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SOUTHERN PALLADIUM LIMITED - Resource estimate for Far East Block discovery underway; results from 23 UG2 intersections average 9.28g/t (6PGE+Au)

Release Date: 30/03/2023 08:59
Code(s): SDL     PDF:  
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Resource estimate for Far East Block discovery underway; results from 23 UG2 intersections average 9.28g/t (6PGE+Au)

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”)


Resource estimate for Far East Block discovery underway; results from 23 UG2 intersections
average 9.28g/t (6PGE+Au)


Highlights:

• All assay results for drilling completed to-date at the Bengwenyama project have been received.

• Assay results for 23 UG2 intersections have returned an average 3PGE+Au grade of 7.67g/t and
  6PGE+Au of 9.28g/t over 72cm, which continues to confirm the JORC-2012 Inferred Mineral Resource
  estimate.

• With additional assays for the Merensky Reef (MR), the MR now averages a 3PGE+Au grade of 2.45
  g/t and 6PGE+Au grade of 2.72 g/t over a width of 195 cm.

• Resource estimate underway for new UG2 discovery, the Far East Block (FEB).

• Average depth below surface of 217m makes the FEB potentially accessible from a planned decline

• Drilling has re-commenced following a temporary suspension in early March.

• Continuation of Phase 1, 63-hole drill programme targeting upgrade for a portion of existing Inferred
  18.8Moz (4E) resource to Indicated status, ahead of planned Pre-Feasibility Study .

Southern Palladium (ASX:SPD and JSE:SDL), ‘Southern Palladium’ or ‘the Company’) is pleased to
announce assay results for the entirety of the drill programme completed to-date across the MR and UG2
reefs at the Bengwenyama Platinum Group Metal (PGM) project, located on the Eastern Limb of the world
class Bushveld Complex, South Africa.

Managing Director Johan Odendaal, said: “The latest drilling results continue to confirm the consistency
of the grade and continuity of the UG2 reef, and both the grade and reef width correlates well with the
compliant Inferred Mineral Resource. Latest assays from the four intersections in the Far East Block also
show consistent results and this area has significant potential for future resource upgrades. The geological
and estimation model update process has started, and an interim Mineral Resource update should be
finalised shortly. Drilling has once again commenced on the Bengwenyama project with the full support of
the Community Leadership. Our plan is still to deliver our milestones within the projected timeframe.”

Progressive UG2 and Merensky Reef Results

A total of 23 assay results for the UG2 Reef have now been received from the laboratory (refer Appendix
1). These now average a 3PGE+Au grade of 7.67 g/t and 6PGE+Au of 9.28 g/t over 72 cm intersection
width (refer Table 1). The drilling results continue to confirm the consistency of the grade and continuity
of the UG2 reef and continue to correlate well with the compliant Inferred Mineral Resource 3PGE+Au
grade in the MRE of 7.7 g/t over 71 cm.

Additional Merensky Reef (MR) assay results have also continued to confirm the continuity of the MR
(refer Table 2). The observed MR grades of 2.45 g/t (3PGE+Au) are slightly lower than the Inferred Mineral
Resource grade of 2.96 g/, however the sampled area of the MR to date is however only a small portion
of the entire MR area. Therefore, the MR grade could still align closer to the expected Inferred Mineral
Resource grade of 2.96 g/t, as is emerging for the UG2 reef.

Additional resource potential within the newly discovered Far East Block

There are now four intersections (E064, E065, E067 and E071) in the newly discovered Far East Block (FEB)
with an average width of 73 cm and a 6PGE+Au grade of 7.38 g/t (refer Figure 1). The depth of the UG2 in
the Far East Block ranges from 156m to 300m below surface with an average of 217m.

The Far East Block, which is seen as upside potential to the JORC (2012) Inferred Mineral Resource, has
an estimated surface area of approximately 2.75 km2 with an average reef width of 73 cm (average of the
four intersections). The geological modelling and resource estimation has started, and an interim Mineral
Resource for the project including the FEB should be finalised in April/May.


Figure 1: Location of Completed Drillholes


Resumption of drill programme

Drilling has now resumed at the project following unlawful stoppages early in March. The Company is
working closely with the Bengwenyama Community leadership and is receiving the necessary support
from both the Bengwenyama-ya-Maswazi Traditional Council and Royal Family. During this time the
Bengwenyama Leadership held several meetings to inform the local community about the stoppages. At
all the meetings held it received full support from the majority of attendees to continue with the
exploration programme and development of the project.

