Stormwater planters

Stormwater planter or no infiltration bioretention cell draining a parking lot. This design variation includes an impermeable liner, an underdrain and surface overflow pipes to allow excess water to leave the practice. A note: The following is an "image map", feel free to explore the image with your cursor and click on highlighted labels that appear to take you to corresponding pages on the Wiki.

An above ground stormwater planter with downspout and overflow illustrated.

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 "no infiltration" or "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.

Overview

Stormwater planters are an ideal technology for:

• Sites which cannot infiltrate water owing to contaminated soils or shallow bedrock,
• Zero-lot-line developments such as condos or dense urban infill.

Take a look at the downloadable Bioretention Fact Sheet below for a .pdf overview of this LID Best Management Practice:

The fundamental components of a stormwater planter are:

• a planting bed of filter media,
• suitable vegetation,
• decorative aggregate or stone,
• An underdrain,
• An impermeable liner or container

The design may benefit from:

• A level spreader

Planning Considerations

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. See bioretention planning.

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 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 a table summarizing information on planning considerations and site constraints see Site considerations.

Design

A flow-through planter comprises a ponding zone, mulch layer, filter media for planting, and a supporting gravel drainage layer

This article is specific to flow-through stormwater planters, vegetated systems that do not infiltrate water to the native soil.
If you are designing a planted system which does infiltrate water, see advice on Bioretention: Sizing.

The dimensions of a stormwater planter are largely predetermined according to the function of the component. As they do not contain a storage reservoir the planters rely more upon careful selection of materials. Both the saturated hydraulic conductivity of the filter media and the number and size of perforations of the underdrain pipe play critical roles for flow control. Options for maintaining separation between filter media and clear stone aggregate surrounding the perforated pipe include a 100 mm deep choker layer or sheet of geotextile filter fabric.

Component	Recommended depth (with underdrain pipe)	Typical porosity (n)
Ponding (dp)	150 to 450 mm	1
Mulch	75 ± 25 mm	0.7 for wood based 0.4 for stone
Filter media (dm)	300 mm to support turf grass (and accept only rainwater/roof runoff) 600 mm to support shrubs, flowering perennials and decorative grasses 1000 mm to support trees	0.4 for sandier Blend A - Drainage rate priority; 0.35 for more loamy Blend B - Water quality treatment priority
Choker layer	100 mm	0.4
Perforated pipe diameter	150 to 200 mm	0.4
Clear stone aggregate layer below perforated pipe	50 mm (although commonly omitted altogether).	0.4

Filter media

See Bioretention: Filter media

Underdrain

Stormwater planters differ from full and/or partial infiltration bioretention practices in that the storage function is provided only by the water retention capacity of the filter media. As such, there is no storage reservoir and the only purpose to the aggregate layer is to drain water to the perforated pipe. For this, a medium aggregate as described in choker layer is recommended as it negates the need for a separating layer to the filter media. Design details can be found here Underdrains for non-exfiltrationg practices.

Planting

• Planters must be designed in a way that insulates the soil through freezing temperatures, or plant species that can survive the winter season in raised planters must be used.
• Stormwater planters routinely capture only rainwater flowing from adjacent rooftops. This means that salt may be less of a concern than in Bioretention: Parking lots or Bioretention: Streetscapes.
• The plant lists are still a good place to start when selecting species for LID in Ontario.
• A more formal aesthetic for the planting design is appropriate for the urban hardscape setting.

Stormwater planter with impermeable membrane liner receiving roof and sidewalk runoff via trench drain. A note: The following is an "image map", feel free to explore the image with your cursor and click on highlighted labels that appear to take you to corresponding pages on the Wiki.

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.

Liners

An impermeable liner is incorporated into non-infiltrating practices such as stormwater planters, and may be applied in permeable pavements installations where separation from the native soils and groundwater is required.

• Waterproof containment can be created using concrete or a plastic membrane/liner (HDPE or EPDM are common materials).
  • When the membrane is being used directly in the ground, punctures from stones can be prevented by compacting a layer sand (30 - 50 mm) over the soil prior to installing the membrane.
  • Alternatively, a manufactured cushion fabric (geotextile) can be employed for this purpose.
  • The top surface of the membrane must also be protected from stone and gravel being used for inside the BMP. Again, sand or a cushion fabric may be used.
• When a pipe is used to provide drainage from the practice to an outlet structure or storm sewer, a 'pipe boot' or flange should be sealed to both the pipe and the liner to prevent leaks.

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.

Inspection and Maintenance

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).
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.
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.

Take a look at the Inspection and Maintenance: Bioretention & Bioswales page by clicking below for further details about proper inspection and maintenance practices:

Gallery

• 

  Stormwater planters are ideal for situating alongside buildings to capture rainwater from roof runoff. LSRCA headquarters, 2017.

