Criteria                  Explanation                                   Detail
                                                                  Drilling                              Merensky Reef                                                            UG2 Reef
                     misleading reporting of Exploration                 BH ID   From (m)   To (m)
                                                                                                     Intersection
                                                                                                                              Comment              From (m)   To (m)
                                                                                                                                                                       Intersection
                                                                                                                                                                                                   Comment
                                                                                                       Width (m)                                                         Width (m)
                     Results.                                     E019            20.25     22.45        2.20
                                                                                                                     Highly weathered & friable,
                                                                                                                            inconclusive
                                                                                                                                                      -         -           -                 Hole stopped short
                                                                                                                     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?
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E060_D1           -         -            -                                        178.78    179.29      0.51               Complete intersection
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR                                         Complete intersection, moderately
                                                                  E062              -         -            -                                        31.27     32.30       1.03
                                                                                                                             sub outcrop                                                           weathered
                                                                                                                   No MR expected - East of MR                                           Moderately weathered & faulted.
                                                                  E062_D1           -         -            -                                        31.45     32.27       0.82
                                                                                                                             sub outcrop                                               Incomplete intersection. Core loss.
                                                                                                                   No MR expected - East of MR                                           Moderately weathered & faulted.
                                                                  E062_D2           -         -            -                                        31.16     31.56       0.40
                                                                                                                             sub outcrop                                               Incomplete intersection. Core loss.
                                                                                                                   No MR expected - East of MR
                                                                  E058              -         -            -                                        140.88    141.29      0.41               Complete intersection
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E033              -         -            -                                        253.62    254.25      0.63               Complete intersection
                                                                                                                             sub outcrop
                                                                  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
                                                                  E004_D1            -         -           -            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
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E037              -         -            -                                          -         -           -                Not present / Pothole
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E049              -         -            -                                          -         -           -                       Faulted
                                                                                                                             sub outcrop
                                                                  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
                                                                                                                             sub outcrop
                                                                  E016               -         -           -                   Faulted              449.24    450.01      0.77               Complete intersection
                                                                  E007            100.38    102.54       2.16          Complete intersection        417.42    418.12      0.70               Complete intersection
                                                                                                                   No MR expected - East of MR
                                                                  E064              -         -            -                                        156.19    157.05      0.86               Complete intersection
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E071              -         -            -                                        180.04    180.73      0.69               Complete intersection
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E065              -         -            -                                        231.81    232.50      0.69               Complete intersection
                                                                                                                             sub outcrop
                                                                  E001            259.78    261.44       1.66          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
                                                                                                                             sub outcrop
                                                                  E020            54.20     54.57        0.37                  Faulted              342.90    343.56      0.66               Complete intersection
                                                                                                                   No MR expected - East of MR
                                                                  E041              -         -            -                                        250.95    251.60      0.65               Complete intersection
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E067              -         -            -                                        299.70    300.20      0.50               Complete intersection
                                                                                                                             sub outcrop
                                                                                                                     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
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E069              -         -            -                                          -         -           -                UG2 expected ~ 240m
                                                                                                                             sub outcrop
                                                                                                                   No MR expected - East of MR
                                                                  E027              -         -            -                                        284.47    285.04      0.57               Complete intersection
                                                                                                                             sub outcrop
                                                                  E014            37.28     39.41        2.13          Complete intersection          -         -           -                UG2 expected ~ 327m
                                                                                                                   No MR expected - East of MR
                                                                  E052              -         -            -                                          -         -           -                UG2 expected ~ 126m
                                                                                                                             sub outcrop
                                                                  E001D1            -         -            -            Deflection below MR           -         -           -                UG2 expected ~ 548m


                    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
                    including (but not limited to): geological   Geophysics (Pty) Ltd (NRG) in January of 2022 which highlighted the
                    observations; geophysical survey             major structural features that could be expected.
                    results; geochemical survey results;
                    bulk samples – size and method of            The total line kilometres flown was 1,425 lkm over the farms
                    treatment; metallurgical test results;       Eerstegeluk 327 KT and Nooitverwacht 324 KT with the survey being
                    bulk density, groundwater, geotechnical      flown at a height between 25 m and 80 m due to the topography and
                    and rock characteristics; potential          residential areas with an average height of approximately 35 m to 40 m
                    deleterious or contaminating                 and a line spacing of 50 m.
                    substances.