Ongoing assay results from the Phase 1, 63-hole diamond drill programme at Bengwenyama will
contribute to a planned upgrade of a portion of the Inferred 18.8Moz (4E) resource to Indicated
status and the advancement of a Pre-Feasibility Study, which was initiated during the March quarter
(refer ASX Announcement 24 January 2023).

                                                  `
                                     Table 1: Summary of the Progressive UG2 Reef Assay Results
 BHID     From (m) To (m)              UG2           Pt   Pd      Rh       Ir     Os     Ru      Au           3PGE+Au       6PGE+Au   Ni (%)   Cu       Cr2O3
                                      sampled      (g/t) (g/t)   (g/t)    (g/t)  (g/t)  (g/t)    (g/t)          (g/t)         (g/t)             (%)       (%)
                                     width (cm)

 E062     31.25    32.30                 105        3.80   3.57    0.88    0.32   0.14   0.08    1.43             8.33         10.22    0.15     0.03     29.56
 E058    140.86   141.31                  45        4.69   5.64    0.82    0.26   0.19   0.22    1.46            11.37         13.28    0.23     0.01     39.37
E019A    315.83   316.64                  81        4.25   4.19    0.79    0.26   0.15   0.13    1.31             9.36         11.09    0.16     0.03     30.87
 E033    253.60   254.25                  65        4.21   5.00    0.84    0.28   0.16   0.17    1.32            10.21         11.98    0.16     0.02     32.64
 E028    373.24   373.81                  57        3.40   2.93    0.65    0.23   0.15   0.05    1.18             7.03          8.59    0.13     0.00     31.07
 E031    416.55   417.22                  67        3.30   3.73    0.63    0.19   0.13   0.16    1.09             7.81          9.23    0.22     0.06     29.36
 E025    260.40   261.32                  92        3.53   3.43    0.85    0.24   0.16   0.10    1.14             7.91          9.46    0.18     0.04     25.86
 E071    179.98   180.75                  77        2.94   2.59    0.59    0.19   0.13   0.12    0.97             6.24          7.54    0.16     0.04     28.12
 E064    156.17   157.07                  90        2.36   1.53    0.49    0.16   0.11   0.02    0.83             4.40          5.51    0.12     0.01     26.50
 E030    409.53   410.09                  56        4.05   5.20    0.96    0.31   0.20   0.19    1.49            10.40         12.40    0.19     0.04     32.46
 E007    417.40   418.14                  74        3.98   3.31    0.91    0.29   0.19   0.08    1.43             8.29         10.20    0.16     0.04     31.11
E060D1   178.76   179.31                  55        4.14   3.49    1.02    0.33   0.23   0.06    1.51             8.72         10.80    0.14     0.02     31.95
 E016    449.22   450.03                  81        3.18   2.09    0.71    0.22   0.15   0.03    1.08             6.01          7.46    0.15     0.02     29.13
 E044    258.73   259.44                  71        2.94   3.10    0.59    0.20   0.15   0.13    1.08             6.76          8.19    0.15     0.03     33.63
 E065    231.79   232.52                  73        3.49   3.44    0.83    0.25   0.17   0.12    1.27             7.87          9.57    0.16     0.04     28.97
 E015    291.87   292.65                  78        3.14   3.69    0.69    0.24   0.18   0.19    1.20             7.72          9.35    0.17     0.05     32.95
 E020    342.88   343.58                  70        2.99   3.07    0.66    0.22   0.15   0.18    1.05             6.90          8.32    0.15     0.05     23.98
 E067    299.69   300.22                  53        2.98   2.35    0.55    0.21   0.15   0.03    1.04             5.92          7.32    0.13     0.01     31.88
 E024    278.75   279.28                  53        3.46   4.45    0.76    0.24   0.17   0.22    1.20             8.89         10.49    0.16     0.02     32.76
 E013    321.24   321.78                  54        4.09   3.69    0.82    0.27   0.19   0.11    1.33             8.70         10.49    0.16     0.03     33.23
 E041    250.93   251.62                  69        3.76   2.92    0.83    0.27   0.18   0.08    1.25             7.58          9.28    0.21     0.02     28.97
 E001    548.05   549.23                 118        2.83   2.61    0.58    0.21   0.15   0.10    1.01             6.12          7.49    0.17     0.09     23.90
 E027    284.45   285.06                  61        3.79   3.11    0.82    0.29   0.20   0.09    1.39             7.81          9.68    0.15     0.02     31.56
    Weighted Average                      72        3.48   3.34    0.74    0.25   0.16   1.20    0.11             7.67          9.28    0.16     0.03     29.86
      (3PGE+Au) Prill Split (%)                     45.3   43.5     9.7                   1.5                     100
      (6PGE+Au) Prill Split (%)                     37.5   36.0     8.0     2.6    1.7    13.0    1.2                            100


