Fission Announces Tier 1 Economics for PLS with Feasibility Study: Lower Initial CAPEX, Increased Mine Life, NPV and IRR
Fission Uranium Corp. announced a Feasibility Study (FS) for its Patterson Lake South (PLS) project, confirming its position as a leading uranium project globally. The FS reveals a 10-year mine life with a Life of Mine (LOM) production of 90.9 million lbs U3O8, an after-tax NPV of CAD $1.204 billion, and a post-tax IRR of 27.2%. Initial CAPEX is estimated at CAD $1.155 billion, slightly lower than the previous pre-feasibility study. The project boasts a low OPEX of CAD $13.02/lb U3O8, contributing to its economic viability while maintaining minimal environmental impact. The study also indicates potential for resource growth through future exploration.
- Increased mine life to 10 years with LOM production of 90.9 million lbs U3O8.
- After-tax NPV of CAD $1.204 billion and IRR of 27.2% indicate strong economic viability.
- Initial CAPEX is 2% lower than previous studies at CAD $1.155 billion despite inflation.
- Low operating costs at CAD $13.02/lb U3O8 support profitability.
- None.
ir@fissionuranium.com
www.fissionuranium.com
TSX SYMBOL: FCU
OTCQX SYMBOL: FCUUF
Results confirm PLS as one of the world's elite uranium projects
These impressive FS results further enhance the robust economics outlined in the 2019 pre-feasibility study (the "PFS"). Highlights include a longer mine life of 10 years, greatly increased after-tax NPV of
- Construction timeline of 3 years with an estimated initial capital cost of
$1.15 5B - Increased mine life to ten years with LOM production of 90.9 million lbs of U3O8
- Addition of R840W orebody into the FS mine plan contributing to increased Mineral Reserves
- Average unit operating cost of
/lb U3O8$13.02 - Robust post-tax economics:
- IRR of
27.2% - NPV of
at$1.20 4B8% discount - Payback period of 2.6 years
While the FS only considers Indicated Resources from the R780E, R840W and R00E zones, the mine plan has been deliberately designed to easily accommodate additional material from the R1515W and R1620E zones based on the potential future conversion of Inferred Resources to Indicated Resources. The majority of mineralization at these two on-strike, high-grade zones is currently defined as Inferred Mineral Resource classification and thus not considered for inclusion in the FS mine plan. As proven by the Company's drilling at the
Mine Life and Zone Expansion: The FS mine plan has increased the mine life to 10 years. Both the R780E and R840W zones are open at depth and along the plunge to the east. Further opportunity exists to grow the resource in those directions, potentially extending the underground mine life even further.- Additional Zones: The FS mine plan has a future opportunity to accommodate the potential conversion of Inferred Resources to Indicated Resources at two high-grade, on-strike zones - R1515W and R1620E – that are not yet part of Mineral Reserves.
- Mineralization Upgrade: The FS mine plan does not include areas of Inferred Mineral Resources in the R00E, R840W and R780E zones. An opportunity exists to upgrade to Indicated Mineral Resource with future planned drilling.
- The underground mine plan eliminates direct physical impacts on
Patterson Lake and theClearwater River drainage. Other than a dock, freshwater intake and treated effluent diffuser, all other infrastructure related to mining and processing at PLS is set back to maintain an acceptable riparian buffer to the shoreline ofPatterson Lake . - The revised Project layout maintains a compact footprint, and facilities have been placed to avoid local areas of old-growth jack pine forest and heritage resource sites.
- In the absence of hydro utilities, using LNG for site power generation instead of diesel, while only marginally reducing the greenhouse gases, significantly decreases emissions of particulates and sulphur and nitrogen compounds.
- Metallurgical test work indicates that the Project will be able to meet the water quality ranges for treated effluent discharges found at other uranium mining operations in
Saskatchewan . - Modelling of the Tailings Management Facility (TMF) interactions with groundwater indicates that the current design will be protective of groundwater quality in the long term and thus protective of the
Patterson Lake drainage. - At year-end 2022, Fission had engagement agreements with all the Indigenous groups with the potential for impacts to their traditional land use and treaty rights due to the Project.
- Fission responded to local concerns over the proposed bypass of
Highway 955 around the site by leaving the road route as it is.
The FS was prepared by independent consultants led by Tetra Tech, who carried out the process and infrastructure design, capital cost and operating cost summary, financial analysis and overall compilation, assisted by
In addition to managing radiological issues common to uranium mining, key technical challenges to developing the operation will be 1) accessing the deposit through the saturated sandy overburden and 2) recovery of the crown pillar reserves using artificial ground freezing techniques.
To access the deposit, a decline is planned through the dewatered overburden using a tunnel shield method and a hydrostatic segmental concrete tunnel liner, a common technique for developing through soft ground. In addition to the decline, two vertical shafts will be developed to provide a dedicated ventilation system for the mine and secondary egress. The crown pillar will be partially recovered with the installation of an artificial ground freezing system, using holes drilled from offset underground drifts below the crown pillar zones. Once the holes are drilled, a refrigerated brine solution is pumped through the holes to freeze the ground, providing ground improvement and reducing the permeability of the rock.
