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*Zero-lot-line developments such as condos or dense urban infill.}}
 
*Zero-lot-line developments such as condos or dense urban infill.}}
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Take a look at the downloadable Bioretention Factsheet below for a .pdf overview of this LID Best Management Practice:
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Take a look at the downloadable Bioretention Fact Sheet below for a .pdf overview of this LID Best Management Practice:
    
{{Clickable button|[[File:Bioretention.png|125 px|link=https://wiki.sustainabletechnologies.ca/images/5/5a/LID_poster_-_bioretention_-_vfinal2.pdf]]}}
 
{{Clickable button|[[File:Bioretention.png|125 px|link=https://wiki.sustainabletechnologies.ca/images/5/5a/LID_poster_-_bioretention_-_vfinal2.pdf]]}}
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==Planning Considerations==
 
==Planning Considerations==
Stormwater planters may be integrated into the landscape similarly to bioretention practices. See [[Bioretention#Planning considerations|bioretention planning]].
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Stormwater planters may be integrated into the landscape similarly to bioretention practices. Concrete curbs or vertical-walled planter structures are common features of stormwater planter facilities.  Through a study comparing the environmental impacts of bioretention systems of various design and construction material configurations, Sagrelius et al. (2022) noted that systems featuring large concrete structures (e.g., stormwater planters) incur higher environmental impacts than "soft-edged" bioretention cells when transportation-related factors associated with material production and delivery are considered. <ref>Sagrelius, P.O., Blecken, G., Hedstrom, A., Ashley, R. 2022. Environmental impacts of stormwater bioretention systems with various design and construction components. Journal of Cleaner Production. 359 (2022) 132091. https://www.sciencedirect.com/science/article/pii/S0959652622016973?via%3Dihub </ref>  See [[Bioretention#Planning considerations|bioretention planning]].
 
===Additional site opportunities===
 
===Additional site opportunities===
As they do not require connection to the earth for infiltration purposes, stormwater planters can also be used in elevated locations. They are sometimes used in retrofit applications on otherwise impermeable surface, as raised beds or planters surrounding buildings. They can be employed to capture runoff from [[downspout disconnection| roof drains or downspouts]] or even upon terraces or vertical surfaces of buildings.
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As they do not require connection to the earth for infiltration purposes, stormwater planters can also be used in elevated locations. They are sometimes used in retrofit applications on otherwise impermeable surface, as raised beds or planters surrounding buildings. They can be employed to capture runoff from [[downspout disconnection| roof drains or downspouts]] or even upon terraces or vertical surfaces of buildings.  
 
      
For more information on planning considerations and site constraints see [[Bioretention]].
 
For more information on planning considerations and site constraints see [[Bioretention]].
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Over underground infrastructure, soils prone to subsidence, or on sites considered to be pollution hot spots, it may be necessary to prevent all [[infiltration]]. Stormwater planters are "filtration-only" BMPs, similar to bioretention cells, that can be squeezed into tight urban spaces, adjacent to buildings and within the usual setbacks required for infiltrating facilities. Stormwater planters can also be used as a means of providing building-integrated LID by capturing a portion of the rainwater from the rooftop.  
 
Over underground infrastructure, soils prone to subsidence, or on sites considered to be pollution hot spots, it may be necessary to prevent all [[infiltration]]. Stormwater planters are "filtration-only" BMPs, similar to bioretention cells, that can be squeezed into tight urban spaces, adjacent to buildings and within the usual setbacks required for infiltrating facilities. Stormwater planters can also be used as a means of providing building-integrated LID by capturing a portion of the rainwater from the rooftop.  
 
This type of cell can be constructed above grade in any waterproof and structurally sound container, e.g. in cast concrete or a metal tank.
 
This type of cell can be constructed above grade in any waterproof and structurally sound container, e.g. in cast concrete or a metal tank.
      
===Liners===
 
===Liners===
 
{{:Liner}}
 
{{:Liner}}
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==Filter bed surface==
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===Filter bed surface===
 
As stormwater planters are often quite small and receive very rapid flow, both a [[level spreader]] and the use of mulch and stone to dissipate energy from concentrated inflow are strongly recommended.
 
As stormwater planters are often quite small and receive very rapid flow, both a [[level spreader]] and the use of mulch and stone to dissipate energy from concentrated inflow are strongly recommended.
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==Construction==
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Take a look at the [[Construction]] and [[Finishing grades and surface layer installation: vegetated LIDs]] pages by clicking below for further details about proper construction practices:
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{{Clickable button|[[File:Cover Photo.PNG|150 px|link=https://wiki.sustainabletechnologies.ca/wiki/https://wiki.sustainabletechnologies.ca/wiki/Finishing_grades_and_surface_layer_installation:_vegetated_LIDs]]}}
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==Inspection and Maintenance==
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Stormwater planters requires regular, routine inspection and maintenance of the landscaping as well as periodic inspection of other parts of the facility, especially in heavily urbanized environments. Routine maintenance should include weeding, pruning, and mulching, similar to other landscaped areas, as well as the removal of trash, debris and sediment accumulated in pretreatment areas, inlets and outlets. Watering may be needed until plant establishment (first 2 years). Periodic replacement of the top 5 cm of filter media around inlets (e.g., every 5 to 10 years) will help maintain treatment performance.<br>
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Inspections should occur twice annually (spring and late fall) and after major storm events. Inspect for vegetation density (≥ 80% coverage), damage by foot or vehicle traffic, erosion, debris, soil compaction and sediment accumulation, along with any damage to pretreatment devices.<br>
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Cleanouts and access points should be provided to allow access to the underdrain and overflow pipe. Camera inspection of these pipes should be conducted every 5 years to ensure pipes are free of roots, sediment and debris. Hydraulic flushing or root removal may be needed to clear debris or obstructions.
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Take a look at the [[Inspection and Maintenance: Bioretention & Bioswales]] page by clicking below for further details about proper inspection and maintenance practices:
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{{Clickable button|[[File:Cover Photo.PNG|150 px|link=https://wiki.sustainabletechnologies.ca/wiki/Inspection_and_Maintenance:_Bioretention_%26_Bioswales]]}}
    
==Gallery==
 
==Gallery==
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{{:Disclaimer}}
 
{{:Disclaimer}}
 
*[http://www.conteches.com/Products/Stormwater-Management/Biofiltration-Bioretention/Filterra Filterra]
 
*[http://www.conteches.com/Products/Stormwater-Management/Biofiltration-Bioretention/Filterra Filterra]
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==References==
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[[Category: Green infrastructure]]
 
[[Category: Green infrastructure]]

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