15.11.2014 Views

Thompson Creek Flood Study Report - City of Peterborough

Thompson Creek Flood Study Report - City of Peterborough

Thompson Creek Flood Study Report - City of Peterborough

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

<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 />

<br />

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

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!