                                 Table 2: Summary of the Progressive Merensky Reef Assay Results
  BHID         From       To (m)         MR       Pt      Pd      Rh    Ir      Os      Ru    Au             3PGE+Au 6PGE+Au     Ni (%) Cu (%)
                (m)                   sampled    (g/t)   (g/t)   (g/t) (g/t)   (g/t)   (g/t) (g/t)           (g/t)    (g/t)
                                       width
                                        (cm)

  E028         66.68       68.68         200       1.49   0.47   0.10   0.03   0.03   0.21   0.08             2.14      2.41     0.09      0.02
  E004        210.75      212.92         217       1.15   0.44   0.06   0.02   0.02   0.14   0.07             1.73      1.92     0.10      0.02
  E030        142.98      144.77         179       1.66   0.63   0.13   0.04   0.03   0.24   0.15             2.56      2.88     0.13      0.04
  E031        122.38      124.31         193       1.69   0.91   0.10   0.03   0.03   0.22   0.16             2.86      3.15     0.14      0.07
  E007        100.36      102.56         220       2.15   0.89   0.12   0.04   0.04   0.24   0.11             3.27      3.59     0.19      0.06
  *E020        54.18       55.39         121       2.11   1.15   0.12   0.04   0.04   0.23   0.37             3.76      4.06     0.26      0.10
  E001         259.8      261.66         186       1.07   0.46   0.14   0.03   0.03   0.19   0.05             1.71      1.96     0.10      0.02
  E014         37.26       39.68         242       1.40   0.49   0.10   0.03   0.03   0.19   0.11             2.11      2.35     0.10      0.03
     Weighted Average                    195       1.57   0.65   0.11   0.03   0.03   0.21   0.13             2.45      2.72     0.13      0.04
        (3PGE+Au) Prill Split (%)                  63.9   26.6   4.4                         5.1              100
        (6PGE+Au) Prill Split (%)                  57.6   24.0   3.9    1.2    1.1    7.6    4.6                        100
*Red Italic figures – Possible incomplete intersection with a potentially faulted bottom contact intersection.



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.

A major development opportunity in the global PGM market, previous exploration at Bengwenyama
has already delivered a JORC 2012-compliant Inferred Mineral Resource of 18.8Moz within two ore
horizons – the UG2 chromitite and Merensky Reef.

In addition, an assessment by mining industry consultants CSA Global assessed the total resource
potential of Bengwenyama at between 134–201Mt at a grade of 3.5–5.2 (3 PGE + Au g/t). The Company
is led by an experienced on-ground management team including some of South Africa’s most high-
profile mining industry executives.

JORC Statement

The information in this report that relates to Mineral Resources at the Bengwenyama Project is based on
details originally reported in the Independent Technical Assessment Report (ITAR) No. R246.2021
prepared by CSA Global dated 19 April 2022 contained in the Company’s Prospectus and Pre-Listing
Statement dated 22 April 2022. The information in the ITAR that relates to Technical Assessment of the
Mineral Assets, Exploration Targets, or Exploration Results is based on information compiled and
conclusions derived by Dr Brendan Clarke, a Partner and an employee of CSA Global. The information in
the ITAR that relates to Mineral Resources is based on work undertaken by Anton Geldenhuys, a Principal
Consultant and employee of CSA Global. The Prospectus containing the ITAR can be found on the
Company’s website at: https://www.southernpalladium.com/site/investor-centre/prospectus

The Company confirms that it is not aware of any new information or data that materially affects the
information included in the ITAR. The Company also confirms that all material assumptions and technical
parameters underpinning the estimates in the ITAR continue to apply and have not materially changed.
In addition, the Company confirms that the form and context in which the Competent Person’s findings
are presented have not been materially modified.

