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→Example 2: Wychwood Subdivision in Brampton
===Example 2: [https://sustainabletechnologies.ca/app/uploads/2020/06/Wychwood-Report.pdf Wychwood Subdivision in Brampton]===
===Example 2: [https://sustainabletechnologies.ca/app/uploads/2020/06/Wychwood-Report.pdf Wychwood Subdivision in Brampton]===
[[File:Screenshot 2025-09-24 122316.png|400px|thumb|right|Map of LID in Wychwood (STEP, 2020)<ref name=WYCHWOOD>STEP. 2020. Wychwood Subdivision, City of Brampton Low Impact Development Infrastructure Performance and Risk Assessment. https://sustainabletechnologies.ca/app/uploads/2020/06/Wychwood-Report.pdf</ref>.]]
[[File:Screenshot 2025-09-24 122316.png|400px|thumb|right|Locations of LID features in Wychwood (STEP, 2020)<ref name=WYCHWOOD>STEP. 2020. Wychwood Subdivision, City of Brampton Low Impact Development Infrastructure Performance and Risk Assessment. https://sustainabletechnologies.ca/app/uploads/2020/06/Wychwood-Report.pdf</ref>.]]
[[File:Screenshot 2025-09-24 122524.png|400px|thumb|right|Wychwood Subdivision LID practices. Clockwise from top left: lot level rain garden with curb cut, permeable driveways, inlet to long bioretention swale along rail line, and infiltration trench/swale feature controlling ROW runoff (STEP, 2020)<ref name=WYCHWOOD></ref>.]]
[[File:Screenshot 2025-09-24 122524.png|400px|thumb|right|Wychwood Subdivision LID practices. Clockwise from top left: lot level rain garden with curb cut, permeable driveways, inlet to long bioretention swale along rail line, and infiltration trench/swale feature controlling ROW runoff (STEP, 2020)<ref name=WYCHWOOD></ref>.]]
*Event greater than 30 mm showed peak flow reductions of 74%, with a total volume reduction of 59%
*Event greater than 30 mm showed peak flow reductions of 74%, with a total volume reduction of 59%
*Modelling pre and post development peak flow rates indicated that peak flow targets were met for the 2 to 50 year storms but post development peak flows were *10% greater than pre development peak flows for the 100 year storm.
*Modelling pre and post development peak flow rates indicated that peak flow targets were met for the 2 to 50 year storms but post development peak flows were *10% greater than pre development peak flows for the 100 year storm.
===Example 3: Costco Distribution Centre===
===Example 3: Costco Distribution Centre===