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Mine closure plans are often developed around climate conditions observed during project development and operations. Those conditions influence water balances, landform design, cover performance, treatment requirements, revegetation, erosion controls, and monitoring programs. The problem is that closure infrastructure may need to perform long after the historical record used to design it has lost much of its relevance.
Climate change does not make long-term closure planning impossible. It does make static assumptions increasingly difficult to defend. Operators must determine whether closure systems can remain stable, effective, and maintainable across a wider range of hydrological, thermal, wildfire, and ground conditions than the site has previously experienced.
An operating mine has people, equipment, power, access, communications, maintenance, and management systems available to respond when conditions change. A closed site may have fewer of those resources and longer response times. Infrastructure that was manageable during operations can become vulnerable when active support is reduced.
This difference must influence the closure design basis. Spillways, diversions, covers, landforms, treatment systems, roads, monitoring installations, and containment structures may need to perform for decades or longer. Their climate exposure should be evaluated across the intended performance period, not only the remaining operating life.
Closure timing may also change. Commodity prices, technical conditions, permitting, ownership transitions, or unexpected events can accelerate temporary shutdown or permanent closure. Climate resilience must therefore be established before the operation reaches the final years of production.
Closure water-management systems are often designed using historical precipitation, runoff, evaporation, snowmelt, and groundwater records. Those records remain important, but they may not represent the conditions that will control long-term performance. More intense precipitation, longer droughts, rain-on-snow events, and changing seasonal runoff can all affect closure outcomes.
The IPCC’s assessment of climate impacts and adaptation identifies increasing heavy precipitation in many regions alongside greater drought impacts and unfamiliar precipitation patterns. A closed mine may therefore need to withstand greater water excess and greater water scarcity during the same lifecycle. Planning for only an average or expected condition can leave critical systems without sufficient flexibility.
Future hydrology should be examined through multiple scenarios. The closure water balance should test wet periods, dry periods, seasonal shifts, compound events, and changing groundwater or snowmelt conditions. Sensitivity analysis can identify which assumptions have the greatest influence on storage, discharge, treatment, erosion, and long-term maintenance.
Closure landforms are expected to control runoff, limit erosion, support vegetation, protect waste, and remain stable over long periods. Their performance depends on slope geometry, material properties, drainage, surface protection, vegetation, and maintenance. Climate variability can affect all of those elements at the same time.
More intense rainfall can increase runoff velocity, erosion, gullying, sediment movement, and loading on channels or energy-dissipation structures. Drought can reduce vegetation cover, dry surface materials, and increase wildfire exposure. If intense rainfall follows drought or wildfire, the landform may respond differently than it would under the historical design event.
Landform reviews should therefore evaluate both gradual degradation and extreme events. Small areas of erosion, settlement, ponding, or vegetation loss can redirect water and create larger problems over time. Inspection and maintenance criteria should identify early changes before they compromise the intended closure function.
Mine-waste covers may be designed to limit infiltration, control oxygen, manage gas, prevent contact, support vegetation, or separate materials. Their effectiveness depends on moisture, temperature, freeze-thaw cycles, vegetation, root development, erosion, and material integrity. Climate change can alter the balance among these factors.
A cover designed around historical precipitation and evaporation may perform differently during prolonged drought or repeated extreme rainfall. Drying can cause cracking, vegetation stress, or changes in hydraulic properties, while intense storms can create erosion and localized infiltration. More frequent freeze-thaw cycles may also affect material structure and drainage.
Cover-system reviews should test whether the design remains effective across credible future conditions. Monitoring may need to include moisture, infiltration, erosion, vegetation, settlement, and water quality rather than relying on visual inspection alone. The closure plan should also define what modifications remain possible if performance begins to move outside the expected range.
Some closed mines require ongoing water collection and treatment. Future climate conditions can change flow volume, timing, chemistry, temperature, and contaminant concentrations. A treatment system designed around operating-period averages may not remain effective under a different hydrological regime.
Higher flows can overwhelm collection, storage, equalization, or treatment capacity, while drought can reduce dilution and increase concentrations. Temperature changes can affect biological and chemical treatment processes. Wildfires, floods, or road closures can also interrupt power, staffing, reagents, replacement parts, and access.
Long-term treatment planning should account for these dependencies. Passive or semipassive treatment may reduce reliance on continuous operating support, but those systems also require testing against changing flows and temperatures. Where active treatment remains necessary, the owner should understand the resources, redundancy, maintenance, access, and financial commitments required to sustain it.
Revegetation is frequently expected to stabilize soil, reduce erosion, manage water, restore habitat, and support the intended post-mining land use. Climate change can affect establishment, survival, growth, species competition, pests, disease, and wildfire exposure. A planting strategy based solely on current conditions may struggle as temperature and moisture patterns shift.