Competent Person Statement

The scientific and technical information contained in this announcement has been reviewed, prepared
and approved 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, and has sufficient experience relevant to the styles of mineralisation and
activities 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 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 March 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. Reef Intersection Summary for Bengwenyama Drillholes

Drilling   Merensky Reef                                            UG2 Reef


BH ID      From     To (m)   Intersection   Comment                 From       To (m)   Intersection   Comment
           (m)               Width (m)                              (m)                 Width (m)

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

E019A      19.55    22.35    2.80           Highly weathered &      315.85     316.61   0.76           Complete intersection
                                            friable, inconclusive

E060       -        -        -              No MR expected –        -          -        -              Core loss
                                            East of MR subcrop

E060_D1    -        -        -              No MR expected –        178.78     179.29   0.51           Complete intersection
                                            East of MR subcrop

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

E062_D1    -        -        -              No MR expected –        31.45      32.27    0.82           Moderately weathered
                                            East of MR subcrop                                         & faulted. Incomplete
                                                                                                       intersection. Core
                                                                                                       loss.
E062_D2    -        -        -              No MR expected –        31.16      31.56    0.40           Moderately weathered
                                            East of MR subcrop                                         & faulted. Incomplete
                                                                                                       intersection. Core
                                                                                                       loss.
E058       -        -        -              No MR expected –        140.88     141.29   0.41           Complete intersection
                                            East of MR subcrop

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

E028       66.70    68.66    1.96           Complete intersection   373.26     373.79   0.53           Complete intersection


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


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


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

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

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

E031       122.40   124.29   1.89           Complete intersection   416.57     417.19   0.62           Complete intersection


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

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


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

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

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

E001       259.78   261.44   1.66           Complete intersection   548.07     549.21   1.14           Complete intersection


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

                                                            `
E020      54.20     54.57    0.37           MR faulted              342.90     343.56   0.66           Complete intersection


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

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

E069*     -          -       -              No MR expected –         -        -        -      UG2 expected ~ 240m
                                            East of MR subcrop

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

E014*     37.28      39.68   2.40           Complete intersection    -        -        -      UG2 expected ~ 327m


E052*     -          -       -              No MR expected –         -        -        -      UG2 expected ~ 126m
                                            East of MR subcrop

Red italic with asterix are drillholes in progress.

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

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

                    Include reference to measures taken to        The core is orientated in such a way that the two halves are equal.
                    ensure sample representivity and the
                    appropriate calibration of any
                    measurement tools or systems used.

                    Aspects of the determination of               The sampling methodology is standard and as per industry practice in the
                    mineralisation that are Material to the       Bushveld Complex (BC). The samples are 20 cm in length and are split
                    Public Report. In cases where ‘industry       into two equal halves with one half being submitted for analysis. The core
                    standard’ work has been done this             size starts as HQ (10 m to 50 m) but is NQ by the time the reef is
                    would be relatively simple (e.g. ‘reverse     intersected.
                    circulation drilling was used to obtain 1
                    m samples from which 3 kg was
                    pulverised to produce a 30 g charge for
                    fire assay’). In other cases more
                    explanation may be required, such as
                    where there is coarse gold that has
                    inherent sampling problems. Unusual
                    commodities or mineralisation types
                    (e.g. submarine nodules) may warrant
                    disclosure of detailed information.

Drilling techniques Drill type (e.g. core, reverse circulation,   The drillholes start with HQ (for approximately 10-50 m) in the weathered
                    open-hole hammer, rotary air blast,           zone but are then drilled NQ once in the fresher material. The drill rigs
                    auger, Bangka, sonic, etc.) and details       being utilised have been the CS 1500, Delta 520 and a smaller Longyear
                    (e.g. core diameter, triple or standard       44.
                    tube, depth of diamond tails, face-
                    sampling bit or other type, whether           The drill contractor is Geomech Africa.
                    core is oriented and if so, by what
                    method, etc.).

