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{{Clickable button|[[File:TTT.png|400 px|link=http://www.sustainabletechnologies.ca/wp/low-impact-development-treatment-train-tool/]]}}
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{{Clickable button|[[File:TTT.png|350 px|link=http://www.sustainabletechnologies.ca/wp/low-impact-development-treatment-train-tool/]]}}
 
[[File:LID TTT.png|thumb|[[Infiltration trenches]] and [[Infiltration chambers|chambers]] are found within the LID toolbox]]
 
[[File:LID TTT.png|thumb|[[Infiltration trenches]] and [[Infiltration chambers|chambers]] are found within the LID toolbox]]
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{| class="wikitable"
 
{| class="wikitable"
 
|-
 
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!colspan = "2" style="background: darkcyan; color: white; align = center"|Surface
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!colspan = "2"align = center"|Surface
 
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|-
 
|width = 210px|Berm height (mm)||This is the height of the curb which constrains the overland sheet flow of water. <br> Where curb cuts or other outlet exists at the lowest point of an infiltration surface, the suggested value is 0.   
 
|width = 210px|Berm height (mm)||This is the height of the curb which constrains the overland sheet flow of water. <br> Where curb cuts or other outlet exists at the lowest point of an infiltration surface, the suggested value is 0.   
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|Surface slope (%)||If the slope &gt; 3%, consider using [[Check dams]] or weirs to prevent erosion of the surface under high flow velocities.  
 
|Surface slope (%)||If the slope &gt; 3%, consider using [[Check dams]] or weirs to prevent erosion of the surface under high flow velocities.  
 
|-
 
|-
!colspan = "2" style="background: darkcyan; color: white; align = center"|Storage
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!colspan = "2" align = center"|Storage
 
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|-
 
|Thickness (mm)||Entire trench
 
|Thickness (mm)||Entire trench
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