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Thompson Creek Flood Study Report - City of Peterborough

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<strong>Thompson</strong> <strong>Creek</strong> Detailed <strong>Flood</strong> Reduction <strong>Study</strong><br />

<strong>City</strong> <strong>of</strong> <strong>Peterborough</strong><br />

These have examined the constraints which the existing drainage systems place on<br />

future development and have proposed conceptual stormwater management plans to<br />

address these issues. In each case, these recommendations will address future<br />

development concerns but not necessarily existing concerns. The present study provides<br />

a watershed-wide examination <strong>of</strong> the existing and potential problems to develop an<br />

integrated plan for flood damage reduction.<br />

The study was designed to potentially address two types <strong>of</strong> flooding situations which<br />

may have occurred in the past or may occur in the future. The first <strong>of</strong> these is water<br />

course related, i.e. inadequacies in the capacity <strong>of</strong> the creek channel or culvert crossings<br />

which cause flooding to adjacent areas. The second type is more localized flooding<br />

resulting from inadequacies in the storm sewer systems or local roadways/ditches, i.e.<br />

lack <strong>of</strong> capacity for relatively frequent events. Both types <strong>of</strong> flooding were investigated<br />

during the study and appropriate solutions are recommended where appropriate.<br />

As required by the Terms <strong>of</strong> Reference (see Appendix A), the study was conducted<br />

within the framework <strong>of</strong> a Municipal Class Environmental Assessment. This was<br />

appropriate not only because it provides a basis for approvals for any specific<br />

recommended projects but also because it addresses the problem in a multi-objective,<br />

ecosystem based way. This provides opportunities to not only avoid potential<br />

environmental impacts but to develop projects which integrate environmental<br />

restoration and enhancement. Examples could include the use <strong>of</strong> “natural channel<br />

design” where channel improvements are recommended, the provision <strong>of</strong> fish passage<br />

where culvert improvements/enlargements are required and use <strong>of</strong> artificial wetlands to<br />

provide run<strong>of</strong>f storage.<br />

Marshall Macklin Monaghan Ltd was authorized by the <strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> on<br />

March 21, 2006 to complete a Detailed <strong>Flood</strong> Reduction <strong>Study</strong> for <strong>Thompson</strong> <strong>Creek</strong><br />

based upon the Terms <strong>of</strong> Reference contained in Appendix A. This document describes<br />

the investigations completed to assess flood vulnerability within the <strong>Thompson</strong> <strong>Creek</strong><br />

study area and the recommended measures required to improve the level <strong>of</strong> flood<br />

protection afforded to the citizen’s <strong>of</strong> the area. As noted, the project was based upon<br />

detailed technical studies and consultation with the public, relevant agencies and other<br />

stakeholders through the Class Environmental Assessment process.<br />

1.2 CLASS ENVIRONMENTAL ASSESSMENT PROCESS<br />

This report has been prepared within the framework <strong>of</strong> the Class Environmental<br />

Assessment according to the Municipal Engineers Association (MEA) Municipal Class<br />

Environmental Assessment (June 2000). The Class EA document has been accepted<br />

and approved under the Environmental Assessment Act. The Municipal Class EA<br />

process is generally undertaken in five phases (see Figure 1.2) as follows:<br />

14-06605-01-W01 <strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> 3

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