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PERSEUS MINING LIMITED — Investor Presentation 2017
Nov 2, 2017
46513_rns_2017-11-02_9426daa9-9c9b-4da9-bf08-bb54831ea09c.pdf
Investor Presentation
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Yaouré Gold Project Definitive Feasibility Study Market Presentation 3 Nov 2017
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Overview
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Positive DFS completed at end of October 2017 confirming Yaouré is:
-
Economically very attractive – IRR of 27% & 32 month payback period at US$1,250
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Technically robust - 3.3MTPA plant with average annual gold production of 215,000 ounces at an AISC of US$734/oz for first 5 years
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Readily financeable - realistic capital cost of US$263 million and robust cash flows to service debt
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Able to be extended beyond current 8.5 year mine life through nearpit drilling and successful exploration of surrounding 513 Km[2] land package
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Capable of delivering significant value to Perseus’s shareholders confirming pre-acquisition expectations
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DFS Completed in 4 Stages
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- Stage 1
– Review & revision of parameters
– Option identification & data requirements
- Stage 2
– Initial data collection and option evaluation
– Shortlist options & data requirements
- Stage 3
– Final data collection and option evaluation
-
Final Project Option Selected
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Stage 4
– Refinement of design/costs
– Recommendation for detailed engineering
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Perseus Drilling Program
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Multiple objectives
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Increasing confidence
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Reducing risk
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Clearing infrastructure
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Identify opportunities
| Drilling Type | Metres | # Holes | Ave Hole Depth |
Hole Colour |
4 | |
|---|---|---|---|---|---|---|
| Resource Definition Drilling | 34,807 | 364 | 96 | |||
| Grade Control Drilling | 12,709 | 417 | 30 | |||
| Geotechnical Drilling | 2,616 | 21 | 125 | |||
| Hydrogeological Drilling | 1,202 | 10 | 120 | |||
| Sterilisation Drilling | 18,728 | 626 | 30 | |||
| Extensional Resource Drilling | 2245 | 35 | 64 | |||
| , | ||||||
| Total | 72,307 | 1,473 | 49 |
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Resource Drilling – Total Metres
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| Phase | Type | No. Holes | Metres of drilling | Metres of drilling | Metres of drilling | Metres of drilling | Metres of drilling | Metres of drilling |
|---|---|---|---|---|---|---|---|---|
| Auger | RAB | AC | RC | Diamond | Total | |||
| BRGM 1998 - 2001 |
RC Diamond Subtotal |
82 2 84 |
- - - |
- - - |
- - - |
5,082 - 5,082 |
- 155 155 |
5,082 155 5,237 |
| Cluff 2005 - 2007 |
RC Diamond Subtotal |
676 62 738 |
- - - |
- - - |
- - - |
45,645 - 45,645 |
- 6,483 6,483 |
45,645 6,483 52,128 |
| Amara 2012 – 2015 |
Auger RAB RC Diamond Subtotal |
252 82 130 463 927 |
2,173 - - - 2,173 |
- 1,076 - - 1,076 |
- - - - - |
- - 21,472 - 21,472 |
- - - 127,906 127,906 |
2,173 1,076 21,472 127,906 152,627 |
| Perseus 2017 |
Auger Aircore RC RC GC Diamond Subtotal |
19 50 267 417 121 874 |
203 - - - - 203 |
- - - - - - |
- 2,030 - - - 2,030 |
- - 20,557 12,709 6,643 39,909 |
- - - - 11,756 11,756 |
203 2,030 20,557 12,709 18,399 53,898 |
| Total | Auger1 RAB2 Aircore RC RC GC Diamond |
271 82 50 1,155 417 648 |
2,376 - - - - - |
- 1,076 - - - - |
- - 2,030 - - - |
- - - 92,756 12,709 6,643 |
- - - - - |
2,376 1,076 2,030 92,756 12,709 152,942 |
| 146,299 | ||||||||
| Total | 2,641 | 2,583 | 1,076 | 2,030 | ~~k~~ 112,108 |
146,299 | 264,096 |
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Hole Locations and Geological Domains