Species selection should consider future climate suitability as well as present-day performance. Seed sources, soil development, microsite conditions, succession, and maintenance requirements may need to accommodate a wider range of outcomes. The objective is to create a resilient ecological system rather than a short-term appearance of successful planting.
Wildfire must also be considered within revegetation and landform planning. Vegetation structure, fuel accumulation, access, firebreaks, erosion protection, and post-fire recovery can all influence long-term performance. Closure success criteria should recognize that disturbance may occur and evaluate whether the site can recover without losing its primary environmental controls.
Northern closure plans may rely on frozen ground, frozen waste, or stable permafrost conditions to limit movement and water flow. Warming can change settlement, seepage, drainage, slope stability, and geochemistry. Systems that depend on permanent freezing require clear evidence that the assumption remains credible.
The NOAA Arctic Report Card 2025 documented continued rapid Arctic warming and record-high temperatures at monitored permafrost sites in North America and Svalbard during 2024. It also described changing water chemistry associated with thawing permafrost. These conditions demonstrate why northern closure designs must evaluate both structural and environmental consequences.
Monitoring should track the variables most relevant to the closure concept. Ground temperature, active-layer thickness, settlement, seepage, water quality, and drainage may all provide evidence of changing performance. Thresholds should link to feasible engineering or management responses rather than be recorded without a defined action.
A closure plan cannot anticipate every condition that will occur over several decades. It can, however, establish how new information will be reviewed and incorporated. Adaptive management provides a structured way to reassess risks, evaluate performance, and implement changes as uncertainty narrows.
The Mining Association of Canada’s climate adaptation guidance recognizes that climate change can affect closure water systems, infrastructure, revegetation, and long-term management. It also supports an iterative process of assessment, monitoring, evaluation, and adjustment. This approach is particularly important when closure performance depends on climate conditions that will continue changing after operations end.
Success criteria should distinguish between a temporary condition and durable performance. Vegetation established for several seasons, a channel that survives one major storm, or a treatment system that meets current flows may not demonstrate long-term resilience. Criteria should reflect the system’s function, expected variability, and the evidence required to support reduced intervention.
Closure monitoring programs need to remain reliable as staffing, access, power, and site activity decline. Instruments that depend on continuous maintenance or complex communications may become difficult to support. Monitoring design should reflect the operating reality of the closed site.
Critical data should have clear ownership, review frequency, thresholds, and escalation requirements. The program should also define how monitoring will be restored if equipment fails during extreme weather. Remote systems, redundant communications, manual verification, and protected installations may be necessary for high-consequence conditions.
Knowledge transfer is equally important. Future teams need access to the assumptions, models, limitations, thresholds, and adaptation pathways behind the closure design. Without that information, monitoring may identify change without revealing why it matters or what response was intended.
Climate adaptation can create additional capital, monitoring, maintenance, treatment, and contingency requirements. If those obligations are not reflected in closure estimates and financial assurance, the plan may be technically ambitious but financially unsupported. Costing should account for both expected measures and credible adaptation needs.
The estimate should consider access, remobilization, specialized equipment, monitoring replacement, emergency repairs, additional treatment, landform maintenance, and long-term management. It should also recognize that future work may occur in a more remote or constrained operating environment. Costs developed from active-mine productivity and logistics may not represent closure conditions.
Periodic updates should reconcile observed climate trends and facility performance with the remaining liability. This prevents the closure estimate from remaining static while the technical basis changes. Financial planning becomes more credible when it evolves with the same evidence used to manage engineering risk.
A resilient closure plan does not depend on perfect knowledge of the future. It uses robust initial design, conservative decisions where consequences are high, and monitoring that reveals when conditions are changing. It also preserves practical options for adapting landforms, drainage, covers, treatment, access, and monitoring.
The objective is to reduce dependence on emergency intervention. Passive systems, stable landforms, accessible controls, replaceable components, and clear response plans can improve long-term performance. Where active management remains necessary, the requirements should be explicit and adequately resourced.
Closure is not a final drawing package completed near the end of operations. It is a long-term performance strategy that must evolve with the mine, the surrounding environment, and the available evidence. Climate-informed closure planning allows operators to manage that evolution before changing conditions turn uncertainty into liability.
TMG helps mining organizations facilitate multidisciplinary closure reviews that connect climate risk with water management, landforms, covers, infrastructure, treatment, monitoring, project controls, and long-term liabilities. Working as an extension of the Owner’s Team, TMG helps clients challenge assumptions, identify integration gaps, evaluate adaptation pathways, assign actions, and document residual risk. Speak with a TMG expert about strengthening your closure and reclamation strategy for the climate conditions the site may face long after operations end.
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.