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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.  
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* 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 outlet catch basin 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.
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* Ditch inlet catch basin structure located at furthest downgradient end, with connection to storm sewer pipe, included as the outlet.  
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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 curb inlets and outlet catch basin 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.
 
* Impervious drainage area to pervious swale footprint area of 10:1 (tool default value).
 
* Impervious drainage area to pervious swale footprint area of 10:1 (tool default value).
 
* Designed with a trapezoidal cross section with a top width of 4.75 m, bottom width of 0.75 m, and 2.5:1 side slopes (tool default values).
 
* Designed with a trapezoidal cross section with a top width of 4.75 m, bottom width of 0.75 m, and 2.5:1 side slopes (tool default values).
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===Notes===
 
===Notes===
* Design includes [[pretreatment]] through stone diaphragms at [[Curb cuts|curb inlets]], and ditch inlet catch basin structure located at furthest downgradient end, with connection to storm sewer pipe, as the outlet.
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* Design includes [[pretreatment]] through stone diaphragms at [[Curb cuts|curb inlets]].
 
* Operation and maintenance cost estimates assume rehabilitation of the swale surface is required after 25 years of operation.
 
* Operation and maintenance cost estimates assume rehabilitation of the swale surface is required after 25 years of operation.
 
* The tool calculates costs for new (greenfield) development contexts and includes costs for contractor overhead and profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal.  
 
* The tool calculates costs for new (greenfield) development contexts and includes costs for contractor overhead and profit, material, delivery, labour, equipment (rental, operating and operator costs), hauling and disposal.  
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==Construction Costs==
 
==Construction Costs==
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[[File:Construction Breakdown EnhancedSwales Full Infil.PNG|thumb|center|950px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Full Infiltration Design, 25 mm Treatment''']]
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[[File:Construction Breakdown EnhancedSwales Full Infil 2023.PNG|thumb|center|950px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Full Infiltration Design, 25 mm Treatment''']]
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#[[Enhanced swales|Enhanced Swales: Full Infiltration]]  
 
#[[Enhanced swales|Enhanced Swales: Full Infiltration]]  
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Material & Installation expenses represent the largest portion of total construction costs (50%).
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Material & Installation expenses represent the largest portion of total construction costs (55%).
    
==Life Cycle Costs==
 
==Life Cycle Costs==
Below are capital and life cycle cost estimates for the [[Enhanced swales]] Full Infiltration configuration over 25- and 50-year time periods. The estimates of maintenance and rehabilitation (life cycle) costs represent net present values. Operation and maintenance costs are predicted to represent 45% of total life cycle costs over the 25-year evaluation period, and increase to 59% of total life cycle costs over the 50-year period, due to increased levels of litter removal, watering (establishment period - years 1 & 2 / annually and / drought watering) cleaning out and vacuuming of the catchbasin, mowing, replacement of sod, weeding and pruning of the BMP's planted [[vegetation]].
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Below are capital and life cycle cost estimates for the [[Enhanced swales]] Full Infiltration configuration over 25- and 50-year time periods. The estimates of maintenance and rehabilitation (life cycle) costs represent net present values. Operation and maintenance costs are predicted to represent 39% of total life cycle costs over the 25-year evaluation period, and increase to 54% of total life cycle costs over the 50-year period, due to swale surface rehabilitation costs assumed to be required after 25 years of operation.
    
===25-Year life cycle cost break down===
 
===25-Year life cycle cost break down===
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[[File:25yr LCCT EnhancedSwales Full Infil.PNG|thumb|center|900px|'''Enhanced Swales: Full Infiltration''']]
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[[File:25yr LCCT EnhancedSwales Full Infil 2023.PNG|thumb|center|900px|'''Enhanced Swales: Full Infiltration''']]
    
<small>'''Note:''' Click on each image to enlarge to view associated life cycle cost estimate.</small><br>
 
<small>'''Note:''' Click on each image to enlarge to view associated life cycle cost estimate.</small><br>
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</br>
    
===50-Year life cycle cost break down===
 
===50-Year life cycle cost break down===
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[[File:50yr LCCT EnhancedSwales Full Infil.PNG|thumb|center|900px|'''Enhanced Swales: Full Infiltration''']]
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[[File:50yr LCCT EnhancedSwales Full Infil 2023.PNG|thumb|center|900px|'''Enhanced Swales: Full Infiltration''']]
    
<small>'''Note:''' Click on each image to enlarge to view associated life cycle cost estimate.</small><br>
 
<small>'''Note:''' Click on each image to enlarge to view associated life cycle cost estimate.</small><br>
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</br>
    
==Cost Summary Tables==
 
==Cost Summary Tables==
Total life cycle cost estimates for the [[Enhanced swale]] Full Infiltration design configuration is ($23,451.36), makign it one of the cheapest LID BMP options.<br>
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Total life cycle cost estimate over the 50 year evaluation period for the [[Enhanced swale]] Full Infiltration design configuration is ($65,021.40), making it one of the cheapest LID BMP options.<br>
    
===Full Infiltration===
 
===Full Infiltration===
[[File:CVC Office, Grass Swale.JPG|500px|thumb|Enhanced Grass [[swale]] in CVC headquarters parking lot, Mississauga ON.]]
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[[File:CVC Office, Grass Swale.JPG|650px|thumb|Enhanced Grass [[swale]] in CVC headquarters parking lot, Mississauga ON.]]
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[[File:Design Table EnhancedSwales Full Infil.PNG|700px]]<br>
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[[File:Design Table EnhancedSwales Full Infil 2023.PNG|700px]]<br>
 
</br>
 
</br>

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