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If the median field infiltration rate of the underlying native soil is less than 15 mm/h, include an underdrain.
 
If the median field infiltration rate of the underlying native soil is less than 15 mm/h, include an underdrain.
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==Select a surface ponding depth to begin sizing with==
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==Select a surface ponding depth to begin sizing with:==
 
* Step 2: Determine a maximum surface ponding depth (''d<sub>p, max</sub>'')
 
* Step 2: Determine a maximum surface ponding depth (''d<sub>p, max</sub>'')
 
For practices without underdrains:<br>
 
For practices without underdrains:<br>
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*48 = Maximum permissible drainage time for ponded water (h)
 
*48 = Maximum permissible drainage time for ponded water (h)
 
*Note that in designs without underdrains, conceptually the drainage of ponded water is limited by infiltration through the base of the practice.}}<br>
 
*Note that in designs without underdrains, conceptually the drainage of ponded water is limited by infiltration through the base of the practice.}}<br>
For practices with underdrains elevated off the bottom of the storage reservoir profile:
+
 
d<sub>p, max</sub>= depth of storage reservoir below invert of the underdrain perforated pipe.<br>
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For practices with underdrain perforated pipe elevated off the bottom of the storage reservoir:
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d<sub>p, max</sub>= depth of storage reservoir below the invert of the underdrain perforated pipe.<br>
 
For practices with underdrain on base of the storage reservoir and connected to a riser (e.g., standpipe and 90 degree coupling):
 
For practices with underdrain on base of the storage reservoir and connected to a riser (e.g., standpipe and 90 degree coupling):
 
d<sub>p, max</sub>= Difference between elevation of reservoir bottom and invert of the riser (i.e 90 degree coupling).<br>  
 
d<sub>p, max</sub>= Difference between elevation of reservoir bottom and invert of the riser (i.e 90 degree coupling).<br>  

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