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|If the slope > 3% a series of [[Check dams]] or weirs should be included in the design.  
 
|If the slope > 3% a series of [[Check dams]] or weirs should be included in the design.  
 
|-
 
|-
!colspan = "2" style="background: darkcyan; color: white; align = center"|'''Soil (bioretention filter media)'''
+
!colspan = "2" align = center"|'''Soil (bioretention filter media)'''
 
|-
 
|-
 
|Thickness (mm)
 
|Thickness (mm)
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|Suggested range 50 - 60 <ref name = SWMM/>
 
|Suggested range 50 - 60 <ref name = SWMM/>
 
|-
 
|-
!colspan = "2" style="background: darkcyan; color: white; align = center"|'''Storage'''
+
!colspan = "2" align = center"|'''Storage'''
 
|-
 
|-
 
|Thickness (mm)
 
|Thickness (mm)
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|-
 
|-
 
|Design drawdown time (hrs)
 
|Design drawdown time (hrs)
|Recommend 48 hours?
+
|Also known as [['drainage time']]
 
|-
 
|-
!colspan = "2" style="background: darkcyan; color: white; align = center"|'''Drain (underdrain)'''
+
!colspan = "2" align = center"|'''Drain (underdrain)'''
 
|-
 
|-
 
|Flow coefficient
 
|Flow coefficient
8,255

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