Thompson Creek Flood Study Report - City of Peterborough
Thompson Creek Flood Study Report - City of Peterborough
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 />
Biological Data<br />
<br />
<br />
<br />
<br />
<br />
<br />
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Fish community data for <strong>Thompson</strong> <strong>Creek</strong><br />
Fish habitat data for <strong>Thompson</strong> <strong>Creek</strong><br />
Vegetation mapping (Ecological land classification)<br />
Wildlife, bird, herpt<strong>of</strong>auna sighting data<br />
Wildlife, bird, herpt<strong>of</strong>auna habitat data<br />
ESA, ANSI mapping<br />
VTE and species at risk data<br />
Reviewing these requirements in relation to the available data, indicated the following:<br />
<br />
All required physiographic data with the exception <strong>of</strong> geomorphic data was<br />
available in suitable form from either the <strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> or ORCA. Part<br />
<strong>of</strong> the proposed work program included the completion <strong>of</strong> a Rapid Geomorphic<br />
Assessment for the <strong>Thompson</strong> <strong>Creek</strong> to fill this potential data gap. Topographic<br />
mapping was provided in the form <strong>of</strong> an AutoCad file with a contour interval <strong>of</strong><br />
0.5m. This was sufficiently accurate for mapping <strong>of</strong> flood lines and is<br />
consistent with the requirements <strong>of</strong> Ontario’s Technical Guidelines for <strong>Flood</strong><br />
Plain Mapping. Sewer infrastructure data was provided as ARCVIEW .shp<br />
files with an associated database. There was some uncertainty regarding the<br />
accuracy <strong>of</strong> some components <strong>of</strong> the this database. Hence field surveys were<br />
completed to verify or modify those elements. Approximately 50% <strong>of</strong> sewer<br />
manholes were surveyed to obtain the ground elevation and pipe inverts. They<br />
were then compared to the information in the database. If necessary, the<br />
database was modified. In some cases, invert/ground surface elevations were<br />
not available and were obtained directly from the field surveys. The data was<br />
used to construct computer models <strong>of</strong> the storm sewer system. Using the<br />
combination <strong>of</strong> the sewer database and surveyed data, the models were<br />
sufficiently accurate for the purposes <strong>of</strong> the present study.<br />
<br />
Hydrometeorological data is generally available but the following data gaps<br />
were identified:<br />
• There is no flow data on <strong>Thompson</strong> <strong>Creek</strong> or on any <strong>of</strong> the local drainage<br />
storm sewers. This would have limited the ability to verify that the<br />
hydrologic models <strong>of</strong> the watershed were representative <strong>of</strong> its<br />
characteristics. Hence a short term flow monitoring program was<br />
initiated to address this data gap.<br />
14-06605-01-W01 <strong>City</strong> <strong>of</strong> <strong>Peterborough</strong> 14