CITY OF PRINCE GEORGE WELLS PROTECTION PLAN
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March 2015<br />
City of Prince George Well Protection Plan<br />
3.3 The Threat of Physical Impacts with City Wells<br />
As previously mentioned, two of the City’s wells, PW602 and PW605, are in very close proximity to the tracks<br />
themselves (within approximately 23 m and 92 m respectively). This puts these wells at risk from a direct<br />
collision if a train were to derail. Based on the sheer mass of the train cars, with or without any accompanying<br />
explosions or fires, it is possible the pump house, its contents, or its controlling mechanisms would be<br />
destroyed or rendered inoperable.<br />
There is also the possibility that the pumping mechanisms themselves may continue to function. If a resulting<br />
spill were to occur with the pumps still operable, there is presently no remote means of shutting down the<br />
pumps and preventing the wells from pumping hazardous materials directly into the City’s water supply from<br />
the exposed well casing. Furthermore, the sodium hypochlorite used to chlorinate the water supply and/or the<br />
fuel for the back-up diesel units in both PW605 and PW602 could also potentially spill or be pumped at an<br />
unregulated rate into the water supply system in this scenario. In addition there is potential for all spilled<br />
contents from CN rail stock to directly enter the well casing in this impact scenario.<br />
3.4 Other Threats<br />
There are other additional threats to the aquifer which must be considered and are discussed in the following<br />
subsections.<br />
Upstream Contamination<br />
It is extremely difficult to mitigate all the risks posed by upstream contamination on a major river system.<br />
However, typically, the further away a spill/leak occurs, the more time emergency staff will have to instigate<br />
defensive plans and procedures such as turning off the well pumps. However, investigation of spill potential<br />
upriver of the City is beyond the scope of this study. The threat from this spill source has been identified in<br />
Section 3 of this document as a potential future study need.<br />
Application of Track Maintenance Chemicals<br />
In 2003, Golder Associates Ltd. published a report identifying a risk of contamination from “herbicides that may<br />
be applied to the right-of-way and creosote used to preserve the railway ties.” However, there was little to no<br />
data to quantify these potential risk factors. In addition, there is no evidence to suggest that this issue was<br />
investigated further.<br />
The City requested data from CN regarding the use of any track maintenance chemicals in February 2014. In<br />
August 2014, CN informed the City that they employ professional herbicide application companies, but<br />
currently the City has received no additional information from CN.<br />
The purpose of gathering this data is to develop a comprehensive picture of the chemical types (including<br />
quantities and frequency of application) which could potentially leach into the groundwater within the<br />
Groundwater Protection Area. This information will allow the City to knowledgeably assess the risks posed by<br />
these chemicals and, in partnership with CN, look at potential mitigation measures. These measures could<br />
range widely from the implementation of new bylaws to a request for the use of more environmentally-friendly<br />
products.<br />
Track Switch<br />
User errors are often a major cause of accidents when trains are required to switch to a different track. Outside<br />
of the CN Yard itself, there appears to be only one switch in the subject area, which is located near the Mile<br />
5.35 grade crossing (see Figure 25). Currently, there is no information on how frequently this switch is used.<br />
The switch and signals are owned by CN and located near a private crossing into a decommissioned sawmill,<br />
while the side track and facility are privately owned by a concrete production company.<br />
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