HYDROGEOLOGICAL ASSESSMENTSTRANGE STREET WATER SUPPLY CLASS EA UPDATEREGIONAL MUNICIPALITY OF WATERLOOReferencesMarch 19, 2012Lotowater Technical Services Inc. (Lotowater). 2011a. Well K10A 2010 Well Rehabilitation.Prepared for the <strong>Region</strong>al Municipality <strong>of</strong> <strong>Waterloo</strong>. February 18, 2011.Lotowater Technical Services Inc. (Lotowater). 2011b. K15 Pump Removal and WellAssessment. Letter Prepared for Stantec Consulting Ltd. March 2, 2011.Neuman, S.P. and P.A. Witherspoon, 1969. Theory <strong>of</strong> flow in a confined two aquifer system.Water Resources Research. Vol. 5, No. 4, pp. 803-816.Ontario Geological Survey (OGS). 2003. Surficial Geology Mapping.Ontario Geological Survey (OGS), 1991. Bedrock Geology <strong>of</strong> Ontario, Southern Sheet; OntarioGeological Survey Map 2544, scale 1:1,000,000.Paloschi, G.V.R., 1993. Subsurface Stratigraphy <strong>of</strong> the <strong>Waterloo</strong> Moraine. M.Sc. Project,University <strong>of</strong> <strong>Waterloo</strong>, <strong>Waterloo</strong>, Ontario.<strong>Region</strong>al Municipality <strong>of</strong> <strong>Waterloo</strong> (<strong>Region</strong>), 2008. Standard Operating Procedures – WaterResources Protection, Core Storage. April 27, 2008, revised September 23, 2008.Stantec Consulting Ltd. (Stantec), 2000. Kitchener West Side Water Project: BackgroundHydrogeology Assessment; Final Report. Prepared for the <strong>Region</strong>al Municipality <strong>of</strong><strong>Waterloo</strong>. May 2000.Stantec Consulting Ltd. (Stantec). 2005. Production Well K19 Well Construction and Testing.Prepared for the <strong>Region</strong>al Municipality <strong>of</strong> <strong>Waterloo</strong>. July 2005.Stantec Consulting Ltd. (Stantec), 2009. Tier 3 Water Budget and Water Quantity RiskAssessment, Strange Street Well Field Characterization Study. Prepared for the<strong>Region</strong>al Municipality <strong>of</strong> <strong>Waterloo</strong>. June 2009.Stantec Consulting Ltd. (Stantec), 2010a. Strange Street Well Field – Well Summary andAction Items. Memorandum to the <strong>Region</strong>al Municipality <strong>of</strong> <strong>Waterloo</strong>, May 6, 2010.Stantec Consulting Ltd. (Stantec), 2010b. Standard Operating Procedure for DischargingDrilling Fluids to Municipal Sewers. Memorandum to the <strong>Region</strong>al Municipality <strong>of</strong><strong>Waterloo</strong>, December 23, 2010.Stantec Consulting Ltd. (Stantec), 2011. Strange Street Well Field Pumping Test <strong>of</strong> GzowskiPark Test Well – Evaluation <strong>of</strong> the Potential Adverse Effects to Human and EcologicalReceptors from the Release <strong>of</strong> Water Used in a Pumping Test for K-SS-TW1-11 – FinalReport. Prepared for the <strong>Region</strong>al Municipality <strong>of</strong> <strong>Waterloo</strong>. March 29, 2011.7.2 hls v:\01609\active\161110897_strange_st\planning\report\final hydrogeo assessment\final\fnl_rpt_120319.docx
HYDROGEOLOGICAL ASSESSMENTSTRANGE STREET WATER SUPPLY CLASS EA UPDATEREGIONAL MUNICIPALITY OF WATERLOOReferencesMarch 19, 2012Terraqua Investigations Ltd. 1995. The Study <strong>of</strong> the Hydrogeology <strong>of</strong> the <strong>Waterloo</strong> Moraine:Final Report. Prepared for the <strong>Region</strong>al Municipality <strong>of</strong> <strong>Waterloo</strong>. December, 1995.Theis, C.V., 1935. The relation between the lowering <strong>of</strong> the piezometric surface and the rateand duration <strong>of</strong> discharge <strong>of</strong> a well using groundwater storage. Am. Geophys. UnionTrans., Vol. 16 pp 519-524.hls v:\01609\active\161110897_strange_st\planning\report\final hydrogeo assessment\final\fnl_rpt_120319.docx 7.3
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