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•
Infill drilling sufficient for
delineation of Indicated
Resources
•
Hole spacing:
–
CMA and Yaoure 25m x 50m
–
Drilled in $1,200 pit shell
•
Previous spacing considered
too wide to define Indicated
•
Prospective areas also targeted
•
Domains defined on style of
mineralisation, geology and pit
area
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Section Through Geological Domains
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Drill orientation predominantly east to west
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Optimum for CMA and Y structures (majority of mineralisation)
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Oblique to S structures (Drilling ~45° to mineralisation)
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Yaouré Resource Model
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MIK estimates of recoverable proportions above a series of cut-off grades
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Incorporates block support and Information Effect adjustments
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Controlled by geological domains of similar tenor and spatial continuity
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US1,200 design
US$1,800 shell M+I+I
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Mineral Resource Estimate
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| Deposit | Deposit Type |
Indicated Resources | Inferred Resources |
|---|---|---|---|
| Quantity Grade Gold Mt g/t gold Moz |
Quantity Grade Gold Mt g/t gold Moz |
||
| CMA Yaouré |
Open Pit Open Pit |
24.8 1.81 1.44 16.5 0.81 0.43 |
16 1.2 0.6 30 0.9 0.9 |
| Sub-Total | Open Pit | 41.3 1.41 1.87 |
46 1.0 1.5 |
| Heap Leach4 | Stockpile | 1.8 1.02 0.06 |
|
| Total | 43.1 1.39 1.93 |
46 1.0 1.5 |
Notes:
-
Depleted for previous mining.
-
0.4g/t gold cut-off applied to in situ open pit material
-
In situ resources constrained to $1,800/oz pit shell
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Heap leach resources are stated at 0.0g/t gold cut-off if the average grade of the heap component is above 0.4g/t
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Mineral Resources are inclusive of any Ore Reserves
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Numbers are rounded
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Metallurgical Testwork Program
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Comminution (SMC, Ai, BWI and RWI):
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18 x variability samples (7 in CMA, 6 Yaouré granodiorite, 5 Yaouré basalt)
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5 x composite samples (CMA, Yaouré granodiorite, Yaouré basalt S, Yaouré basalt Y, Oxide)
• Flowsheet Development
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Grind optimisation P80 53µm to 106µm
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Mineralogy (QEMSCAN)
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Diagnostic leach
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Cyanide optimisation
– Gravity/Leach
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Oxygen / Air / Pre-oxidation / Lead Nitrate
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Direct leach
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% solids optimisation
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Metallurgical Testwork Program
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• Ancillary Testwork:
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Oxygen uptake
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Viscosity
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Sequential CIP
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Cyanide detoxification – Air /SO2 and Hydrogen peroxide
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Thickening
• Heap Leach
- Standard flowsheet test on each of 5 heap leach composites
• Leach Variability
- 78 samples: 10 x oxide, 8 x transition, 36 x CMA, 6 x Yaouré Granodiorite, 9 x Yaouré Basalt S, 6 x Yaouré Basalt Y and 3 x Porphyry
