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Tailings and mine-waste facilities are expected to perform across operating, closure, and post-closure periods that may extend far beyond the life of the mine itself. Their designs depend on assumptions about precipitation, runoff, evaporation, snowmelt, seepage, erosion, ground conditions, and extreme events. When those assumptions change, the facility’s risk profile changes with them.
Climate pressure does not automatically make a facility unsafe. It does mean that design criteria, operating controls, monitoring programs, emergency plans, and closure strategies must be reviewed against conditions that may differ from the historical record. A static design basis cannot remain credible indefinitely when the surrounding environment moves outside its original range.
Increasing a rainfall value is often the first response to changing climate conditions. That adjustment may be necessary, but it does not capture every way climate affects tailings and waste facilities. Event timing, duration, antecedent moisture, rain-on-snow, drought, wildfire, erosion, permafrost loss, and repeated freeze-thaw cycles can all alter facility performance.
The resulting risk may appear through several pathways. Greater inflow can reduce available freeboard, challenge diversion structures, increase pumping demand, and affect treatment requirements. Drought can change water availability, increase dust, alter beach conditions, damage vegetation, and influence the performance of covers or water-retaining closure strategies.
Climate hazards can also interact. Wildfire may remove vegetation from a watershed, increasing runoff, sediment, and debris during the next intense storm. Permafrost degradation can alter seepage, settlement, drainage, and foundation behavior while changing watershed chemistry.
Tailings facilities rely on water balances to support storage, deposition, reclaim, treatment, discharge, and freeboard decisions. A deterministic model based on average or historical conditions can conceal the variability that actually controls risk. The facility may appear manageable under the expected case while becoming constrained under a sequence of wet years or an extended drought.
A climate-informed water balance should examine multiple scenarios across the facility lifecycle. It should test changing precipitation, evaporation, snowmelt, runoff, groundwater, reclaim, process demand, discharge, and treatment conditions. Sensitivity analysis can then identify which assumptions most influence storage, freeboard, operating flexibility, and closure performance.
The model should evolve with the facility. Deposition patterns, beach development, pond location, watershed disturbance, diversion performance, and available storage all change over time. Use monitoring and observed performance to confirm or revise the assumptions supporting operational decisions.
A required freeboard value is essential, but it does not, by itself, demonstrate resilience. The facility must also maintain the ability to manage inflows, recover storage, operate pumps, access controls, and respond when conditions approach the limit. A number shown on a drawing does not guarantee that the operating system can preserve it during a compound event.
Owners should understand how quickly freeboard can be consumed and what is required to restore it. Pumping capacity, power reliability, treatment availability, discharge restrictions, access, staffing, and supply-chain dependencies all affect the response. If several of those controls are compromised during severe weather, the practical margin may be smaller than the design value suggests.
Trigger-action-response plans should connect observed conditions to specific decisions. Water levels, inflow forecasts, weather outlooks, pump availability, treatment capacity, and erosion conditions can all provide early warning. Thresholds must be accompanied by clear ownership, response times, and actions that remain feasible during the event.
Climate-informed monitoring should do more than confirm that a facility remains within a fixed operating limit. It should detect trends that indicate the design assumptions or operating conditions are changing. Water levels, pore pressures, seepage, deformation, erosion, settlement, ground temperature, water quality, and diversion performance may all provide relevant evidence.
Monitoring systems must also remain functional during the conditions they are intended to observe. Power loss, damaged communications, wildfire, flooding, ice, or restricted access can make instruments unavailable when they are most needed. Critical measurements may require redundant power, communications, manual verification, protected installations, and remote access.
Data without a decision process provides limited protection. The facility should define who reviews trends, how anomalies are investigated, when the Engineer of Record or Independent Technical Review Board becomes involved, and what actions are available. Adaptive management depends on converting observations into timely engineering and operating decisions.
Waste-rock facilities, heap-leach pads, stockpiles, and other mine-waste systems can be affected by changing rainfall, temperature, erosion, infiltration, snowmelt, and ground conditions. Increased infiltration may affect seepage and water quality, while intense runoff can erode slopes, channels, covers, and access roads. Drought can limit vegetation establishment and increase dust or wildfire exposure.
Thermal conditions may also influence performance. Freeze-thaw cycles can damage surface protection, alter infiltration, and reduce the effectiveness of drainage systems. Permafrost loss can affect foundations, flow paths, settlement, and long-term geochemical behavior.