• 

  Stormwater planter, treating downspout runoff, at Waterview Rec Center, Philidelphia
  Photo credit: PWD

• 

  Rain garden, Illick Hall, SUNY College of Environmental Science and Forestry, Syracuse, NY
  Photo credit: DASonnenfeld

See Also

• Bioretention: Parking lots
• Bioretention: Streetscapes

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• Shrubs
• Perennials
• Grasses
• Forebays
• Overflow
• Mulch
• Filter media
• Choking layer
• Reservoir

Proprietary links

A number of precast modules exist to contain treatment media. As many of these systems are enclosed water balance calculations may be erroneous where evapotranspiration is constrained. In our effort to make this guide as functional as possible, we have decided to include proprietary systems and links to manufacturers websites.
Inclusion of such links does not constitute endorsement by the Sustainable Technologies Evaluation Program.
Lists are ordered alphabetically; link updates are welcomed using the form below.

• Filterra

A vegetated practice that collects and treats stormwater through sedimentation and filtration. Contributions to water cycle/water balance are through evapotranspiration only; no infiltration.

A shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation.

A perforated pipe used to assist the draining of soils.

A vegetated practice that collects and treats stormwater through sedimentation and filtration. Contributions to water cycle/water balance are through evapotranspiration only; no infiltration.

The slow movement of water into or through a soil or drainage system.

Penetration of water through the ground surface.

The technique of removing pollutants from runoff as it infiltrates through the soil.

Low Impact Development. A stormwater management strategy that seeks to mitigate the impacts of increased urban runoff and stormwater pollution by managing it as close to its source as possible. It comprises a set of site design approaches and small scale stormwater management practices that promote the use of natural systems for infiltration and evapotranspiration, and rainwater harvesting.

A shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation.

A broad category of particulate material used in construction, including sand, gravel, crushed stone, slag, recycled concrete and geosynthetic aggregates, and available in various particulate size gradations.

The portion of water precipitated onto a catchment area, which then flows as surface discharge from the catchment area past a specified point.

Water from rain, snow melt, or irrigation that flows over the land surface.

a top dressing over vegetation beds that provides suppresses weeds and helps retain soil moisture in bioretention cells, stormwater planters and dry swales.

The engineered soil component of bioretention cell or dry swale designs, typically with a high rate of infiltration and designed to retain contaminants through filtration and adsorption to particles.

The natural ground material characteristic of or existing by virtue of geographic origin.

An underlying bed filled with aggregate or other void-forming fill material that temporarily stores stormwater before infiltrating into the native soil or being conveyed by an underdrain pipe.

A parameter that describes the capability of a medium to transmit water.

Filter fabric that is installed to separate dissimilar soils and provide runoff filtration and contaminant removal benefits while maintaining a suitable rate of flow; may be used to prevent fine-textured soil from entering a coarse granular bed, or to prevent coarse granular from being compressed into underlying finer-textured soils.

The porosity (n) of a mixture is the ratio of the volume of void-space to the total or bulk volume of the mixture. It is closely related to the concept of void ratio (e) where void ratio is the ratio of the volume of void-space to the volume of solids. n = Volume of voids/Total volume of mixture = e/(1+e)

The engineered soil component of bioretention cell or dry swale designs, typically with a high rate of infiltration and designed to retain contaminants through filtration and adsorption to particles.

A perforated pipe used to assist the draining of soils.

Mineral particles which are smaller than 2 mm, and which are free of appreciable quantities of clay and silt. Coarse sand usually designates sand grains with particle size between 0.2 and 0.02 mm.

Best management practice. State of the art methods or techniques used to manage the quantity and improve the quality of wet weather flow. BMPs include: source, conveyance and end-of-pipe controls.

Soil, sand and minerals washed from land into water, usually after rain. They pile up in reservoirs, rivers and harbors, destroying fish-nesting areas and holes of water animals and cloud the water so that needed sunlight might not reach aquatic plans. Careless farming, mining and building activities will expose sediment materials, allowing them to be washed off the land after rainfalls.

Initial capturing and removal of unwanted contaminants, such as debris, sediment, leaves and pollutants, from stormwater before reaching a best management practice; Examples include, settling forebays, vegetated filter strips and gravel diaphragms.

(1) The wearing away of the land surface by moving water, wind, ice or other geological agents, including such processes as gravitation creep; (2) Detachment and movement of soil or rock fragments by water, wind, ice or gravity (i.e. Accelerated, geological, gully, natural, rill, sheet, splash, or impact, etc).

Cleanouts are "a fitting access in a drainage system or venting system that is installed to provide access for cleaning and inspection and that is provided with a readily replaceable air tight cover" (O.Reg 332/12: Building Code, 2022).

Lake Simcoe Region Conservation Authority

A lot level bioretention cell designed to receive and detain, infiltrate and filter runoff, typically used for discharge from downspouts.

The accounting of inflow and outflow of water in a system according to the components of the hydrologic cycle.

The temporary storage of stormwater to control discharge rates, and allow for sedimentation.

A bioretention BMP featuring an impermeable liner and underdrain that prevents infiltration of runoff into the underlying native soil; provides sedimentation and filtration of urban runoff as it passes through the mulch layer, engineered filter media and vegetation root zone.

A bioretention cell that features an impermeable liner that collects and treats stormwater through sedimentation and filtration only (i.e., no infiltration).

Ground depression acting as a flow control and water treatment structure, that is normally dry.

Refers to the conditions in which an organism lives and survives or the conditions in which an organism resides. These conditions can be described as aspects of a “physical”, “social” or an “economic” environment, depending on the perspective perceived by the observer.