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Grind Optimisation
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Testwork
Gravity/Leach Tests at 5 grind sizes:
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P80 = 105μm
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P80 = 90μm
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P80 = 75μm
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P80 = 63μm
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P80 = 53μm
Recovery increases with decreasing grind (Note PFS covered P80 = 250μm – 75μm)
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Financial Evaluation
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Gold = $1,200/oz
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Test data (recovery and reagent consumption)
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Incremental capital amortised over 4y @3Mt/y
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Opex grinding and leach only
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No net revenue increase below P80 75μm
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P80 = 75μm selected (confirms PFS result)
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Cyanide Consumption
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Ore is typically “clean” no major cyanide consumers
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78 leach tests
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Average consumption = 0.23kg/t
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Maximum consumption = 0.39kg/t
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Minimum consumption = 0.07kg/t
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Operating costs use following additions:
– 0.43kg/t for CIL (ensures sufficient free cyanide at back of CIL)
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285kg/strip for elution
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179kg/batch for intensive cyanidation of gravity concentrate
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Leach Variability
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| Ore Type | No of Tests / Samples |
Head Grade | Head Grade | Gravity Recovery | Gravity Recovery | Recovery @ 36 Hours | Recovery @ 36 Hours | Cyanide Consumption | Cyanide Consumption |
|---|---|---|---|---|---|---|---|---|---|
| Average | Range | Average | Range | Average | Range | Average | Range | ||
| Oxide¹ Transition CMA Yaoure Yaoure Basalt Yaoure Basalt Porphyry |
10 8 36 6 9 6 3 |
2.06 3.7 2.2 2.29 5.81 2.95 1.84 |
0.64 - 4.11 1.17 - 10.11 0.63 - 4.10 0.81 - 6.35 0.84 - 28.4 1.06 - 4.37 1.12 - 2.57 |
26.8 49.9 38 63.1 43.3 51.6 47.9 |
6.6 - 73.4 19.8 - 73.4 23.2 - 58.8 40.0 - 84.5 21.9 - 67.6 25.7 - 71.3 38.4 - 64.6 |
95.3 94 90.6 95.3 93.3 92.8 95.5 |
89.1 - 98.9 83.0 - 97.5 83.5 - 97.3 91.4 - 98.7 90.2 - 97.2 89.5 - 95.9 94.0 - 96.9 |
0.31 0.21 0.23 0.18 0.23 0.23 0.2 |
0.25 - 0.37 0.07 - 0.30 0.17 - 0.32 0.14 - 0.24 0.17 - 0.39 0.17 -0.32 0.14 - 0.29 |
| Total | 78 | 2.78 | 0.63 - 28.4 | 41.3 | 606 - 84.5 | 92.5 | 83.0 - 98.9 | 0.23 | 0.07 - 0.39 |
¹ Two oxide results not included. Currently under investigation due to slow leaching
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Heap Leach Evaluation
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Tonnes: CMA 1 0.42 Mt CMA 2 0.75 Mt CMA 3 0.59 Mt Cluff 2.05 Mt E Global 0.26 Mt
Reserve:
CMA1, CMA2 and E Global are included in the reserve of:
1.4Mt @ 1.14g/t for 52Koz
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Metallurgical Recovery
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• Ex-pit recovery in excess of 90%
• Heap leach recovery 83-85%
| Ore Source and Rock Type | Units | Heap Leach | Oxide | Transition | Fresh |
|---|---|---|---|---|---|
| CMA - Granodiorite CMA – Basalt/Volcanoclastic Yaouré - Granodiorite Yaouré – Basalt/Volcanoclastic |
% % % % |
- - - - |
92% 92% 92% 92% |
90% 90% 90% 90% |
(100 x (Au - (0.095 x Au0.94) - 0.011) / Au)% (100 x (Au - (0.095 x Au0.94) - 0.011) / Au)% 90% 90% |
| Heap leach - CMA 1 Heap leach - CMA 2 Heapleach - E Global |
% % % |
85% 83% 84% |
- - - |
- - - |
- - - |
