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and the groundwater system independent of precipitation events and water level changes<br />

in the creek. These tests show that the water level in the storm sewer can be a dominant<br />

influence on groundwater level rise and recession. When the storm sewers fill, flow into the<br />

groundwater system occurs, which reverses when the storm sewer water level drops generating<br />

baseflow to the creek through the storm sewer trench and storm sewer. It is argued<br />

that under certain conditions, dependent on grading of the storm-sewer system and the<br />

hydraulic conductivity of the soils, the storm sewer system may account for the majority of<br />

groundwater-surface water interaction in urbanized watersheds.<br />

240 - Enhanced Field Methodologies for Quantifying the<br />

Vulnerability of Public Supply Wells to Surface Contamination<br />

C.E. Hillier, D.L. Rudolph & A. Wiebe<br />

Department of Earth and Environmental Sciences, University of Waterloo, Waterloo,<br />

Ontario, Canada<br />

Groundwater vulnerability assessment is crucial to ensuring that a municipal drinking<br />

water supply is safe for consumption. In evaluating the vulnerability of a public supply<br />

well, assessment metrics often rely on generalized or assumed hydrogeologic parameters<br />

combined with various modeling tools to categorize the vulnerability. This approach is<br />

often associated with a significant level of uncertainty, which influences the confidence of<br />

decision makers. This study examines the utility of detailed field site evaluation to enhance<br />

well vulnerability assessment for public supply wells. The value of adopting an integrated<br />

monitoring approach that incorporates hydrogeologic, hydrologic, and climatic data is addressed.<br />

A 60-day pumping test was conducted on a public supply well located within the<br />

Regional Municipality of Waterloo adjacent to a perennial stream. A network of groundwater<br />

monitoring wells was installed and instrumented in the vicinity of the well. Hydraulic<br />

head, temperature, geochemistry, isotopes, electrical conductivity, turbidity, and climatic<br />

data were monitored during the pumping test. Several of the data sets will be presented to<br />

illustrate their relevance to assessing the vulnerability of a supply well. Contrasting water<br />

quality data collected from the deep and shallow environments provided insight into the<br />

groundwater flow system. The dilution of calcium and hardness at the pumping well was<br />

attributed to the shallow groundwater contributions, whereas increasing concentrations of<br />

iron and sulfate indicated deeper groundwater contributions. Shallow groundwater temperature<br />

data indicated the downward movement of warmer, near-surface waters during<br />

the course of the pumping test. The temperature in the pumping well and nearby observation<br />

wells decreased as a result of pumping indicating deep colder groundwater was being<br />

drawn upward into the well over time. The combined geochemistry and temperature data<br />

provide evidence of mixing between the shallow and deep groundwater systems, information<br />

critical to understanding the vulnerability of public supply wells to surface contamination.<br />

The evidence presented here demonstrates that data collected from detailed field<br />

investigations during extended pumping tests provides added insight in the assessment of<br />

well vulnerability. The length of the test required will rely on local conditions.<br />

IAH-CNC 2015 WATERLOO CONFERENCE<br />

87

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