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Report - Agence canadienne d'évaluation environnementale

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On-land risks<br />

Assessing the risks related to the project<br />

In this section, the Panel traces the history of accidents at LNG land facilities,<br />

examines the security measures planned by the proponent and analyzes the<br />

consequences of accident scenarios produced for the terminal and pipeline.<br />

History of accidents at liquefied natural gas land facilities<br />

As is the case with LNG maritime transport sector, the safety record regarding<br />

accidents at LNG land facilities (terminals on land, tanks, regasification equipment,<br />

etc.) was described as outstanding by a great number of specialists. Thus, Susan<br />

Tierney 1 underscored the absence of major accidents at land facilities of LNG<br />

terminals in the United States during the past 25 years. According to her, there are<br />

currently close to 200 LNG storage and peak-shaving facilities throughout the world,<br />

113 of which are in the United States, including the Gaz Métro facilities which have<br />

been in operation in Montreal-East since 1969 2 .<br />

The proponent presented a detailed history of accidents related to the processing,<br />

storing and transporting of LNG, drawn from various databases. The only accident<br />

that affected a population occurred in 1944, in Cleveland, in the United States, and<br />

was attributed to the use of inadequate materials in the design and building of the<br />

tanks used at the time. More recently, the Skikda accident which occurred in Algeria<br />

took place in a liquefaction plant and was deemed to have been caused by an<br />

explosion in a boiler. In this respect, the proponent stressed the fact that the project<br />

does not involve any liquefaction operations or the use of boilers.<br />

Security measures for land facilities<br />

The proponent plans to integrate security measures in the design, construction and<br />

operation of the LNG terminal. Thus, the LNG tanks would be built according to a “full<br />

containment” approach, and erected in individual impoundment basins. Impoundment<br />

systems would also be set up according to the CSA Z276-01 Canadian standard, and<br />

the NFPA-59A-01 US standard. The unloading lines between the wharf and the site<br />

would be underground and encased in a concrete caisson with a nitrogen inert<br />

atmosphere.<br />

1. Susan F. Tierney, <strong>Report</strong> to the Massachusetts Special Commission Relative to Liquefied Natural Gas Facility<br />

Siting and Use [On-line: www.mass.gov/legis/reports/Tierney_<strong>Report</strong>_to_MA_LNG_Commission_6-30-06_FINAL.pdf].<br />

2. Gaz Québec, vol. 14, n° 1, 2006, p. 5.<br />

Rabaska Project – Implementation of an LNG Terminal and Related Infrastructure 143

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