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Comminution Circuit
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Fresh ore is hard
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Fine grind required
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More power than Sissingué and Edikan
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40% more than Sissingué (106μm grind)
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48-173% more than Edikan (250μm grind)
| Ore Type | Unit | Throughput Rate | Throughput Rate |
|---|---|---|---|
| Mill Limit | Design | ||
| Oxide Transition CMA Basalt Yaouré Basalt Yaouré Granodiorite |
t/h t/h t/h t/h t/h |
871 570 417 308 316 |
417 417 417 308 316 |
| Ore Type | Unit | Grinding Power |
|---|---|---|
| Oxide Transition CMA Basalt Yaouré Basalt Yaouré Granodiorite Sissingué Edikan Esuajah North Edikan Fetish |
kW/t kW/t kW/t kW/t kW/t kW/t kW/t kW/t |
8.2 16.3 23.1 31.2 28.2 22.2-25.5 11-14 13-18 |
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Yaouré fresh ores are hard and will need to be blended with other ores to maintain 3Mt/y
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CMA, oxide and transition throughput rate increased 3.3Mt/y (417t/h)
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Uses all available power on CMA
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Mills have capacity to treat transition and oxide ores faster than 3.3Mt/y (417t/h)
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Processing Plant – Flowsheet
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CYANIDE DETOX TANK
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Processing Plant – General Specifications
| Parameter | Unit | Value |
|---|---|---|
| Processing Rate Comminution Circuit Type Gravity Circuit Leach Circuit No. of leach tanks No. of adsorption tanks Residence time Sparging Elution Circuit Capacity Cyanide Detoxification |
Mt/y h t C / strip |
2.5-3.3 SABC Batch Centrifugal with ILR and EW Hybrid CIL 1 6 30 air only split AARL 8 Air/SO2 |
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Processing Plant – Equipment Summary
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| Parameter | Unit | Value | Comment |
|---|---|---|---|
| Primary Crusher Crushed Ore Stockpile SAG Mill¹ Installed Power Speed Ball Mill¹ Installed Power Speed Pebble Crusher Gravity Concentrator Intensive Cyanidation Leach Density Leach Tank Size Detox Tank Size |
kW %Nc kW %Nc %w/w m3 m3 |
Jaw Conical Grate Disch 6,000 60-80 Overflow 6,000 75 Cone 2 x Kneslon Batch 40 2,933 540 |
Metso C140, 800mm top size 24h live and 72h total 8.35m dia x 4.35m EGL Pinion power (nom/max) 4,391/5,700 Variable by SER 6.10m dia x 9.05m EGL Pinion power (nom/max) 4,530/5,700 Fixed 220kW HP3, 28% recycle rate KC-QS48MS ILR2000BA 5t/batch Live volume x 7 tanks = 20,169m3 Live volume x 2 tanks = 1,080m3 |
¹Selected mill is identical to 2 new projects in West Africa
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Processing Plant Layout
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Processing Cost Estimate
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• Costs are based on experience from Edikan and Sissingué
– Recent contract awards
– Operating experience
• Costs also from Yaouré specific testwork and quotes
• Power $0.128/kWh, Diesel $0.57/L
| Cost Area | Unit | Oxide/HL | Transition | CMA | Y - Basalt | **Y - Granite ** | LOM Total |
|---|---|---|---|---|---|---|---|
| Labour Power Maintenance materials Reagents and consumables Miscellaneous |
$/t ore $/t ore $/t ore $/t ore $/t ore |
2.36 2.84 1.13 2.98 0.25 |
2.36 3.93 1.20 3.47 0.25 |
2.36 4.85 1.20 3.38 0.25 |
3.20 6.52 1.64 4.78 0.34 |
3.11 6.06 1.64 4.88 0.33 |
2.48 4.55 1.23 3.45 0.26 |
| Total | $/t ore | 9.57 | 11.21 | 12.04 | 16.49 | 16.02 | 11.97 |
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Mining RFQ and Drill & Blast Assessment
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Two stage RFQ process completed with 5 contractors
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Drill and blast cost
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High powder factors
