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Background Report - Town of Georgina

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Sutton Secondary Plan Review Study May 2008<br />

Existing Environmental Conditions and Opportunities/Constraints Analysis<br />

Project No. TA4468<br />

The above constraint criteria have been combined to form a proposed approximate development limit, as<br />

shown on Figure 4 (Natural Heritage System). Mapping <strong>of</strong> certain development setback criteria such as<br />

floodline (plus 15 m setback), the 100-year meander belt width (plus 15 m setback) and stable top <strong>of</strong> bank<br />

(plus 15 m setback) were not part <strong>of</strong> the mandate <strong>of</strong> this study. Depending on the results <strong>of</strong> a floodplain<br />

analysis, fluvial geomorphological assessment <strong>of</strong> the 100-year meander belt width and a geotechnical<br />

assessment <strong>of</strong> the stable top <strong>of</strong> bank (where applicable), additional setbacks may be required along the<br />

Black River corridor and other watercourses. The refinement <strong>of</strong> the final limits <strong>of</strong> development should be<br />

established through an Environmental Impact Study (EIS), at the draft plan <strong>of</strong> subdivision stage.<br />

A proposed Natural Heritage System for the Sutton Secondary Plan Review Study is presented in<br />

Figure 4.<br />

In order to address the protection, enhancement and restoration <strong>of</strong> the Black River (Subcatchments 15 and<br />

16), the following best management practices should be incorporated into future developments within the<br />

Sutton Secondary Plan area:<br />

• Enhanced (former Level 1) quality treatment for stormwater run<strong>of</strong>f;<br />

• Attenuation <strong>of</strong> post-development stormwater run<strong>of</strong>f to pre-development levels for design<br />

storms up to and including the 100 year storm event;<br />

• 24 hr. detention <strong>of</strong> run<strong>of</strong>f from 25 mm storm event;<br />

• Maintenance <strong>of</strong> the pre-development pattern and volume <strong>of</strong> groundwater recharge/discharge<br />

(water balance) to maintain wetland hydrology, stream baseflow and stream thermal regime;<br />

• Removal <strong>of</strong> barriers to fish migration;<br />

• Rehabilitation <strong>of</strong> disturbed stream banks with native plantings (wetland, bottomland) and<br />

other bio-engineering measures to provide shading and habitat creation;<br />

• Storm pond outlets should be located (where feasible) in areas <strong>of</strong> existing disturbance where<br />

rehabilitation is recommended;<br />

• Cooling measures should be incorporated in storm pond outlet design (e.g. buried stone<br />

gallery) to <strong>of</strong>fset thermal loading within the ponds and mimic groundwater seepage zones;<br />

• Promote environmental stewardship/education. Encourage wise use or avoidance <strong>of</strong><br />

commercial lawn chemicals for landscaped areas. Limit use <strong>of</strong> road salt/sand in winter;<br />

• Naturalize buffer/setbacks to environmental protection areas with native species indicative <strong>of</strong><br />

the watershed and local setting. Stabilize erosion prone stream banks with thicket forming<br />

shrubs;<br />

• Remove invasive plant species from forest edges and wetlands; and,<br />

LGL Limited environmental research associates Page 16

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