Other substantive
exploration data



                    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
Further work        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 programme is still for
                                                                 approximately 25,000m in total.




                                                                                                                                                                                                                     
                                         SECTION 2: REPORTING OF EXPLORATION RESULTS
        Criteria                       Explanation                                  Detail

                     Diagrams clearly highlighting the areas
                     of possible extensions, including the
                     main geological interpretations and
                     future drilling areas, provided this
                     information is not commercially
                     sensitive.                                 Above are the structural blocks modelled from the drillhole database.
                                                                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.
Database           estimation purposes.
integrity
                                                  Base geological data informing the estimate was validated using in-built
                                                  functionality in Datamine StudioRM software. Validation routine involved
                                                  checking spatial location of drillholes collars and intersections, validity of
                   Data validation procedures     stratigraphic logging, checking for repetition of logged intersections, reasons for
                   used.                          the absence of analytical data, negative thicknesses and an assessment of the
                                                  correlation of all aspects of the new drilling data to the historic drilling data from
                                                  the Nkwe drillhole database.

                   Comment on any site visits
                   undertaken by the              The Competent Person regularly visits the project site with the latest visit having
                   Competent Person and the       been carried out over the period from 16 to 17 May 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
                   Nature of the data used and    documents available in the public domain. Analytical data in the Nkwe drillholes
                   of any assumptions made.       is presented as 4E only. Individual PGEs were not reported. Results from QQ
                                                  plots (R2=0.93) 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 top contact as interpreted from
                                                  geological logging, knowledge of the regional structural geology, incorporation of
                   The use of geology in          mapped faults, dykes, sills, and the use of data from the TMF gradient and
                   guiding and controlling        gamma-ray spectrometry survey completed by New Resolution Geophysics (Pty)
                   Mineral Resource               Ltd (NRG) in January of 2022, highlighting the major structural features, guided
                   estimation.                    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
                   The factors affecting          excess of 200m. Current structural interpretation postulates the Eerstegeluk
                   continuity both of grade and   Dome area comprises a stack of several upthrow faults culminating in an overall
                   geology.                       upthrow of the UG2 reef to a location as shallow as 30m below surface. Other

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

                                                  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 reef over approximately 11km at an average true dip of
                strike or otherwise), plan        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 located in excess of 1,000m below surface.


                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.
                assumptions, including
                treatment of extreme grade       Ordinary Kriging, an industry best choice for evaluation of PGEs, has been
                values, domaining,               successfully applied for all grade interpolation with all 3D wireframe modelling
                interpolation parameters         and grade estimation processes completed in Datamine StudioRM Version
                and maximum distance of          1.11.65.0 geological modelling software.
                extrapolation from data
                points. If a computer            Kriging neighbourhood analysis (KNA) recommended a parent block size of
                assisted estimation method       350m (in X and Y directions) with a minimum and maximum number of samples
                was chosen include a             of 5 and 15 respectively for the first search volume which is matched to the
                description of computer          range of the 4E modelled variogram (approximately 2,000m). Three search
                software and parameters          volumes with decreasing samples were used for the estimation.
                used.
                                                 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
                production records and           The previous estimate for the Bengwenyama Project was declared on 01 July
                whether the Mineral              2021 and presented 33.87Mt at 7.7g/t 4E and 8.38Moz in Inferred Resources.
Estimation      Resource estimate takes
and modelling   appropriate account of such      Taking into account the impact of the additional SPD drilling completed to date,
techniques      data.                            the previous estimate correlates reasonably well with the current and updated
                                                 estimate of 39.09Mt at 7.5g/t 4E and 9.09Moz of Inferred Resources.

                                                 Metallurgical test work is currently underway to establish the viability of recovery
                The assumptions made             of any by-products, in particular chrome. There is no record of previous similar
                regarding recovery of by-        test work completed in the Bengwenyama project area. However, the UG2 on
                products.                        the 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.



                                                                                                                                 
                          SECTION 3: ESTIMATION AND REPORTING OF MINERAL RESOURCES
   Criteria              Explanation                                             Detail
                                                The QQ plot results (R2=0.93) suggest SPD data is highly comparable to the
                                                Nkwe historic drill data.
                Any assumptions about
                correlation between
                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
Estimation                                      and regional geological losses guided delineation of 20 fault blocks and the
and modelling                                   generation of the resultant UG2 3D wireframe model.
techniques
(continued)
                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 and does show reasonable
                using or not using grade        support for geological domaining or any possible anisotropy.
                cutting or capping.

