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Waterdown Trunk Watermain Twinning Class Environmental Assessment and Conceptual Design
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The City of Hamilton has initiated a Municipal Class Environmental Assessment (EA) to identify a water servicing strategy for the community of Waterdown, including considering an alternative of constructing a new trunk watermain to service Waterdown. The need for a new watermain from Pumping Station (PS) HD016 to Waterdown was identified in the City’s Drinking Water Quality Management System (DWQMS)(External link) Infrastructure Review to support growth and due to the criticality of the existing single trunk main that supplies water to Waterdown community, as described in the City's Water and Wasterwater Master Plan (2006).
The purpose of this Class EA study is to determine the preferred alternative and its design concept.
This study is being planned as a Schedule ‘B’ Class EA, satisfying Phases 1 and 2 of the Municipal Engineers Association (MEA) Class EA process.
Background
The community of Waterdown is serviced by the City’s lake-based municipal water system which includes supply from the Woodward Avenue Water Treatment Plant (WTP). Potable water is conveyed to Waterdown from Dundas via a 600 mm trunk watermain along York Road to the York Road and Valley Road Pumping Station (HD016). From there, the station discharges to a 600 mm trunk watermain along Valley Road and Highway 5, where it continues into the community of Waterdown.
The City’s Water and Wastewater Master Plan recommended a second watermain into Waterdown to support growth and to provide additional system security. The Master Plan identified the need to conduct a Schedule B Class Environmental Assessment (EA) to revise or confirm the solution and preliminary route, the subject of this Study.
The City of Hamilton has initiated a Municipal Class Environmental Assessment (EA) to identify a water servicing strategy for the community of Waterdown, including considering an alternative of constructing a new trunk watermain to service Waterdown. The need for a new watermain from Pumping Station (PS) HD016 to Waterdown was identified in the City’s Drinking Water Quality Management System (DWQMS)(External link) Infrastructure Review to support growth and due to the criticality of the existing single trunk main that supplies water to Waterdown community, as described in the City's Water and Wasterwater Master Plan (2006).
The purpose of this Class EA study is to determine the preferred alternative and its design concept.
This study is being planned as a Schedule ‘B’ Class EA, satisfying Phases 1 and 2 of the Municipal Engineers Association (MEA) Class EA process.
Background
The community of Waterdown is serviced by the City’s lake-based municipal water system which includes supply from the Woodward Avenue Water Treatment Plant (WTP). Potable water is conveyed to Waterdown from Dundas via a 600 mm trunk watermain along York Road to the York Road and Valley Road Pumping Station (HD016). From there, the station discharges to a 600 mm trunk watermain along Valley Road and Highway 5, where it continues into the community of Waterdown.
The City’s Water and Wastewater Master Plan recommended a second watermain into Waterdown to support growth and to provide additional system security. The Master Plan identified the need to conduct a Schedule B Class Environmental Assessment (EA) to revise or confirm the solution and preliminary route, the subject of this Study.
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We are interested in hearing any comments or concerns you may have. Comments received will be considered in selecting the preferred solution.
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Waterdown Trunk Watermain Twinning Class Environmental Assessment and Conceptual Design has finished this stage
Conducted background information review of the study area, such as archaeological assessment, natural environment assessment, cultural and built heritage assessment, and developed the problem and/or opportunity statement. (Oct 2021 to Feb 2022)
Develop & Evaluate Alternative Solutions
Waterdown Trunk Watermain Twinning Class Environmental Assessment and Conceptual Design is currently at this stage
Develop the potential project alternatives, evaluation criteria and results, and select the preferred alternative based on the multiple-bottom-line approach such as environmental, social, economic, and technical assessments. (Apr to Oct 2022)
Preparation of Final Report
this is an upcoming stage for Waterdown Trunk Watermain Twinning Class Environmental Assessment and Conceptual Design
Compile and summarize the project information including technical memorandums and consultation materials into the final Project File Report (PFR) for stakeholders to review (Feb to May 2023)
Present to Council
this is an upcoming stage for Waterdown Trunk Watermain Twinning Class Environmental Assessment and Conceptual Design
Present project alternatives to Public Works Committee and Council and to obtain approval for proceeding with a 30-day public review. (May to Jun 2023)
Notice of Completion
this is an upcoming stage for Waterdown Trunk Watermain Twinning Class Environmental Assessment and Conceptual Design
A Notice of Completion of the Project File Report (PFR) will be prepared & available for 30-day public review. After completion, the project proceeds to next steps in the City’s Design and Construction process. (Jun 2023)