− | [[File:LCCT Tool 2021.PNG|thumb|500px|link=https://torontoregion-my.sharepoint.com/:u:/g/personal/christy_graham_trca_ca/ETIhvX1R2kJHsLXI6M-xSYMBHycxqvrwicCy1RTBr_aSNA?e=mVJDKN|Version 3.0 of the LID Life Cycle Costing Tool that was updated in December of 2021. (TRCA, 2019)<ref> TRCA. 2019. Low Impact Development Life Cycle Costing Tool. Accessed 22 November 2022. https://sustainabletechnologies.ca/lid-lcct/</ref>)]] | + | [[File:LCCT Tool 2021.PNG|thumb|500px|link=https://sustainabletechnologies.ca/lid-lcct/|Version 3.0 of the LID Life Cycle Costing Tool that was updated in December of 2021. (TRCA, 2019)<ref> TRCA. 2019. Low Impact Development Life Cycle Costing Tool. Accessed 22 November 2022. https://sustainabletechnologies.ca/lid-lcct/</ref>)]] |
− | <small>'''Note''': All practice cost estimates are based on a Contributing Drainage Area (CDA) of 2,000 m<sup>2</sup>, runoff control target of 25 mm depth (retention or treatment), and a drainage period of 72 hours. For infiltration practices, native soil infiltration rates for Full, Partial and No Infiltration Design scenarios were assumed to be 20 mm/h, 10 mm/h and 2 mm/h, respectively, and a safety factor of 2.5 was applied to calculate the design infiltration rate. Construction cost estimates assume the practice is built as part of an overall greenfield site construction project so do not include land value, equipment mobilization/demobilization costs, nor additional costs associated with retrofit/redevelopment scenarios. 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).</small> | + | <small>'''Note''': All practice cost estimates are based on a Contributing Drainage Area (CDA) of 2,000 m<sup>2</sup>, runoff control target of 25 mm depth (retention or treatment), and a drainage period of 72 hours. For infiltration practices, native soil infiltration rates for Full, Partial and No Infiltration Design scenarios were assumed to be 20 mm/h, 10 mm/h and 2 mm/h, respectively, and a safety factor of 2.5 was applied to calculate the design infiltration rate. Construction cost estimates assume the practice is built as part of an overall greenfield site construction project so do not include land value, equipment mobilization/demobilization costs, nor additional costs associated with retrofit/redevelopment scenarios. 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 (bioretention, enhanced swales, permeable pavers and porous asphalt) or natural storm event testing (infiltration chambers and trenches).</small> |
| [[File:C.C 25mm Retention Partial Infiltration.png|thumb|left|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Partial Infiltration Design, 25 mm Retention''']] | | [[File:C.C 25mm Retention Partial Infiltration.png|thumb|left|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Partial Infiltration Design, 25 mm Retention''']] |
− | [[File:C.C 25mm Retention No Infiltration.png|thumb|center|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - No Infiltration Design, 25 mm Treatment''']]</br> | + | [[File:C.C 25mm Retention No Infiltration update.png|thumb|center|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - No Infiltration Design, 25 mm Treatment''']]</br> |