Abstracts
IAH_CNC_WEB2
IAH_CNC_WEB2
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It was estimated that between 50% and 80% of the salt applied in the WHPAs was applied<br />
on the roads with the remainder applied to parking lots. The inclusion of the loading from<br />
parking lots resulted in the estimation of the portion of salt applied to the surface that<br />
infiltrates being about one half of previous estimates completed considering only the salt<br />
applied to roads.<br />
The model was calibrated to historical data and used to predict salt concentrations in the<br />
supply wells using current application rates of road salt. The concentrations of sodium and<br />
chloride in two of the well fields are predicted to continue to meet the drinking water objectives.<br />
Reduction in salt loadings of 25% and 40% are required to achieve drinking water<br />
objectives in the other two well fields.<br />
121 - Salt Assessment of a Low Demand, Rural Well Field IAH-CNC<br />
2015 Waterloo Conference<br />
M.J. Fraser, R. Byer-Coward & R. Freymond<br />
Stantec Consulting Ltd., Kitchener, Ontario, Canada<br />
R. Vaillancourt & E. Hodgins<br />
Regional Municipality of Waterloo, Kitchener, Ontario, Canada<br />
The Regional Municipality of Waterloo (RMOW) was alerted by elevated chloride concentrations<br />
at one of their rural well fields and recognized that work was required to evaluate<br />
potential sources and future chloride trends. The source of chloride was not as clearly<br />
understood as in the urban environment where road salt is generally the primary contributor.<br />
The rural well field supplied a small community where waste water was treated using<br />
residential septic systems. The water supplied by the bedrock aquifer was hard, meaning<br />
many residents were using water softeners. In addition, supply from this well field was minor,<br />
about 14,000 m 3 /year, resulting in a limited well field capture zone. The low pumping<br />
rate and small capture zone meant that a relatively small amount of salt could result in<br />
increased concentrations of chloride at the production wells.<br />
A salt assessment was undertaken to assess the current extent of chloride within the aquifer<br />
system, evaluate future trends in chloride concentrations, and evaluate potential BMPs<br />
and/or well field operation and monitoring strategies with the objective of reducing chloride<br />
concentrations at the wells. Preliminary calculations indicated that chloride loading<br />
from water softeners and road salt may both be significant sources of chloride at the production<br />
wells.<br />
IAH-CNC 2015 WATERLOO CONFERENCE<br />
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