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|  | *Step 1: Determine what the planting needs are and assign appropriate depth of media, using the table above.   |  | *Step 1: Determine what the planting needs are and assign appropriate depth of media, using the table above.   | 
|  | *Step 2: Select an underdrain pipe diameter (typically 100 - 200 mm), assign this as an 'embedding' depth. *Note that this component does not apply if a downstream riser is being used to control an extended saturation zone.    |  | *Step 2: Select an underdrain pipe diameter (typically 100 - 200 mm), assign this as an 'embedding' depth. *Note that this component does not apply if a downstream riser is being used to control an extended saturation zone.    | 
| − | *Step 3: Calculate the maximum possible storagereservoir depth beneath the pipe (''d<sub>s, max</sub>'', mm): | + | *Step 3: Calculate the maximum permissible water storage depth beneath the pipe (''d<sub>s, max</sub>'', mm): | 
|  | <math>d_{s, max}=f'\times t</math> |  | <math>d_{s, max}=f'\times t</math> | 
|  | {{Plainlist|1=Where: |  | {{Plainlist|1=Where: | 
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|  | {{Plainlist|1=Where: |  | {{Plainlist|1=Where: | 
|  | *''f''' = Design infiltration rate (mm/hr), and |  | *''f''' = Design infiltration rate (mm/hr), and | 
| − | *48 = Maximum allowable drainage time for ponded water (hrs) | + | *48 = Maximum permissible drainage time for ponded water (hrs) | 
|  | *Note that in designs without underdrains, conceptually the drainage of ponded water is limited by exfiltration at the base of the practice.}} |  | *Note that in designs without underdrains, conceptually the drainage of ponded water is limited by exfiltration at the base of the practice.}} | 
|  | * Step 5: Sum total depth of bioretention, and compare to available depth above the seasonally high water table and/or bedrock elevation. Adjust if necessary. |  | * Step 5: Sum total depth of bioretention, and compare to available depth above the seasonally high water table and/or bedrock elevation. Adjust if necessary. |