| Line 65: | Line 65: | 
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|  | |Infiltration trench||Two years||Clayey silt||155:1||2 m||16% |  | |Infiltration trench||Two years||Clayey silt||155:1||2 m||16% | 
|  | + | |- | 
|  | + | |Infiltration trench||Two years||Clay to clay silt till over silty sand till||Approx: 7:1||0.65 m||>90% | 
|  | + | |- | 
|  | + | |Infiltration trench||Two years||Silty sand with clayey silt deposits||Approx: 4:1||1 m||89% | 
|  | + | |- | 
|  | + | |Permeable pavement + bioretention||Four years||Clayey silt on silt till||Approx: 6:1||?||80% | 
|  | + | |- | 
|  | + | |Bioretention||Four years||Silty clay||Approx.: 10:1||?||92% | 
|  | + | |- | 
|  | + | |Bioretention||Four years||Silty clay fill over clay till||30:1||?||72% | 
|  | + | |- | 
|  | + | |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 | 
| − | SWAMP, 2005	Infiltration trench	Two years	Clay to clay silt till over silty sand till	Appox: 7:1	0.65 m	>90%
 |  | 
| − | SWAMP, 2002	Infiltration trench	Two years	Silty sand with clayey silt deposits	Approx: 4:1	1 m	89%
 |  | 
| − | CVC, 2016	Permeable pavement + bioretention	Four years	Clayey silt on silt till	Approx: 6:1	?	80%
 |  | 
| − | CVC, 2016	bioretention	Four years	Silty clay	Approx.: 10:1	?	92%
 |  | 
| − | CVC, 2016	bioretention	Four years	Silty clay fill over clay till	30:1	?	72%
 |  | 
| − | CVC, 2016	Permeable pavement	Four years	Silty clay fill over clay till	1:1	?	?
 |  | 
| − | 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
 |  | 
|  | 2.	Also known as the Etobicoke Exfiltration system |  | 2.	Also known as the Etobicoke Exfiltration system | 
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