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→Example 5: 3775-4005 Dundas St West (includes 2-6 Humber Hill Ave), Toronto
#Quality target achieved as majority of site is ‘clean’ roof water or directed to pervious area. Underground storage tank provided to satisfy municipal release rates to receiving storm sewer system.
#Quality target achieved as majority of site is ‘clean’ roof water or directed to pervious area. Underground storage tank provided to satisfy municipal release rates to receiving storm sewer system.
#Final design required both LIDs to reduce the overall runoff volumes, but also sub-surface storage chambers to provide quantity control to meet municipal requirements.
#Final design required both LIDs to reduce the overall runoff volumes, but also sub-surface storage chambers to provide quantity control to meet municipal requirements.
#Due to underground parking limited opportunities for infiltration LIDs but used [[green roof]] to promote [[evapotranspiration]], and [[cistern]] to reduce runoff volumes.
#Due to underground parking limited opportunities for infiltration LIDs but used [[green roof]] to promote [[evapotranspiration]], and [[Rainwater Harvesting & Cisterns: Life Cycle Costs|cistern]] to reduce runoff volumes.
==Data Analysis/Modelling==
==Data Analysis/Modelling==