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5m blasting in ore and adjacent waste
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10m blasting in bulk waste away from ore
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Rehandle and grade control based on Edikan/Sissingué
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Mining Equipment Selection (from RFQ)
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Mixed excavator fleet
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100-140 tonne excavator for ore
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200-300 tonne excavator for bulk waste
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100 tonne haul truck (equivalent of Cat 777)
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24 – 30 trucks
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Ancillary gear:
– Dozers (equivalent of Cat D9R)
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Batter excavator
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Graders (equivalent of CAT 16M)
– Blasthole and grade control drill rigs (equivalent of Panterra 1500)
- Water Trucks
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CMA Pit Cutback Designs
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Yaouré Pit Designs
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Ore Reserve Estimate
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| Deposit | Deposit Type |
Quantity Grade Gold Mt g/t gold Moz Probable Reserve |
|---|---|---|
| CMA Yaouré |
Open Pit Open Pit |
20.7 1.97 1.31 4.7 1.04 0.15 |
| Sub-Total | Open Pit | 25.3 1.80 1.47 |
| Heap Leach6 | Stockpile | 1.4 1.14 0.05 |
| Total | 26.8 1.76 1.52 |
Notes:
1. Numbers are rounded and may not add up correctly in the table
2. All the estimates are on a dry tonne basis
3. Based on November 2017 Mineral Resource estimation
4. Variable gold cut-off grade based on material type
5. Inferred Mineral Resource is treated as mineralised waste
6. Heap Leach refers to decommissioned heap leach pads established by prior owners of Yaouré
7. All Ore Reserves are in the Probable Reserve category with no Proven Reserves
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Cost/Oz for Components of Ore Reserve
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| Deposit | Mining Costs US$ M |
Processing Costs US$ M |
Gold Production koz |
Cost/oz US$/oz |
|---|---|---|---|---|
| CMA Stage 1 CMA Stage 2 CMA Stage 3 |
132 146 188 |
120 125 124 |
405 392 386 |
621 689 810 |
| Yaoure North Yaoure South |
47 13 |
70 16 |
112 27 |
1,040 1,065 |
| CMA 1 Heap Leach CMA 2 Heap Leach E Global HeapLeach |
0 1 0 |
6 11 4 |
15 23 6 |
440 502 604 |
| Total | 527 | 476 | 1,367 | 734 |
• Excludes mining pre-strip cost of $ 11.1M from CMA Stage 1
• Processing cost includes G&A, royalty at $1,250/oz and bullion cost
- Excludes sustaining capital
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Mining Schedule
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Heap Leach mined first along with CMA CB1 then CB2 and CB3
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Then Yaoure in 2 stages (north and south)
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Low grade stockpiles rehandled from year 6
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Vertical Rate of Advance
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Mining rate generally around 5m/month
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2 cutbacks progress at the same time in CMA
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Pit mining completed in 6 years then continue with stockpile rehandle only
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Tonnes and Grade Processed
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-
Head grade 1.7g/t in year 1 then average 2.4g/t for 4 years
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Tonnage ramp up allowed for in first year
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Throughput rate varied based on material type
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Lower grade stockpiles processed from year 6
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Gold Production
