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| * Native soil infiltration rates for Full, and Partial Infiltration Design scenarios were assumed to be 20 mm/h and 10 mm/h respectively, and a safety factor of 2.5 was applied to calculate the design infiltration rate. | | * Native soil infiltration rates for Full, and Partial Infiltration Design scenarios were assumed to be 20 mm/h and 10 mm/h respectively, 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. Verification inspections are included every 5 years to confirm adequate maintenance, and every 15 years to confirm adequate drainage performance through in-situ trench water level monitoring during natural storm events. | | * 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. Verification inspections are included every 5 years to confirm adequate maintenance, and every 15 years to confirm adequate drainage performance through in-situ trench water level monitoring during natural storm events. |
− | * Designed with an impervious drainage area to treatment facility area ratio of between 5:1 and a maximum of 20:1. | + | * Trench width of 2.0 metres. |
− | * Length to width ratio of infiltration trench area recommended from facilities receiving road or parking lot runoff is 10:1.
| + | * Maximum impervious drainage area to permeable surface area (I:P area) ratio of 20:1. |
− | * Hydrodynamic (oil and grit) separator included upstream of trench to provide pretreatment.
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| ===Notes=== | | ===Notes=== |
− | * Designs include [[pretreatment]] through hydrodynamic separator ([[Oil and Grit Separator]]). | + | * Designs include [[pretreatment]] through two (2) hydrodynamic separators ([[Oil and Grit Separator]]) located upstream of trench inlets, and two (2) 150 mm diameter monitoring wells per trench. |
| * 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. |
| ** Land value and equipment mobilization and demobilization costs are not included, assuming BMP construction is part of overall development site construction. | | ** Land value and equipment mobilization and demobilization costs are not included, assuming BMP construction is part of overall development site construction. |