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Sam Ziemann From - Region of Waterloo

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HYDROGEOLOGICAL ASSESSMENTSTRANGE STREET WATER SUPPLY CLASS EA UPDATEREGIONAL MUNICIPALITY OF WATERLOOBackground ReviewMarch 19, 2012Aquitard 2 (ATB3):Aquitard 2 (ATB3) corresponds to the lower Maryhill Till and represents one <strong>of</strong> the primaryregional hydrostratigraphic units. The till has been broken down into a Middle and LowerMaryhill Till by Bajc and Shirota (2007). Along the flanks <strong>of</strong> the moraine the Maryhill Till is <strong>of</strong>tenfound to be discontinuous, or has been re-worked and re-deposited as glaci<strong>of</strong>luvial sediments.Within the Strange Street Well Field, it was found to be continuous and range in thickness from5 m to 25 m (Stantec, 2009). It is defined as a clayey silt to silty clay till, physically separatingthe upper aquifer system (Aquifer 1) from the lower aquifer systems (Aquifers 2 and 3)(Figure 4).Aquifer 2 (AFB3/AFC1):Aquifer 2 corresponds to the lower <strong>Waterloo</strong> Moraine Stratified Sediments (AFB3) and CatfishCreek Drift (AFC1) as referred to by Karrow (1993), and when present is found belowAquitard 2, mainly along the eastern flank <strong>of</strong> the Moraine. This unit consists <strong>of</strong> stratified gravels,sands, or silts and is <strong>of</strong> very limited extent. As a result Aquifer 2 was rarely identified within theStrange Street Well Field (Stantec, 2009).Aquitard 3 (ATC1/ATC2):Aquitard 3 corresponds to the Catfish Creek Till. Bajc and Shirota (2007) divided this unit intoan upper (ATC1) and lower aquitard (ATC2), with Aquifer 2 (AFC1) found occasionally betweenthe two units. This unit is nearly continuous throughout the <strong>Region</strong> and together withAquitard 2, forms the main stratigraphic marker units within the Moraine. The texture <strong>of</strong> this unitis a stony, silty to sandy till, and is <strong>of</strong>ten referred to as “hardpan” in well logs. Within theStrange Street Well Field, ATC1 is interpreted to be continuous, with ATC2 rarely beingidentified, which could partially be a function <strong>of</strong> the limited number <strong>of</strong> deep boreholes in the area(Figure 4). Often, Aquitard 3 directly underlies Aquitard 2, likely providing an effective confininglayer between Aquifer 1 and Aquifers 3 and 4.Aquifer 3 (AFD1/AFF1):Aquifer 3 is spatially discontinuous throughout much <strong>of</strong> the core areas <strong>of</strong> the <strong>Waterloo</strong> Moraine,and is found either directly overlying bedrock or overlying Aquitard 4. AFD1 likely correspondsto sands and gravel re-worked from Catfish Creek and Pre-Catfish Creek Tills, and representsthe main supply aquifer in the Cities <strong>of</strong> Kitchener and <strong>Waterloo</strong> with the Greenbrook, Parkway,and William Street Well Fields all completed in this unit (Bajc and Shirota, 2007). AFF1 isinterpreted to correspond to the sand and gravel units typically found beneath Aquitard 4,directly overlying bedrock. This unit is discontinuous throughout the <strong>Region</strong>, and where presentis hydraulically connected with the upper weathered portion <strong>of</strong> the bedrock aquifer.Due to the limited information available from high reliability, deep borehole logs, interpretation <strong>of</strong>the geologic units below ATC1 is difficult (Stantec, 2009). Often, because not all these lowerunits were identifiable, distinguishing between similar aquifer units (i.e. AFC1, AFD1, and AFF1)hls v:\01609\active\161110897_strange_st\planning\report\final hydrogeo assessment\final\fnl_rpt_120319.docx 2.5

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