Natural Hazard: Foundation loss do to subsidence / soil liquefaction The foundation support system of the diesel oil tank 5 failed as several piles were not installed in bedrock as per the design, but in permafrost. The increased permafrost temperature caused its degradation and differential subsidence, which resulted in loss of the tank's verticality and a 80 mm gap between the foundation and the tank's floor base. The tank ruptured along the wall-base weld at the bottom of the tank, which resulted in the catastrophic rupture of the tank's shell. To this failure contributed also the formation of ulcerative corrosion and the presence of holes at the tank's bottom. Contributing Factors Organisational: Maintenance: InadequateIn 2014, the company had been ordered by the Russian regulatory agency for natural resources Rostekhnadzor to: - clean the outer surface of the walls and roof of the tanks from rust and restore the anti-corrosion coating by 2015; and - conduct non-destructive inspection of the tank bottoms by October 2016. Despite these requests from the Russian Government, Norilsk-Taimyr Energy did not take the requested steps to avoid a failure of Tank 5. | Release: Liquid release to water body Due to the tank's catastrophic failure, 17,500 tonnes (21,000 cubic metres) of diesel oil spilled on to the ground and into local rivers, affecting an immediate area of 18 hectares (44 acres). Contributing Factors Measure: Containment system (e.g. walls, dikes, enclosed room): Inadequate- The bund was insufficient in size to accommodate the tank volume and the bund wall was not capable of preventing the dynamic forces of a catastrophic tank failure forcing diesel over the bund wall. - Inadequate tertiary containment measures to reduce the off-site impact of a catastrophic tank failure. Organisational: Design of plant / equipment / system: Inadequate- Inadequate risk assessment in the Safety Declaration (SD). The catastrophic tank failure scenario was assessed as non-significant due to the low probability (1.5x10^(-5) per year) and minor consequence (limited impact on soils). The SD did not contain any recommendations to mitigate such scenario. -No detailed spill modelling was undertaken to inform the Oil Spill Response Plan (OSRP). The OSRP estimated the impacted area even less comparing to the one calculated in the SD and therefore mitigation activities were limited to contaminated soil removal and pumping of diesel fuel from the tank bund. Release: Liquid release to ground Due to the tank's catastrophic failure, 17,500 tonnes (21,000 cubic metres) of diesel oil spilled on to the ground and into local rivers, affecting an immediate area of 18 hectares (44 acres). | Dispersion: Rapid spread of oil and / or chemicals due to water flow The released quantity affected also the nearby Daldykan River, a tributary of the Ambarnaya River, and contaminating an area of 350 square kilometres (140 square miles). The spill reached Lake Pyasino, threatening the Pyasina River, which flows into the Arctic Ocean. Contributing Factors Organisational: Management organization: Non-existent-There was no emergency response plan for major spills, lacking immediately available resources and equipment. - Lack of emergency response access routes. - The risk assessment concluded that a catastrophic tank failure was not significant due to the low probability and minor consequences. - The storage tank was used as an emergency fuel back-up system and thus not considered central to the operations of the site. |