                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 UG2 Reef Mineral
                                                Resources declared at a paylimit of 1.9 g/t 4E using a basket price of USD
                The basis of the adopted        2,654/oz. No mining cut has been applied at this stage as the supporting
Cut-off         cut-off grade(s) or quality     geotechnical work is still in progress.
parameters      parameters applied.             Below are the parameters used for the basket price and pay limit calculation.

                           SECTION 3: ESTIMATION AND REPORTING OF MINERAL RESOURCES

    Criteria              Explanation                                    Detail
                                                  Element     Resource price (USD/oz) 4E prill split 7E prill split Recovery Payability
                                                  Platinum                      1,025        45.3%        37.5%        85%         86%
                                                  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)
                 mining dilution. It is always
                 necessary as part of the         It is envisaged that the Mineral Resource mining cut will be approximately 1m
                 process of determining           due to the absence of stringers in footprint of the currently drilled area. The
                 reasonable prospects for         hanging wall contact is a distinct Leuconorite plane referred to as the
                 eventual economic                Leuconorite Parting Plane (LPP) and forms a distinct sharp hanging wall contact
Mining factors   extraction to consider           with no chromitite stringers above it. Mining studies on the possible practical
or               potential mining methods,        mining methods or a combination thereof are currently being concluded.
assumptions      but the assumptions made
                 regarding mining methods         The current geological modelling does not incorporate any assumptions or
                 and parameters when              provide any form of guidance for a chosen specific mining method.
                 estimating Mineral
                 Resources may not always
                 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
                 consider potential               Samples for metallurgical test work are currently being collected from site to
Metallurgical    metallurgical methods, but       establish the most optimal recovery 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
                 disposal options. It is always
                 necessary as part of the
                 process of determining
                 reasonable prospects for
                 eventual economic
                 extraction to consider the
                 potential environmental          A series of specialised environmental studies are in the process of being
                 impacts of the mining and        commissioned to establish a balance between compliance of the eventual
                 processing operation. While      chosen mining method to environmental regulations against optimal and
Environmental    at this stage the                practical extraction that will achieve the least environmental impact.
factors or       determination of potential
assumptions      environmental impacts,           The current geological modelling supporting this estimate does not incorporate
                 particularly for a greenfields   any assumptions or provide guidance to achieve the least environmental impact.
                 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.

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

                 Whether assumed or
                 determined. If assumed, the     A density of 3.93 t/m3 was used in the tonnage estimation. The density was
                 basis for the assumptions. If   determined empirically using the Archimedes method on UG2 reef intersection
                 determined, the method          samples from a population from 45 diamond drill core samples from 14 SPD
                 used, whether wet or dry,       drillholes. The determination of density is an ongoing exercise conducted by the
                 the frequency of the            field exploration team to expand the database for use to support tonnage
                 measurements, the nature,       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 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 range
                 reliability of input data,      from 16% to 40% for the Exploration Target area with the Eerstegeluk Dome
                 confidence in continuity of     area completely excluded at this stage of reporting.
                 geology and metal values,
                 quality, quantity and
                 distribution of the data).

                 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             The QQ plot results (R2=0.93) suggest the SPD data is highly comparable to the
Discussion of    statement of the relative       Nkwe historic drill data and that the two datasets can be consolidated into a
relative         accuracy and confidence         single database without any issues.
accuracy/        level in the Mineral
confidence       Resource estimate using an      The consolidation enabled back-calculation of individual Pt, Pd, Rh and Au
                 approach or procedure           grades from the single analytical 4E grade in the Nkwe drillholes basing on prill
                                                                                                                                 
                       SECTION 3: ESTIMATION AND REPORTING OF MINERAL RESOURCES
Criteria             Explanation                                                  Detail

                 deemed appropriate by the        splits established from the complete empirical SPD analytical dataset as well at
                 Competent Person. For            determining individual grades for Os, Ir and Ru from regression relationships.
                 example, the application of      This has enabled reporting to 7E grade.
                 statistical or geostatistical
                 procedures to quantify the       The UG2 Exploration Target is based on the estimated kriged value of the
                 relative accuracy of the         drillhole database with a 20% range applied to it.
                 resource within stated
                 confidence limits, or, if such
                 an approach is not deemed
                 appropriate, a qualitative
                 discussion of the factors
                 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: 30-05-2023 09:20:00
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