Drill sample        Method of recording and assessing             Initially the core was scanned in with the software ScanIT which scans the
recovery            core and chip sample recoveries and           core with high resolution photos and the geologists reconcile the depths
                    results assessed.                             and core losses per 3 m run. The Core recoveries and RQD are then
                                                                  calculated for the drillhole. ScanIT has however been discontinued and
                                                                  the core is now photographed and the core recovery and RQD is
                                                                  calculated manually by the geological assistants.

                    Measures taken to maximise sample             The geologist informs the drilling supervisor at what depth the reef is
                    recovery and ensure representative            expected so that they can take extra precautions around the anticipated
                    nature of the samples.                        reef depth.

                                                                  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                 there is only limited data available at this stage, so this has not been
                    whether sample bias may have                  checked yet. The core recoveries for the intersections however all have
                    occurred due to preferential loss/gain        good core recoveries besides the faulted intersections.
                    of fine/coarse material.

Logging             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
                    appropriate Mineral Resource                  menus. Legends have been set up in excel that cover the necessary
                    estimation, mining studies and                detailed required for Mineral Resource estimation. Alpha angles and
                    metallurgical studies.                        structure detail is also observed and logged. The beta angle is not
                                                                  measured as the core is not orientated but the downhole televiewer
                                                                  survey supplies structural orientation information which is incorporated
                                                                  into the logs.

                    Whether logging is qualitative or             Core logging is qualitative and utilises excel spreadsheets on tablets.
                    quantitative in nature. Core (or
                    costean, channel, etc.) photography.

                    The total length and percentage of the        The total drillhole is geologically logged and photographed and the
                    relevant intersections logged.                televiewer survey is conducted from 100 m above the reef horizon for
                                                                  additional structural information.

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


                    For all sample types, the nature, quality     The sample preparation code at ALS is PREP-31H which has the
                    and appropriateness of the sample             following procedure: -
                    preparation technique.
                                                                  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.

                    Quality control procedures adopted for        The QAQC sequence is as follows: -
                    all sub-sampling stages to maximise
                    representivity of samples.                    If the batch is less than 20 samples the batch starts and ends with a blank
                                                                  and a CRM and duplicate are inserted into the sample stream. If the batch
                                                                  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             to ensure the entire mineralisation is captured. This 2 cm dilution will be
                    instance results for field                    calculated into the reef width. The hanging wall and footwall are sampled
                    duplicate/second-half 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).

                    Whether sample sizes are appropriate          The reef horizon is sampled in 20 cm increments so that the grade
                    to the grain size of the material being       distribution can be observed if a mining cut is required. The UG2 reef is
                    sampled.                                      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 ten individual samples to determine the grade distribution. These
                                                                  will also be composited later for Mineral Resource Estimation purposes.
                                                                  Hanging 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.

Quality of assay      The nature, quality and                     The UG2 reef will be assayed for 4E and 6E as well as for Cu, Ni, Co, Cr
data and laboratory   appropriateness of the assaying and         and Fe. The MR will be assayed for the same except the Cr and Fe as it is
tests                 laboratory procedures used and              not a chromitite seam but a pyroxenite layer.
                      whether the 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.
                                                                  Elements that will be analysed are Cr, Cu, Ni, Fe and Co.

                                                                  All methodologies are total.

                      For geophysical tools, spectrometers,       All analytical work is undertaken by ALS Chemex South Africa (Pty) Ltd,
                      handheld XRF instruments, etc., the         located in Johannesburg, which is part of the ALS group. The South
                      parameters used in determining the          African laboratory is ISO 17025 accredited by SANAS (South African
                      analysis including instrument make and      National Accreditation System).
                      model, reading times, calibrations
                      factors applied and their derivation, etc.

                      Nature of quality control procedures        QAQC procedure has been described above.
                      adopted (e.g. standards, blanks,
                      duplicates, external laboratory checks)
                      and whether acceptable levels of
                      accuracy (i.e. lack of bias) and
                      precision have been established.

