Line 50: |
Line 50: |
| !style="background: darkcyan; color: white"|Sump depth* | | !style="background: darkcyan; color: white"|Sump depth* |
| |- | | |- |
| |Infiltration trench||Two growing seasons||Silty clay||10:1||<10 cm; flow rate control||80% | | |Infiltration trench<ref>Van Seters, T. and Young, D., 2015, Performance Comparison of Surface and Underground Stormwater Infiltration Practices, TRCA, Toronto, Ontario</ref>||Two growing seasons||Silty clay||10:1||<10 cm; flow rate control||80% |
| |- | | |- |
| |Bioretention||Two growing seasons||Silty clay||10:1||<10 cm; flow rate control||90% | | |Bioretention<ref>Van Seters, T. and Young, D., 2015, Performance Comparison of Surface and Underground Stormwater Infiltration Practices, TRCA, Toronto, Ontario</ref>||Two growing seasons||Silty clay||10:1||<10 cm; flow rate control||90% |
| |- | | |- |
| |Permeable Pavement||Five growing seasons||Silty clay||1:1||<10 cm; flow rate control||45% | | |Permeable Pavement<ref>Van Seters, T. and Drake, J. Five year evaluation of Permeable Pavements, TRCA, Toronto, Ontario</ref>||Five growing seasons||Silty clay||1:1||<10 cm; flow rate control||45% |
| |- | | |- |
| |Bioretention||One growing season||Silty clay||10:1||<10 cm; flow rate control||83% | | |Bioretention||One growing season||Silty clay||10:1||<10 cm; flow rate control||83% |
Line 78: |
Line 78: |
| |Permeable pavement||Four years||Silty clay fill over clay till||1:1||?||? | | |Permeable pavement||Four years||Silty clay fill over clay till||1:1||?||? |
| |} | | |} |
| |*Represents depth of sump below underdrain or outflow pipe. In some cases, a flow control device was installed to slow outflow rates and enhance infiltration
| | <nowiki>*</nowiki>Represents depth of sump below underdrain or outflow pipe. In some cases, a flow control device was installed to slow outflow rates and enhance infiltration |
| 2. Also known as the Etobicoke Exfiltration system | | 2. Also known as the Etobicoke Exfiltration system |
|
| |
|
| | | ==References== |
| References: | | <references/> |
| | |
| | |
| Young, D., Van Seters, T., Graham, C. 2013 Evaluation of Underground Stormwater Infiltration Systems, TRCA, Toronto, Ontario
| |
| Van Seters, T. and Young, D., 2015, Performance Comparison of Surface and Underground Stormwater Infiltration Practices, TRCA, Toronto, Ontario
| |
| Van Seters T and Graham C, 2014, Performance Evaluation of a Bioretention System, TRCA, Toronto, Ontario
| |
| SNAP studies of residential rain gardens (need to find reference)
| |
| Van Seters, T. and Drake, J. Five year evaluation of Permeable Pavements, TRCA, Toronto, Ontario
| |
| STEP, Performance evaluation of Permeable Pavements – tech brief
| |
| Calstone report – need to find reference
| |
| Young D, Van Seters T, Graham, C, 2013, Evaluation of Residential Lot Level Stormwater Practices – tech brief
| |
| SWAMP, 2005. Performance Assessment of a Perforated Pipe Stormwater Exfiltration system, Toronto, Ontario, TRCA, Toronto, Ontario
| |
| SWAMP, 2002, Performance Assessment of a Swale Perforated Pipe Stormwater Infiltration System, TRCA, Toronto Ontario
| |
| + CVC stydies
| |