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Design and operation and maintenance program assumptions used to generate cost estimates are based on tool default values and the following STEP recommendations:
 
Design and operation and maintenance program assumptions used to generate cost estimates are based on tool default values and the following STEP recommendations:
 
* Native soil infiltration rate for Full Infiltration Design scenario was assumed to be 20 mm/h, and a safety factor of 2.5 was applied to calculate the design infiltration rate.  
 
* Native soil infiltration rate for Full Infiltration Design scenario was assumed to be 20 mm/h, and a safety factor of 2.5 was applied to calculate the design infiltration rate.  
* Operation and maintenance (O&M) cost estimates assume annual inspections, removal of trash and debris twice a year, removal of sediment from pretreatment structures annually, and removal of weeds twice a year (where applicable). Verification inspections are included every 5 years to confirm adequate maintenance, and every 15 years to confirm adequate drainage performance through in-situ surface infiltration rate testing (where applicable)
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* Operation and maintenance (O&M) cost estimates assume annual inspections, removal of trash and debris twice a year, removal of sediment from pretreatment structures annually, and removal of weeds twice a year. Verification inspections are included every 5 years to confirm adequate maintenance, and every 15 years to confirm adequate drainage performance through in-situ surface infiltration rate testing (where applicable)
 
* Designed with a trapezoidal or triangular cross section.
 
* Designed with a trapezoidal or triangular cross section.
 
* Length between culverts should be 5 meters or greater.
 
* Length between culverts should be 5 meters or greater.

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