The updated Mineral Resource estimate used as the basis for the FS was previously disclosed by Fission in a press release dated
Table 1: Mineral Resource Statement by Zone –
Zone | Tonnes | Metal Grade | Contained Metal | ||
('000 t) | (% U3O8) | (g/t Au) | (M lbs U3O8) | ('000 oz Au) | |
Indicated | |||||
R780E | 2,170 | 2.03 | 0.67 | 97.0 | 46.9 |
R00E | 98 | 1.50 | 0.15 | 3.2 | 0.5 |
R1620E | 42 | 1.98 | 0.19 | 1.9 | 0.3 |
R840W | 312 | 1.63 | 0.42 | 11.2 | 4.2 |
R1515W | 67 | 1.15 | 0.38 | 1.7 | 0.8 |
Total Indicated | 2,688 | 1.94 | 0.61 | 114.9 | 52.7 |
Inferred | |||||
R780E | 271 | 0.60 | 0.46 | 3.6 | 4.0 |
R00E | 9 | 3.83 | 0.79 | 0.7 | 0.2 |
R1620E | 59 | 3.55 | 0.48 | 4.6 | 0.9 |
R840W | 63 | 1.10 | 0.37 | 1.5 | 0.7 |
R1515W | 234 | 0.96 | 0.42 | 5.0 | 3.1 |
Total Inferred | 635 | 1.10 | 0.44 | 15.4 | 9.0 |
Notes: | |
1. | CIM (2014) definitions were followed for Mineral Resources. |
2. | Mineral Resources are reported at a cut-off grade of |
3. | A minimum mining width of 1 m was applied to the resource domain wireframe. |
4. | Mineral Resources are inclusive of Mineral Reserves. |
5. | Numbers may not add due to rounding |
Mineral Reserves
An updated estimate of Mineral Reserves for the Project was carried out by Mining Plus based on the underground mine plan that captures the majority of the High-Grade Indicated Resources in the R780E, R840W and R00E zones. The FS supersedes all previous mine plans and Mineral Reserve statements. The Mineral Reserves are summarized in Table 2.
Table 2: Mineral Reserve Statement –
Classification | Tonnes | Grade | Contained Metal |
('000 t) | (% U3O8) | (M lbs U3O8) | |
Probable Reserves | 3,007 | 1.41 | 93.7 |
Notes: | |
1. | CIM Definition Standards (2014) were followed for the classification of Mineral Reserves. |
2. | The Mineral Reserves are reported with an effective date of |
3. | Mineral Reserves were estimated using a long-term metal price of |
4. | Underground Mineral Reserves were estimated by creating stope shapes using |
5. | Mining recovery of |
6. | The density varies based on block model values. An estimated waste density of 2.42 t/m3 was used for areas outside the block model boundary. |
7. | By-product credits were not included in the estimation of Mineral Reserves. |
8. | Numbers may not add due to rounding. |
The FS is based on accessing the deposit using a decline developed from a position southwest of the deposits in close proximity to the processing plant and waste stockpile areas. The area of the decline is temporarily dewatered while the development progresses through the overburden. The decline excavation is planned to use a tunnel shield method utilizing a hydrostatic segmental concrete liner for ground support. In addition to the decline, two vertical shafts are excavated sequentially to provide a dedicated ventilation system for the mine (one fresh air intake shaft and one exhaust air shaft). After the decline extends through the overburden and transition bedrock zone, more typical hardrock development can commence. Mining uses the Longhole Stoping method in a longitudinal retreat orientation with Cemented
A partial recovery of the mineralized material approaching the contact between the overburden and bedrock is achieved by utilizing artificial ground freezing to achieve a bulk freeze. The ground is frozen by way of drilling holes into the overburden and shallow bedrock using underground drilling collared from a dedicated freeze drift below the crown area. Upon completion of the ground freezing holes, a refrigeration plant pumps a chilled brine solution through the holes to create a frozen cap to provide increased ground stability and reduced groundwater inflow. Once frozen, a low disturbance Drift and Fill mining method with Cemented Hydraulic Fill is utilized to extract the mineralized material. Roadheader tunnelling equipment will be used in the crown pillar areas to remove the need for explosives. A portion of the Mineral Resources approaching the overburden contact will be sterilized due to geotechnical constraints; however, this sterilized material could be further evaluated for eventual extraction in future analysis.
