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Sam Ziemann From - Region of Waterloo

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HYDROGEOLOGICAL ASSESSMENTSTRANGE STREET WATER SUPPLY CLASS EA UPDATEREGIONAL MUNICIPALITY OF WATERLOO2.0 Background Review2.1 PHYSIOGRAPHY AND TOPOGRAPHYThe Strange Street Well Field is located along the eastern flank <strong>of</strong> the physiographic regionreferred to by Chapman and Putnam (1984) as the <strong>Waterloo</strong> Moraine. The Moraine is orientedin a north south direction with ground surface topography decreasing from a high <strong>of</strong> over400 metres (m) above mean sea level (AMSL) within the core areas <strong>of</strong> the <strong>Waterloo</strong> Morainenear St. Agatha, to a low <strong>of</strong> approximately 300 m AMSL at the Grand River. Locally, within thevicinity <strong>of</strong> the Strange Street Well Field, the ground surface topography ranges fromapproximately 370 m AMSL to 340 m AMSL (Figure 2) with a general slope to the east.2.2 SURFACE WATER FEATURES AND ENVIRONMENTAL AREASThe topographic high, corresponding to the core <strong>of</strong> the <strong>Waterloo</strong> Moraine, creates a regionalsurface water divide that diverts surface water to the Nith River in the west and the Grand Riverin the east. Locally, a topographic divide exists to the south <strong>of</strong> the Strange Street Well Fieldwith surface water flow on the northern portion <strong>of</strong> the divide draining to Maple Hills Creek whichis part <strong>of</strong> Laurel Creek (Figure 2). To the south <strong>of</strong> the divide, surface water flow is towards theHenry Sturm and Detweiler Greenways that are part <strong>of</strong> the Upper Schneider Creek Watershed(Figure 2).Maple Hills Creek flows to the north where it joins with Clair Creek near <strong>Waterloo</strong> Park. Thedrainage basin for Maple Hills Creek has been developed for residential use, and as a resulthas been altered to some degree, particularly for the older development areas (Figure 2). Thecreeks to the south <strong>of</strong> the divide have been substantially altered to allow for urban drainagewithin the development areas. The Henry Sturm Greenway has been channelized through theconstruction <strong>of</strong> concrete lined urban drainage channels (Figure 2). Upstream <strong>of</strong>Fischer-Hallman Road, the Henry Sturm Greenway has been incorporated into a morenaturalized setting, with riparian vegetation and buffers. The Detweiler Greenway is a tributaryto the Sandrock Greenway, and runs parallel to Highland Road (Figure 2). The DetweilerGreenway has been incorporated into a naturalized corridor upstream <strong>of</strong> Highland Road.Several on-line stormwater management facilities exist along Detweiler Greenway for waterquality control, and to mitigate downstream flooding impacts.Locally, there are no Areas <strong>of</strong> National and Scientific Interest (ANSI), Environmentally SensitivePolicy Areas (ESPA), or provincially significant wetlands within the Study Area.2.3 GEOLOGY AND HYDROGEOLOGYThe Quaternary geology <strong>of</strong> the Study Area has been studied extensively and is discussed byKarrow (1993). The <strong>Waterloo</strong> Moraine is a kame moraine formed during an interlobate positionbetween ice lobes extending from the Ontario-Erie, Huron, and Georgian Bay Basins. Ahls v:\01609\active\161110897_strange_st\planning\report\final hydrogeo assessment\final\fnl_rpt_120319.docx 2.1

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