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Gold Production 150koz in Yr 1 then average 230koz/year for next 4 years
-
Start with HL then high grade CMA processed for first 5 years
-
Lower grade stockpiles and Yaouré ore from Year 6 to 9
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Surface Water Management
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-
Detailed design complete
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Runoff diversion
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Sediment dams
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No surface pumping required
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Pit dewatering requirements estimated
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Groundwater Management
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• Groundwater model based on mining sequence
Pit Groundwater Inflows (In-Pit Sumps) and Dewatering Bore
-
Drawdown of village wells assessed
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Inflows into pit and from bores determined
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Pumping
-
requirements designed and costed
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No impact from Lake Kossou
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Geotechnical Design
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| 35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
35 • Structural assessment completed • Weathering profile carefully logged • Slope dewatering consistent with hydrology • Presplit/trim blast CMA east/north walls • Walls are steep due to high quality rock mass Mining area Material Wall Bench height (m) Batter slope angle Berm width (main/intermediate) Inter-ramp slope angle North (West) 20 80/90 7/1.5 58.9 North (East) 20 80/90 7/1.5 58.9 East 20 80/90 7.5/1.5 57.9 South 10 55 5 39.8 South 10 55 5 39.8 West 10 75 6 49 all other walls 10 80 6 52.2 North 10 80 5 55.9 East 10 80 5 55.9 South 10 55 5 39.8 West 10 80 5.5 54 North 10 80 5 55.9 East 10 80 5.5 54 South 10 65 5 47 West 10 80 5 55.9 WF -Granodiorite South 10 55 5 39.8 WF - Basalt South 10 80 7 488 CMA Fresh rock WF (Transition zone) Yaoure Fresh Granodiorite Fresh Basalt |
|---|---|---|---|---|---|---|---|---|
| Mining area | Material | Wall | Bench height (m) |
Batter slope angle |
Berm width (main/intermediate) |
Inter-ramp slope angle |
||
| CMA | Fresh rock | North (West) North (East) East South |
20 20 20 10 |
80/90 80/90 80/90 55 |
7/1.5 7/1.5 7.5/1.5 5 |
58.9 58.9 57.9 39.8 |
||
| WF (Transition zone) | South West all other walls |
10 10 10 |
55 75 80 |
5 6 6 |
39.8 49 52.2 |
|||
| Yaoure | Fresh Granodiorite | North East South West |
10 10 10 10 |
80 80 55 80 |
5 5 5 5.5 |
55.9 55.9 39.8 54 |
||
| Fresh Basalt | North East South West |
10 10 10 10 |
80 80 65 80 |
5 5.5 5 5 |
55.9 54 47 55.9 |
|||
| WF -Granodiorite | South | 10 | 55 | 5 | 39.8 | |||
| WF - Basalt | South | 10 | 80 | 7 | 488 | |||
| . | ||||||||
| WF - all other walls | All except South wall | 10 | 80 | 6 | 52.2 | |||
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Infrastructure and Utilities
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-
Workforce
-
257, plus further 470 contract personnel (3 shifts)
-
144 person camp (116 ex-pat and senior staff)
-
Power Supply
-
25.8MW Installed, 17.8MW Max demand, 16MW Ave demand
-
6.5km 225 kV line from Kossou Sub to site
-
Water demand and supply
-
Top up water ~120L/s
-
6km pipeline from Bandama River
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Infrastructure Layout
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==> picture [720 x 400] intentionally omitted <==
37
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Tailings Storage Facility
==> picture [133 x 38] intentionally omitted <==
-
Total capacity 30 Mt
-
TSF buttressed by a waste dump
-
Nominal height 80m
-
Clay lined TSF
-
CN detox allowed for
38
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Water Supply and Balance
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-
Overall water balance is negative
-
Water storage dam required in dry season (800k m³)
-
