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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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