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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 />

<strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> <strong>Flood</strong> Reduction Master Plan (2005)<br />

This study was prepared by UMA for the <strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> to develop an overall<br />

work program to reduce flooding in the <strong>City</strong> in the aftermath <strong>of</strong> the July 2004 storm.<br />

This report will be discussed in greater detail in Section 4.2.1 <strong>of</strong> this document.<br />

<strong>Thompson</strong> <strong>Creek</strong> Management Plan (2004)<br />

Otonabee Region Conservation Authority prepared this plan in December 2004 in<br />

partnership with the <strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> to assist Public Works staff with the<br />

maintenance <strong>of</strong> urban watercourses without compromising their form, function or<br />

natural features.<br />

Detailed inventories <strong>of</strong> structures and areas <strong>of</strong> concern are included in the plan with<br />

recommendations for annual, immediate, short term and long-term maintenance.<br />

Restoration, recreation and land acquisition opportunities along with the information<br />

related to policies and regulations are also included in the plan to assist the <strong>City</strong> staff in<br />

their implementation <strong>of</strong> a successful creek management strategy.<br />

<strong>Thompson</strong> <strong>Creek</strong> Central Stormwater Management Facility Class EA,<br />

Environmental <strong>Study</strong> <strong>Report</strong> (2003)<br />

This report was prepared for the <strong>City</strong> and ORCA to identify the preferred means <strong>of</strong><br />

providing stormwater management for the future development <strong>of</strong> the Auburn North<br />

Secondary Plan area. This area which lies north <strong>of</strong> <strong>Thompson</strong> <strong>Creek</strong> along Armour<br />

Road is slated for development as single and multi-family residential areas and local<br />

commercial areas. A part <strong>of</strong> it lies within the boundary <strong>of</strong> the <strong>Thompson</strong> <strong>Creek</strong><br />

watershed but that area currently drains to a gravel pit and contributes no flow directly<br />

to <strong>Thompson</strong> <strong>Creek</strong>. In order to facilitate development, the area would have to be filled<br />

and could potentially contribute post-development flows to the creek. Since this could<br />

be potentially detrimental to the creek, the study identified a preferred stormwater<br />

management facility location adjacent to the Otonabee River which would prevent<br />

additional flow entering <strong>Thompson</strong> <strong>Creek</strong>. By directing both the majorand minor<br />

system flow to that location, the “effective” drainage area <strong>of</strong> <strong>Thompson</strong> <strong>Creek</strong> will<br />

remain as at present. This is the basis used for modeling future land use conditions<br />

north <strong>of</strong> <strong>Thompson</strong> <strong>Creek</strong> in the present study.<br />

<strong>Thompson</strong> <strong>Creek</strong> Master Drainage <strong>Study</strong> (1992)<br />

Totten Sims Hubicki Associates carried out this study in April 1992 for Otonabee<br />

Region Conservation Authority. The purpose the study was to recommend methods for<br />

14-06605-01-W01 <strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> 12

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