Difference between revisions of "LID Case Studies"
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This report by CVC provides a thorough overview of the monitoring work done at the Imax corporate Headquarters, located in Mississauga, ON. The parking lot was expanded and retrofitted with a combination of traditional asphalt and permeable pavement. The asphalt runoff drains to one of three vegetated bioretention units on site. The The parking lot runoff is collected, absorbed and filtered by these LID practices before entering a wetland adjacent to the parking lot. Read more about these features performance over this multi-year study by clicking the button above. | This report by CVC provides a thorough overview of the monitoring work done at the Imax corporate Headquarters, located in Mississauga, ON. The parking lot was expanded and retrofitted with a combination of traditional asphalt and permeable pavement. The asphalt runoff drains to one of three vegetated bioretention units on site. The The parking lot runoff is collected, absorbed and filtered by these LID practices before entering a wetland adjacent to the parking lot. Read more about these features performance over this multi-year study by clicking the button above. | ||
+ | {{Clickable button|[[File:IMAX location.PNG|150 px|link=https://cvc.ca/wp-content/uploads/2018/01/IMAX-Low-Impact-Development-Monitoring-Case-Study_may-14-final-web.pdf]]}} | ||
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+ | This report by CVC provides a thorough overview of the monitoring work done at the Imax corporate Headquarters, located in Mississauga, ON. The parking lot was expanded and retrofitted with a combination of traditional asphalt and permeable pavement. The asphalt runoff drains to one of three vegetated bioretention units on site. The The parking lot runoff is collected, absorbed and filtered by these LID practices before entering a wetland adjacent to the parking lot. Read more about these features performance over this multi-year study by clicking the button above. | ||
Read more about *[[Bioretention here]]. | Read more about *[[Bioretention here]]. | ||
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Read more about [[Stormwater Tree Trenches]] here. | Read more about [[Stormwater Tree Trenches]] here. | ||
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+ | ==Wetlands== | ||
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+ | {{Clickable button|[[File:Wetland water balance.PNG|110 px|link=https://sustainabletechnologies.ca/app/uploads/2021/10/TRCA-Wetland-Modelling-Guidance-Document-August_2020-Final_.pdf]]}} | ||
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+ | The purpose of this document authored by TRCA and CVC is to inform the need for, and the design of, mitigation measures to ensure a minimal difference between the post-development and pre-development water balance of a wetland. This Modelling Document provides an overview of wetland hydrology modelling, the strengths and weaknesses of various hydrological models, and the information that needs to be included in a wetland feature-based water analysis report. Read more about the importance of choosing the correct hydrological model and inclusion of the pertinent information required for a proper water analysis report by clicking the button above. | ||
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+ | {{Clickable button|[[File:Wetland.PNG|110 px|link=https://sustainabletechnologies.ca/app/uploads/2021/10/Wetland-Water-Balance-Modeling-Case-Studies-Appendix.pdf]]}} | ||
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+ | The following document from TRCA helps user better determine the appropriate model to simulate wetland hydrology, wetland storage dynamics, and the representation of stormwater management and low impact development (LID) facilities, etc. This document is an appendix to the previously mentioned, [[link= https://sustainabletechnologies.ca/app/uploads/2021/10/TRCA-Wetland-Modelling-Guidance-Document-August_2020-Final_.pdf|Wetland Water Balance Modelling Guidance Document]] and is intended to be a resource for modelers to help them make more informed decisions in modelling wetland water balance scenarios. Read more about this valuable resource for modelers to consult for applications requiring a wetland water balance. | ||
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+ | Read more about [[Wetlands]] here. |
Revision as of 15:11, 18 March 2022
Overview[edit]
This page is a repository of recent case studies that the Sustainable Technologies Evaluation Program (STEP) have conducted over the past two decades or so. Keep your eye on this page as new projects wrap up and technical briefs or reports are developed they will be added to this page.
Each of the documents are separated by the LID BMP feature that was studied / monitored or built, several of these documents will appear several times throughout this page as many have information on multiple LIDs' performance.