Water extracted from Bandama River
-
Max ~ 140L/s in dry season with high oxide in feed
-
Pit dewatering of run-off & groundwater (Ave 45L/s)
-
Potable water from bores with filtration, chlorination and UV sterilization plant
39
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Geochemistry (Waste Characterization)
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-
Geochemical analysis of waste, ore & tailings not problematic
-
Vast majority of waste rock acid consuming or non acid forming
-
Low risk of significant acid generation from waste rock
-
Closure costs for basic cover systems sufficient
40
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G&A Cost Estimate
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- Costs are based on experience from Edikan and Sissingué
– Recent contract awards, operating experience
-
Costs also from Yaouré specific quotes
-
Includes labour, Abidjan office, insurances, minor contracts, community, security, OHS&E, vehicles, HR
-
$3.45/t ore over the mine life ($92M)
41
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Development Capital Estimate
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| Component | Cost Excluding Contingency US$ M |
Contingency US$ M |
Total Cost US$ M |
|---|---|---|---|
| Distributables | 26.2 | 3.2 | 29.4 |
| Treatment Plant | 69.7 | 7.5 | 77.2 |
| Reagents & Services | 9.9 | 1.4 | 11.3 |
| Infrastructure | 49.2 | 4.8 | 54 |
| Mining | 17.9 | 0.2 | 18.1 |
| Management | 17.7 | 1.9 | 19.6 |
| Owners Costs | 48.3 | 4.8 | 53.2 |
| Total | 234.9 | 23.9 | 262.7 |
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Sustaining Capital Estimate
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• Costs are based on experience from Edikan and Sissingué
– Recent contract awards, operating experience
• Costs also from Yaouré specific quotes
- Plant sustaining cost is 5% of development capital direct costs
Note:
| Cost Area | Unit | Total LOM |
|---|---|---|
| Plant Modification TSF Lift Plant Sustaining Clear and Grub Top Soil Removal Mine contractor demob Rehab/closure |
US$ M US$ M US$ M US$ M US$ M US$ M US$M |
1.0 3.8 22.0 0.4 2.2 1.3 4.1 |
| Total | US$ M | 34.6 |
Costs are the total over the life of mine
43
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Annual Costs and Physicals[1]
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| Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
LOMP |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Ore mined Mt - - 2.75 4.38 4.37 3.35 6.64 3.83 - - - |
25.3 | ||||||||||||
| Waste Mined M - - 29.08 23.84 24.33 25.49 22.01 8.93 - - - 2 |
133.7 | ||||||||||||
| Total mined Mt - - 31.84 28.22 28.71 28.84 28.65 12.77 - - - |
159.0 | ||||||||||||
| Stripratio t:t - - 10.56 5.45 5.56 7.61 3.31 2.33 - - - |
5.28 | ||||||||||||
| Miningcost US$/t mined - - 2.65 3.13 3.30 3.30 3.81 3.86 - - - 2 |
3.31 | ||||||||||||
| Headgrade g/t - - 1.73 2.50 2.29 2.10 2.71 1.58 0.71 0.71 0.71 |
1.76 | ||||||||||||
| Ore milled Mt - - 3.06 3.32 3.32 3.32 3.32 3.07 3.12 3.12 1.13 |
26.8 | ||||||||||||
| Processingcost US$/t milled - - 10.66 11.95 11.89 11.74 11.99 12.61 12.36 12.31 12.66 |
11.97 | ||||||||||||
| G&A cost US$/t milled - - 3.60 3.49 3.45 3.41 3.53 3.57 3.23 3.23 3.69 2 |
3.45 | ||||||||||||
| Recovery % 0.0% 0.0% 88.3% 90.5% 90.4% 90.4% 90.5% 90.1% 89.4% 89.4% 89.4% |
90.1% | ||||||||||||
| Goldproduced koz - - 150 241 220 202 262 140 64 64 23 |
1,367 | ||||||||||||
| Unit -1.5 -1 1 2 3 4 5 6 7 8 9 |
LOMP | ||||||||||||
| Production Cost US$/oz - - 856 580 663 720 616 709 802 799 839 |
690 | ||||||||||||
| Royalties US$/oz - - 44 44 44 44 44 44 44 44 44 |
44 | ||||||||||||
| SustainingCapital US$/oz - - 11 19 29 21 16 31 83 14 125 |
25 | ||||||||||||
| All-in-site cost US$/oz - - 911 642 736 785 676 783 928 857 1,008 |
759 | ||||||||||||
| Cashflow after tax US$M 87.6 - 175.2 - 50.7 146.5 113.2 94.1 150.2 49.0 15.3 19.5 5.3 |
381.1 |
Note:
-
The forecast of annual costs and physicals shown above is a long range forecast and the technical parameters and the US1,250/oz gold price on which the forecast is based are subject to change.
-
Mining and G&A excludes the pre-strip and heap leach.