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

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

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

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

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

                      Quality and adequacy of topographic          Regional three-dimensional (3D) topography was constructed from
                      control.                                     regional surface contours and Shuttle Radar Topography Mission (SRTM)
                                                                   data. The surface was trimmed 300–500 m beyond the Project perimeter.
                                                                       `
 SECTION 1: SAMPLING TECHNIQUES AND DATA
 Criteria          Explanation                                         Detail

Data spacing and        Data spacing for reporting of                 The final drillhole spacing will be approximately 350 m. The drilling
distribution            Exploration Results.                          completed to date or in progress has a wider spacing to get a better
                                                                      understanding of the larger structural domains of the project.
                        Whether the data spacing and                  Geological continuity is based on the knowledge of the surrounding area
                        distribution is sufficient to establish the   and 3D model constructed from historical data. The 24 of the 26
                        degree of geological and grade                completed drillholes to date have intersected the UG2 which is confirming
                        continuity appropriate for the Mineral        the position of the UG2 reef. Of the 12 drillholes expected to intersect the
                        Resource and Ore Reserve estimation           MR nine have intersected the reef and two have been faulted.
                        procedure(s) and classifications
                        applied.

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

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

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

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

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




SECTION 2: REPORTING OF EXPLORATION RESULTS
Criteria                Explanation                                      Detail
Mineral tenement and    Type, reference name/number, location            A Preferent Prospecting Right LP002PPR was granted to the
land tenure status      and ownership including agreements or            Bengwenyama Tribe’s investment vehicle, Miracle Upon Miracle
                        material issues with third parties such as       Investments (Pty) Ltd in 2015 over the farms Eerstegeluk 322 KT and
                        joint ventures, partnerships, overriding         Nooitverwacht 324 KT. This was renewed in early 2021 and is valid until
                        royalties, native title interests, historical    February 2024. The Right covers all elements of potential economic
                        sites, wilderness or national park and           interest.
                        environmental settings.

                        The security of the tenure held at the           The right is valid until February 2024.
                        time of reporting along with any known
                        impediments to obtaining a licence to
                        operate in the area.

Exploration done by     Acknowledgment and appraisal of                  Drilling was undertaken by Rustenburg Platinum Mines from 1966 to
other parties           exploration by other parties.                    1985. Trojan exploration completed drilling on Eerstegeluk between 1990
                                                                         and 1993. Drilling prior to 1994 was not used as part of this Mineral
                                                                         Resource estimate (MRE) due to the incomplete nature or availability of
                                                                         the drillhole data. Nkwe completed drillholes in 2007–2008. This drilling
                                                                         supports the MRE. Reconnaissance mapping has been completed by
                                                                         previous operators.

Geology                Deposit type, geological setting and style        The target UG2 and Merensky reefs occur within the Upper Critical Zone
                       of mineralisation.                                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 defined as the
                                                                         mineralised pyroxenitic zone between upper and lower chromitite
                                                                         stringers. The BC is the world’s largest igneous intrusion and also the
                                                                         largest global repository of PGEs and chromitite. Both reefs are stratiform
                                                                         with relatively minor disruptive structural features and replacement
                                                                         deposits.




                                                                           
SECTION 2: REPORTING OF EXPLORATION RESULTS
Criteria         Explanation                                       Detail
                                                                                                                                      Drilling
 Drillhole        A summary of all information material                    BH ID   Date Started Date Completed   Easting   Northing        Elevation
Information                                                                                                                                             From
                                                                                                                                                                To (m)   Drilled Metres            Comment
                                                                                                                                                        (m)
                  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 information           E060            26-Aug-22     19-Oct-22      -85837    -2740292              774    0.00    206.72       206.72             EOH, completed


                  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
                    collar                                                                                                                                                                   UG1 for stratigraphy
                  * elevation or RL (Reduced Level –                                                                                                                                         Deflection completed, faulted
                  elevation above sea level in metres)              E062_D1         07-Sep-22     08-Sep-22      -86184    -2740002              759   18.30    34.92        16.62
                  of the drillhole collar                           E062_D2         09-Sep-22     10-Sep-22      -86184    -2740002              764   13.30    33.00        19.70
                  * dip and azimuth of the hole                                                                                                                                                     UG2
                  * down hole length and interception                                                                                                                                          Deflection completed, faulted
                  depth
                  * hole length.                                    E058            12-Sep-22     05-Oct-22      -86127    -2740386              777    0.00    158.25       158.25                   UG2
                                                                                                                                                                                                EOH, completed

                                                                    E033            07-Sep-22     15-Oct-22      -85930    -2737823              786    0.00    261.58       261.58             EOH, completed

                                                                    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

                                                                    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

                                                                    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
                                                                                                                                                                                       EOH, completed, extended to
                                                                    E049            21-Oct-22     19-Nov-22      -85949    -2739599              771    0.00    322.75       322.75
                                                                    E031            07-Nov-22     22-Nov-22      -87054    -2737306              802    0.00    423.22       423.22
                                                                                                                                                                                             UG1 for stratigraphy
                                                                                                                                                                                               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

                                                                    E067            12-Jan-23     25-Jan-23      -85465    -2739534              762    0.00    306.45       306.45             EOH, completed


                                                                    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.