Each facility requires a climate risk assessment that reflects its materials, geometry, containment approach, consequence profile, and closure strategy. Applying tailings criteria to every waste facility may not be appropriate, but treating lower-profile facilities as climate-insensitive can create unmanaged exposure. Site-wide reviews help identify where several waste and water systems depend on the same drainage, treatment, access, or monitoring infrastructure.
Closure systems may need to perform for decades or longer with fewer people, less active control, and more limited access than an operating mine. Diversions, spillways, covers, landforms, treatment systems, and monitoring networks must remain effective as climate conditions continue to evolve. A closure design based only on the operating-period climate can transfer substantial risk into the future.
Water covers and dry covers may respond differently to changing precipitation, evaporation, drought, vegetation, wildfire, and freeze-thaw conditions. Landforms can experience altered erosion, infiltration, and drainage, while treatment requirements may change as flows and water chemistry evolve. The closure plan should test whether its fundamental assumptions remain credible across a range of future conditions.
Designing for low active intervention can improve long-term resilience. Passive systems, stable landforms, accessible monitoring, replaceable components, and clear adaptation pathways may reduce dependence on continuous operating support. Where active controls remain necessary, the owner should understand the duration, resources, access, and governance required to sustain them.
The Global Industry Standard on Tailings Management applies across the complete facility lifecycle and emphasizes integrated management, monitoring, accountability, and adaptive decision-making. Its definition of adaptive management explicitly recognizes changing conditions, including climate change. This reinforces that tailings safety is not established once at design approval and then assumed to remain constant.
The Mining Association of Canada’s climate adaptation guidance also identifies future precipitation and extreme events as considerations for dams, tailings facilities, water systems, and closure infrastructure. These frameworks support a risk-based approach in which design, operation, monitoring, and adaptation remain connected. Owners still need to translate that direction into site-specific criteria, responsibilities, and actions.
Compliance should therefore be supported by an active understanding of facility performance. Climate assumptions, model limitations, monitoring results, operating experience, and emerging hazards should be reviewed together. This allows the owner to identify when a technically compliant facility requires further assessment or adaptation.
Tailings and waste management involve engineering, operations, environment, water management, emergency response, closure, and executive accountability. Climate risk can expose gaps among those functions when assumptions differ, or responsibilities are unclear. A multidisciplinary review helps establish one shared understanding of the facility’s changing risk profile.
Climate-related actions should have named owners, deadlines, decision rights, and verification requirements. Material changes should flow into the risk register, operating manuals, emergency plans, budgets, schedules, and closure liabilities. Residual risks must be clearly communicated to the people accountable for accepting and managing them.
The facility should also retain the reasoning behind major decisions. Future operators need access to climate assumptions, design limitations, adaptation thresholds, and the conditions under which the selected controls were considered adequate. Losing that knowledge can turn a manageable uncertainty into an unrecognized vulnerability.
Tailings and waste facilities are not static structures operating in a static environment. Their geometry, materials, water conditions, monitoring history, downstream context, and climate exposure evolve over time. Safe management requires the design basis and operating strategy to evolve with them.
Operators can strengthen resilience by testing a wider range of climate conditions, examining compound events, protecting critical monitoring, and establishing clear adaptation triggers. These measures create the visibility needed to respond before changing conditions reduce available safety margins. Climate pressure becomes more manageable when it is treated as an active lifecycle risk rather than a future exception.
President
Kenny MacEwen is President of TMG and a senior execution leader with over two decades of experience delivering complex projects across the mining, energy, and infrastructure sectors. With a foundation in mechanical engineering and a track record spanning both Owner and consulting roles, Kenny has led multidisciplinary teams through all phases of the project lifecycle—from early studies and permitting support through detailed engineering, construction, and commissioning. His experience includes overseeing large-scale programs at New Gold and Centerra Gold Inc., where he aligned technical, commercial, and operational objectives across high-value global portfolios.
At TMG, Kenny leads the integration of project delivery frameworks that support Owner-side governance, stakeholder engagement, and cross-functional execution. He is deeply involved in developing workface planning models, ensuring interface risks are actively managed, and advancing readiness strategies that position assets for seamless transition to operations. His leadership extends across EPC coordination, budget stewardship, and the application of risk-adjusted scheduling tools to maintain project momentum. Kenny is recognized for fostering team cohesion in high-pressure environments while ensuring technical rigor and delivery accountability remain front and center.