A Spill Risk Assessment of the Enbridge Northern Gateway Project
A Spill Risk Assessment of the Enbridge Northern Gateway Project
A Spill Risk Assessment of the Enbridge Northern Gateway Project
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The Bercha Group (2012a) concludes that risks to individuals from operations at <strong>the</strong><br />
marine terminal are within tolerable limits. Based on Individual Specific <strong>Risk</strong>s<br />
thresholds, <strong>the</strong> authors determine that risks to <strong>the</strong> public in <strong>the</strong> area surrounding <strong>the</strong><br />
terminal are insignificant at less than one in one million, while risks to workers are<br />
higher although tolerable at a range <strong>of</strong> between one in 10,000 and one in 100,000. The<br />
authors recommend mitigation measures to ensure safe operational and work<br />
procedures at <strong>the</strong> marine terminal.<br />
3.3. <strong>Spill</strong>s from Pipeline Operations<br />
The ENGP regulatory application contains several pipeline spill estimates. In its<br />
regulatory application submitted in 2010, <strong>Enbridge</strong> prepared a section in Volume 7B<br />
estimating return periods for spills that occur along <strong>the</strong> pipeline route. In 2012,<br />
WorleyParsons and <strong>the</strong> Bercha Group submitted additional risk analyses estimating<br />
pipeline spill likelihood for <strong>the</strong> project.<br />
Volume 7B <strong>of</strong> <strong>the</strong> <strong>Enbridge</strong> application identifies return periods for a hydrocarbon 4<br />
release that occurs along <strong>the</strong> pipeline route. <strong>Enbridge</strong> calculates spill return periods<br />
with liquid pipeline failure frequency data from 1991 to 2009 from <strong>the</strong> National Energy<br />
Board (NEB). <strong>Enbridge</strong> notes that NEB data include pipelines up to 50 years old that<br />
use older technology and building material standards associated with an increased<br />
frequency <strong>of</strong> failures compared to modern pipelines (<strong>Enbridge</strong> 2010b Vol. 7B, p. 3-‐1).<br />
Accordingly, <strong>Enbridge</strong> factored improved design features and mitigation planning<br />
characteristic <strong>of</strong> modern pipelines into its failure frequency calculations and expects<br />
improvement factors to decrease <strong>the</strong> probability <strong>of</strong> a pipeline failure relative to NEB<br />
failure frequency data (<strong>Enbridge</strong> 2010b Vol. 7B, p. 3-‐1).<br />
<strong>Enbridge</strong> estimates return periods for various spill size categories <strong>of</strong> hydrocarbon<br />
releases for six regions along <strong>the</strong> pipeline route. <strong>Enbridge</strong> bases spill size categories on<br />
NEB classifications whereby a small spill is less than 30 m 3 , a medium spill ranges<br />
between 30 and 1,000 m 3 , and a large spill exceeds 1,000 m 3 (<strong>Enbridge</strong> 2010b Vol. 7B).<br />
<strong>Enbridge</strong> identifies <strong>the</strong> six physiographic regions along <strong>the</strong> pipeline route as <strong>the</strong> Eastern<br />
Alberta Plains, <strong>the</strong> Sou<strong>the</strong>rn Alberta Uplands, Alberta Plateau, Rocky Mountains,<br />
Interior Plateau, and <strong>the</strong> Coast Mountains. Table 12 presents spill return periods<br />
calculated by <strong>Enbridge</strong> for medium and large spills in <strong>the</strong> six regions. Although<br />
<strong>Enbridge</strong> presents spill return periods separately for each region, we combine return<br />
periods for medium and large spills for <strong>the</strong> entire length <strong>of</strong> <strong>the</strong> pipeline that results in a<br />
return period <strong>of</strong> 28 years.<br />
4 <strong>Enbridge</strong> (2010b Vol. 7B p. 3-‐1) refers to pipeline spills as hydrocarbon spills. We interpret hydrocarbon<br />
spills to include both oil and condensate and thus assume spill return periods represent oil or condensate<br />
spills.<br />
12