Tetra Tech completed the design for the process plant and related infrastructure facilities for this FS using proven uranium extraction technology, processes and equipment and has drawn on its knowledge of other
A conventional grinding and leaching circuit will be used for the recovery process. The ore will be trucked from the mine to the ROM pad and ground in a single-stage semi-autogenous grinding circuit to 150 µm. The ground ore will be leached using sulfuric acid and hydrogen peroxide at 50°C. The leached slurry will be fed to a counter-current decantation circuit followed by a clarification stage to produce the pregnant leach solution. A solvent extraction (SX) circuit will purify and concentrate uranium in the solution for yellowcake precipitation. The precipitated yellowcake will be calcined at 450°C before packaging in drums.
Tailings will be neutralized and deposited in the Tailings Management Facility. The TMF utilizes the previous surround design method of tailings management, a common method used in uranium mines in northern
The major components of infrastructure include:
- Backfill plant and refrigeration plant
- Surface ventilation fans and LNG direct-fired heater
- Decline portal
- LNG power plant
- Process facilities
- Tailings management facility
- Administration building, fuel bay, warehouse and maintenance facility
- Effluent treatment facility
- Permanent camp
The general arrangement of the site infrastructure is provided in Figure 1.
- Uranium price of
US /lb U3O8, based on long-term consensus forecasts$65 - Exchange rate of
0.75 US$ /C $1.00 - Gross revenue of
$7,875 million - Less Saskatchewan Government Gross Revenue Royalties of
$571 million - Net revenue of
$7,304 million
A summary of operating costs is shown in Table 3.
Table 3: Summary of Operating Costs
Description | LOM Cost | Average Annual | Unit Cost | Unit Cost |
(C$ millions) | (C$ millions) | (C$/t proc) | (C$/lb U3O8) | |
Mining | 458.8 | 45.9 | 153 | 5.05 |
Processing | 489.6 | 49.0 | 163 | 5.39 |
General and Administration | 234.9 | 23.5 | 78 | 2.59 |
Total | 1,183.3 | 118.3 | 393 | 13.02 |
A summary of capital costs is shown in Table 4.
Table 4: Summary of Capital Costs
Capital Cost Area | Value |
(C$ millions) | |
Mining | 176 |
Processing | 141 |
Infrastructure | 159 |
Tailings Management Facility | 235 |
Direct Costs | 711 |
Indirect Costs | 198 |
Owner's Costs | 109 |
Contingency | 137 |
Total Initial Capital Cost | 1,155 |
Sustaining Capital | 384 |
Total LOM Capital Cost | 1,539 |
A summary of taxes and royalties paid to provincial and federal governments is shown in Table 5.
Table 5: Summary of Taxes and Royalties
Parameter | Value |
(C$ millions) | |
Provincial revenue royalties | 571 |
Provincial profit royalties | 728 |
Corporate income tax | 992 |
Total taxes and royalties paid | 2,291 |
Pre-tax and post-tax economic results are summarized in Table 6.
Table 6: Summary of Economic Results
Parameter | Units | Pre-Tax | Post-Tax |
Cash Flow | C$ millions | 4,508 | 2,787 |
Payback Period | yrs. | 2.3 | 2.6 |
IRR | % | 35.5 % | 27.2 % |
NPV @ | C$ millions | 2,095 | 1,204 |
Uranium mineralization of the
The R1515W, R840W and R00E zones make up the western region of the
Mineralization along the Patterson Lake Corridor trend remains prospective along strike in both the western and eastern directions. Basement rocks within the mineralized trend are identified primarily as mafic volcanic rocks with varying degrees of alteration. Mineralization is both located within and associated with mafic volcanic intrusives with varying degrees of silicification, metasomatic mineral assemblages and hydrothermal graphite. The graphitic sequences are associated with the PL-3B basement Electro-Magnetic (EM) conductor.
The 31,039-hectare PLS project is
This News Release describes a Mineral Resource estimate, an updated Mineral Reserve estimate, and an FS Life of Mine Plan and cash flow based upon geological, engineering, technical and cost inputs developed by Tetra Tech and other study participants. A National Instrument 43-101 Technical Report will be filed on SEDAR and made available on the Company's website within 45 days. The technical information in this news release has been prepared in accordance with the Canadian regulatory requirements set out in National Instrument 43-101 and reviewed and approved by
The technical information in this news release has been prepared in accordance with the Canadian regulatory requirements set out in National Instrument 43-101 and reviewed on behalf of the company by
ON BEHALF OF THE BOARD
"Ross McElroy"
____________________________
Certain information contained in this press release constitutes "forward-looking information", within the meaning of Canadian legislation. Generally, these forward-looking statements can be identified by the use of forward-looking terminology such as "plans", "expects" or "does not expect", "is expected", "budget", "scheduled", "estimates", "forecasts", "intends", "anticipates" or "does not anticipate", or "believes", or variations of such words and phrases or state that certain actions, events or results "may", "could", "would", "might" or "will be taken", "occur", "be achieved" or "has the potential to". Forward looking statements contained in this press release may include statements regarding the future operating or financial performance of Fission and
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FAQ
What are the key findings of Fission Uranium's Feasibility Study for PLS released on January 17, 2023?
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