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CSA N292.5-11 (R2017) is a Canadian Standards Association standard that specifies design requirements for near-surface disposal facilities for radioactive waste. Originally published in 2011 and reaffirmed in 2017, it applies to facilities intended for the disposal of low- and intermediate-level radioactive waste (LILW) in engineered structures located at or near the ground surface. The standard is part of the N292 series on radioactive waste management and is intended to ensure long-term safety and environmental protection through robust design, construction, and performance assessment.
The scope of CSA N292.5-11 includes:
CSA N292.5-11 establishes a set of mandatory technical requirements for the design of near-surface disposal facilities. These are organized around the principle of defence-in-depth and the use of multiple barriers to isolate waste from the biosphere.
The key technical requirements are summarised in the table below.
| Requirement Category | Parameter | Specification |
|---|---|---|
| Waste Acceptance | Waste form stability | Waste shall be immobilised (e.g., cemented, grouted) to minimise leaching and maintain mechanical integrity. |
| Waste Acceptance | Radionuclide inventory limits | Total activity limits based on safety assessment; specific limits for long-lived radionuclides (e.g., C‑14, Tc‑99). |
| Containment System | Engineered barriers | Minimum 0.5 m clay liner (hydraulic conductivity ≤ 1 × 10⁻⁹ m/s); geosynthetic clay liner (GCL) or compacted clay. |
| Containment System | Cover system | Multi-layer cover to minimise infiltration (e.g., vegetative layer, drainage layer, low-permeability barrier, frost protection). |
| Performance | Hydraulic performance | Infiltration rate through cover ≤ 0.1 m/year; leachate collection system designed for 50‑year design life. |
| Performance | Lifetime of containment | Engineered barriers shall maintain function for at least 300 years (institutional control period). |
| Safety | Dose constraint | Peak dose to a representative person ≤ 0.3 mSv/year (from all exposure pathways). |
| Safety | Design basis events | Seismic (PGA ≥ 0.2 g), extreme precipitation (1‑in‑10,000‑year event), human intrusion scenarios. |
The standard requires that all design elements be supported by a comprehensive safety assessment that considers normal operations, accident conditions, and long-term evolution of the facility. The design life of the engineered barriers must extend beyond the period of active institutional control (typically 300 years). After that, the facility must rely on passive safety features, such as the natural attenuation capacity of the site and the long-term stability of waste forms.
Implementing CSA N292.5-11 requires a structured approach that integrates site characterisation, waste characterisation, engineering design, and quality assurance. The following steps are critical:
The site must be geologically stable, with low permeability subsoil and a deep groundwater table. Hydrogeological and geotechnical investigations are mandatory to provide input parameters for performance modelling.
Each waste stream must be characterised to determine its physical, chemical, and radiological properties. The waste acceptance criteria (WAC) developed from the standard must be documented and enforced. Waste that does not meet WAC must be treated or repackaged.
A QA program covering design, construction, and operation is required. This includes independent verification of barrier performance (e.g., liner integrity testing, compaction tests, cover system monitoring).
Compliance with CSA N292.5-11 is typically a regulatory requirement for all new near-surface disposal facilities in Canada (e.g., under the Canadian Nuclear Safety Commission regulations). The key compliance elements include:
In addition, the standard references several companion documents, such as CSA N292.0 (General principles), CSA N292.1 (Wet storage), and CSA N292.2 (Dry storage), which together form a comprehensive framework for radioactive waste management in Canada.