Bioretention[edit]
This report by TRCA found several stormwater management benefits by incorporating several LID principles Bioretention, Infiltration trenches/Infiltration chambers, and Enhanced grass swales into sustainable functional design in an underutilized space, now named the 'Bentway' under Toronto's Gardiner Expressway. This allowed for dual functioning of a public recreational area and suitable stormwater management. Read more by clicking the button above.
This report by TRCA discusess the recent 'Markham Municipal Green Road Pilot Project' that was established between 2015 - 2018 and which is located on Vanni Avenue, south east of the intersection of 14th Avenue and Middlefield Rd. in a a mixed use residential and commercial property area. The specially designed road includes multiple low impact development (LID) technologies, including permeable paver boulevards, bioretention and infiltration trenches/galleries underlain beneath the bioretention features to manage stormwater at the source. To learn more about this "Green Street" read the project brief by clicking the button above.
This report by CVC highlights the benefits of a multi-LID retrofit on a mixed-use street with residential homes and an education centre on Elm Drive in Mississauga. The retrofit included, a Permeable pavement sidewalk and parking layby along with six Bioretention cells connected with an underdrain. The site now provides stormwater treatment by improving the quality of stormwater discharged (thermal mitigation, reductionm in runoff volume to storm sewers, etc.) to Cooksville Creek. Read more by clicking the button above.
This report by CVC provides a thorough overview of the monitoring work done at the Imax corporate Headquarters, located in Mississauga, ON. The parking lot was expanded and retrofitted with a combination of traditional asphalt and permeable pavement. The asphalt runoff drains to one of three vegetated bioretention units on site. The The parking lot runoff is collected, absorbed and filtered by these LID practices before entering a wetland adjacent to the parking lot. Read more about these features performance over this multi-year study by clicking the button above.
This report by CVC provides a thorough overview of the monitoring work done at the Imax corporate Headquarters, located in Mississauga, ON. The parking lot was expanded and retrofitted with a combination of traditional asphalt and permeable pavement. The asphalt runoff drains to one of three vegetated bioretention units on site. The The parking lot runoff is collected, absorbed and filtered by these LID practices before entering a wetland adjacent to the parking lot. Read more about these features performance over this multi-year study by clicking the button above.
Read more about *Bioretention here.
Stormwater Tree Trenches[edit]
The Sustainable Sidewalk project was initiated as a solution to address the disturbance of street tree roots associated with the removal of sidewalks for utility cuts. A working group with participants from various City of Toronto Divisions was formed and the group decided to use soil cells for a stormwater tree trench system (bioretention) and in the fall of 2008 constructed The 'Queensway Sustainable Sidewalk Pilot Project'. Monitoring results from the study found that the soils were able to reduce TSS (>80%) and heavy metal concentrations in the road run off that entered the system. Also the outlet flow meter did not show any flow release after a rainfall of 3 mm that was preceded by a period of no rain, showcasing the systems ability to mitigate excess stormwater runoff in the heavily urbanized location.
Read more about Stormwater Tree Trenches here.
Wetlands[edit]
The purpose of this document authored by TRCA and CVC is to inform the need for, and the design of, mitigation measures to ensure a minimal difference between the post-development and pre-development water balance of a wetland. This Modelling Document provides an overview of wetland hydrology modelling, the strengths and weaknesses of various hydrological models, and the information that needs to be included in a wetland feature-based water analysis report. Read more about the importance of choosing the correct hydrological model and inclusion of the pertinent information required for a proper water analysis report by clicking the button above.
The following document from TRCA helps user better determine the appropriate model to simulate wetland hydrology, wetland storage dynamics, and the representation of stormwater management and low impact development (LID) facilities, etc. This document is an appendix to the previously mentioned, Wetland Water Balance Modelling Guidance Document and is intended to be a resource for modelers to help them make more informed decisions in modelling wetland water balance scenarios. Read more about this valuable resource for modelers to consult for applications requiring a wetland water balance.
Read more about Wetlands here.