                        If the exclusion of this information is     N/A
                        justified on the basis that the information
                        is not Material and this exclusion does
                        not detract from the understanding of the
                        report, the Competent Person should
                        clearly explain why this is the case.

Data aggregation        In reporting Exploration Results,            No updated Mineral Resource or Exploration Target has been completed
methods                 weighting averaging techniques,              utilising this new drilling data.
                        maximum and/or minimum grade
                        truncations (e.g. cutting of high grades)
                        and cut-off grades are usually Material
                        and should be stated.

                        Where aggregate intercepts incorporate       No aggregation of data has been done at this stage.
                        short lengths of high grade results and
                        longer lengths of low grade results, the
                        procedure used for such aggregation
                        should be stated and some typical
                        examples of such aggregations should
                        be shown in detail.

                        The assumptions used for any reporting       No metal equivalent has been reported.
                        of metal equivalent values should be
                        clearly stated.

Relationship between    If the geometry of the mineralisation with   The intersection lengths stated are the downhole lengths. The drillholes
mineralisation widths   respect to the drillhole angle is known, its are drilled at -90 degrees and the reef dip is expected to be approximately
and intercept lengths   nature should be reported.                   12 degrees. Therefore, the difference should be minimal.
                        If it is not known and only the down hole
                        lengths are reported, there should be a
                        clear statement to this effect (e.g. ‘down
                        hole length, true width not known’).

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

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




                                                                              `
SECTION 2: REPORTING OF EXPLORATION RESULTS
Criteria         Explanation                                 Detail
                                                               Drilling                              Merensky Reef                                                            UG2 Reef
                                                                                                  Intersection                                                      Intersection
                                                                      BH ID   From (m)   To (m)                            Comment              From (m)   To (m)                               Comment
                                                                                                    Width (m)                                                         Width (m)
                                                                                                                  Highly weathered & friable,
                                                               E019            20.25     22.45        2.20                                         -         -           -                 Hole stopped short
                                                                                                                         inconclusive
                                                                                                                  Highly weathered & friable,
                                                               E019a           19.55     22.35        2.80                                       315.85    316.61      0.76               Complete intersection
                                                                                                                         inconclusive
                                                                                                                No MR expected - East of MR
                                                               E060              -         -            -                                          -         -           -                       Faulted?
                                                                                                                          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 substantive   Other exploration data, if meaningful and  A high-definition helicopter borne Total Magnetic Field (TMF) gradient
exploration data    material, should be reported including     and gamma-ray spectrometry survey was completed by New Resolution
                    (but not limited to): geological           Geophysics (Pty) Ltd (NRG) in January of 2022 which highlighted the
                    observations; geophysical survey results;  major structural features that could be expected.
                    geochemical survey results; bulk
                    samples – size and method of treatment;    The total line kilometres flown was 1,425 lkm over the farms Eerstegeluk
                    metallurgical test results; bulk density,  322 KT and Nooitverwacht 324 KT with the survey being flown at a height
                    groundwater, geotechnical and rock         between 25 m and 80 m due to the topography and residential areas with
                    characteristics; potential deleterious or  an average height of approximately 35 m to 40 m and a line spacing of 50
                    contaminating substances.                  m.


Further work        The nature and scale of planned further    This is the start of the drilling programme, and the extent of the drilling
                    work (e.g. tests for lateral extensions or programme is shown in previous press releases. The total planned drilling
                    depth extensions or large-scale step-out   meters for phase 1 is approximately 25,000 m.
                    drilling).

                    Diagrams clearly highlighting the areas
                    of possible extensions, including the
                    main geological interpretations and
                    future drilling areas, provided this
                    information is not commercially sensitive.


Date: 30-03-2023 08:59:00
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