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http://hdl.handle.net/11375/20639
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DC Field | Value | Language |
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dc.contributor.advisor | Smith, James | - |
dc.contributor.advisor | Parker, Beth | - |
dc.contributor.author | Duggan, Sydney | - |
dc.date.accessioned | 2016-10-05T19:33:05Z | - |
dc.date.available | 2016-10-05T19:33:05Z | - |
dc.date.issued | 2016-11-18 | - |
dc.identifier.uri | http://hdl.handle.net/11375/20639 | - |
dc.description.abstract | Aquifers associated with the Oak Ridges Moraine (ORM) supply drinking water to more than 200,000 people. These aquifers are often overlain by relatively lower permeability till deposits (aquitards) often considered to provide protection to underlying aquifers. A transformer station is under construction by Hydro One (H1) on 11 hectares of H1 owned land on the ORM in the Municipality of Clarington, Ontario. The surficial geology is mapped as till. It is important to consider potential groundwater impacts of this transformer project. As part of the environmental assessment conducted by H1, groundwater information was collected from the property and from nearby homeowner wells. This thesis concerns the geology and groundwater conditions beneath the property utilizing both existing information and also study of a drill hole, commissioned by H1, continuously cored into bedrock at 127.76 m depth. There is a paucity of deep hydrogeological information over the eastern half of the ORM. This thesis reports on the hydrogeology of the local area, which is in a hydrologic setting common throughout much of the ORM, thereby providing valuable information to inform the regional context. The cored hole showed the presence of two deep regional sand aquifers, known as the Thorncliffe and Scarborough aquifers, overlying bedrock. The surficial till unit is interpreted to be over 75 m thick and includes a near-surface sand layer and two deeper, thin sandy layers within this very dense till. This study, conducted as a collaboration between the Universities of Guelph and McMaster, represents the first phase of a continuing study of the hydrogeology of the H1 property and adjacent area. The next phase includes installation of a depth-discrete, multilevel monitoring system (MLS) for water level measurement and groundwater sampling at 16 different depths. This thesis includes a design for this MLS to be installed beside the deep hole. | en_US |
dc.language.iso | en | en_US |
dc.subject | Hydrogeology | en_US |
dc.subject | Newmarket Till | en_US |
dc.subject | Oak Ridges Moraine | en_US |
dc.subject | Groundwater | en_US |
dc.subject | Quaternary Sediments | en_US |
dc.title | Hydrogeological Assessment at The Clarington Transformer Station Using a Conventional Well Cluster with Recommendations to Establish an Advanced Groundwater Monitoring Station | en_US |
dc.type | Thesis | en_US |
dc.contributor.department | Earth and Environmental Sciences | en_US |
dc.description.degreetype | Thesis | en_US |
dc.description.degree | Master of Science (MSc) | en_US |
dc.description.layabstract | This thesis concerns the geology and groundwater conditions at the Hydro One transformer station under construction in the Municipality of Clarington, located near the southwestern periphery of the Oak Ridges Moraine (ORM). The ORM, throughout its full extent north of Lake Ontario, has aquifers supplying drinking water to more than 200,000 people, some near the transformer station. The thesis, which is the first phase of a longer term study, uses information obtained from a borehole that provided continuous core samples from near ground surface down through deposits formed by Pleistocene glaciers and into the shale bedrock at 127 m depth. This borehole and four monitoring wells installed by Hydro One nearby, provide the first deep groundwater information of its type available from this part of the ORM and indicate the presence of two deep regional sand aquifers and suggest the occurrence of two thin intermediate depth sand aquifers. | en_US |
Appears in Collections: | Open Access Dissertations and Theses |
Files in This Item:
File | Description | Size | Format | |
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Duggan_Sydney_J_201609_MSc.pdf | 55.26 MB | Adobe PDF | View/Open |
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