Changes

Jump to navigation Jump to search
Line 65: Line 65:  
|-
 
|-
 
|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
  

Navigation menu