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Gold Price Sensitivities
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| Gold Price (US$/oz) |
IRR1 (%) |
Payback (Months) |
NPV (US$ million) | NPV (US$ million) |
|---|---|---|---|---|
| NPV5 | NPV10 | |||
| 1,100 1,150 1,200 1,250 1,300 1,350 1,400 |
15 19 23 27 30 33 36 |
44 39 35 32 30 28 26 |
111 160 210 259 302 351 400 |
50 90 130 170 205 245 284 |
1After tax, ungeared, real internal rate of return
| Gold Price (US$/oz) |
Gross After Tax Cashflow1 US$ million |
Net After Tax Cashflow2 2 US$ million |
2 Cashflow (A$per share3) Annual Average Years 1-5 Annual Average LOM |
2 Cashflow (A$per share3) Annual Average Years 1-5 Annual Average LOM |
|---|---|---|---|---|
| Annual Average LOM | ||||
| 1,100 1,150 1,200 1,250 1,300 1,350 1,400 |
457 519.4 581.7 643.9 697.6 759.4 821.2 |
194.3 256.7 319 381.1 434.9 496.7 558.5 |
$0.10 $0.11 $0.13 $0.14 $0.15 $0.16 $0.18 |
$0.06 $0.07 $0.08 $0.09 $0.10 $0.11 $0.12 |
1 Before deducting development capital. 2 After deducting development capital. 3 Assumes A$1.00=US$0.77
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Near-mine Potential
==> picture [133 x 38] intentionally omitted <==
-
Numerous targets identified
-
Some close to infrastructure
-
Some targets could convert Inferred to Indicated
-
Some targets could add resources and/or reserves
-
Prioritised program planned
==> picture [428 x 373] intentionally omitted <==
----- Start of picture text -----
Magazine
Plant Site
Govisou Zone North
Angovia 2
CMA South
Kongonza SE
----- End of picture text -----
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==> picture [720 x 39] intentionally omitted <==
Disclaimer and competent person statement
==> picture [133 x 38] intentionally omitted <==
-
This report contains forward-looking information which is based on the assumptions, estimates, analysis and opinions of management made in light of its experience and its perception of trends, current conditions and expected developments, as well as other factors that management of the Company believes to be relevant and reasonable in the circumstances at the date that such statements are made, but which may prove to be incorrect. Assumptions have been made by the Company regarding, among other things: the price of gold, continuing commercial production at the Edikan Gold Mine without any major disruption, development of a mine at Sissingué and/or Yaouré, the receipt of required governmental approvals, the accuracy of capital and operating cost estimates, the ability of the Company to operate in a safe, efficient and effective manner and the ability of the Company to obtain financing as and when required and on reasonable terms. Readers are cautioned that the foregoing list is not exhaustive of all factors and assumptions which may have been used by the Company. Although management believes that the assumptions made by the Company and the expectations represented by such information are reasonable, there can be no assurance that the forward-looking information will prove to be accurate. Forward-looking information involves known and unknown risks, uncertainties, and other factors which may cause the actual results, performance or achievements of the Company to be materially different from any anticipated future results, performance or achievements expressed or implied by such forward-looking information. Such factors include, among others, the actual market price of gold, the actual results of current exploration, the actual results of future exploration, changes in project parameters as plans continue to be evaluated, as well as those factors disclosed in the Company's publicly filed documents. The Company believes that the assumptions and expectations reflected in the forward-looking information are reasonable. Assumptions have been made regarding, among other things, the Company’s ability to carry on its exploration and development activities, the timely receipt of required approvals, the price of gold, the ability of the Company to operate in a safe, efficient and effective manner and the ability of the Company to obtain financing as and when required and on reasonable terms. Readers should not place undue reliance on forward-looking information. Perseus does not undertake to update any forward-looking information, except in accordance with applicable securities laws.
-
All production targets for Yaouré referred to in this report are underpinned by estimated Ore Reserves which have been prepared by competent persons in accordance with the requirements of the JORC Code.
-
The information in this report in relation to Yaouré Mineral Resource and Ore Reserve estimates was previously published in a market release dated 3 November 2017. The Company confirms that all material assumptions underpinning those estimates and the production targets, or the forecast financial information derived therefrom, in that market release continue to apply and have not materially changed.
47