Stormwater planters

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An above ground planter with downspout and overflow illustrated.
ShrubsShrubsPerennialsPerennialsGrassesGrassesForebaysOverflowOverflowMulchFilter mediaChoking layerReservoir
This is an image map of a stormwater planter, clicking on components will load the appropriate article.

Over subsurface infrastructure, soils prone to subsidence, or pollution hotspots, it may be necessary to prevent all infiltration. These BMPs can also 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[edit]

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.

The fundamental components of a stormwater planter are:

The design may benefit from:

Planning Considerations[edit]

Design[edit]

Storage media[edit]

Storage media

Underdrain[edit]

Underdrain

Planting[edit]

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.

Surface[edit]

As stormwater planters are often quite small and receive very rapid flow, both a level spreader and the use of stone mulch are strongly recommended.

Gallery[edit]

Performance[edit]

Starting after TRIECA (end March) members of STEP will be undertaking a literature review on the performance of our most popular BMPs. The results will be combined with the information we have to date from the development of the Treatment Train Tool and agreed performance metrics established. Until then, please feel free to continue to ask questions via email or the feedback box below.

Water quality [1] [2] [3]

See Also[edit]


Proprietary links[edit]

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.


  1. Macnamara, J.; Derry, C. Pollution Removal Performance of Laboratory Simulations of Sydney’s Street Stormwater Biofilters. Water 2017, 9, 907.;doi:10.3390/w9110907
  2. Lucke, T., & Nichols, P. W. B. (2015). The pollution removal and stormwater reduction performance of street-side bioretention basins after ten years in operation. Science of The Total Environment, 536, 784–792. https://doi.org/10.1016/J.SCITOTENV.2015.07.142
  3. Macnamara, J.; Derry, C. Pollution Removal Performance of Laboratory Simulations of Sydney’s Street Stormwater Biofilters. Water 2017, 9, 907. doi:10.3390/w9110907