Modern green roofs are a rapidly developing commercial market in Ontario. Their primary benefit as a LID technology is in maximizing evapotranspiration for water balance targets.
Take a look at the downloadable Green Roofs Factsheet below for a .pdf overview of this LID Best Management Practice:
Green roofs are sometimes referred to as 'ecoroofs', 'vegetated roofs', or 'living roofs'.
Green roofs are ideal for:
- Sites without significant space at ground level for infiltration,
- Zero-lot line projects with outdoor amenity requirements,
- Projects looking for accreditation with LEED v.4
Extensive green roofs are the most commonly used type of green roof used for stormwater management in our region.
|Planting medium depth||10 - 15 cm||> 15 cm|
|Loading||up to ~250 kg/m2||Limitless where 'roof' is at ground level|
|Cost||Typically lower||Higher, including structural accommodations and plant selection|
|Maintenance||Depends highly on the aesthetic expectations of stakeholders||Will be comparable to other landscapes, depending on access requirements.|
|Stormwater benefit||Provides best cost-benefit balance||Varies highly|
|Biodiversity benefit||Lower, depends on planting||Greater potential, depends on planting|
|Amenity benefit||Usually visual only
Intensive green roofs are commonly used for amenity space on medium- and high-rise residential developments or sometimes as urban farms. They are sometimes referred to as roof gardens and encompass diverse uses, design priorities and technical specifications. In the most extreme examples, many urban parkettes including large shade trees may be included in this class, if they have parking garages beneath. As such the discussion on this page is limited to extensive green roofs.
The fundamental components of an extensive green roof are:
- a roof structure able to support the design load
- a waterproof membrane resistant to root penetration
- a drainage layer
- a filter layer
- a layer of planting medium
Additional components may include:
- an irrigation system
- pre-formed tray modules
Green roofs offer a variety of co-benefits beyond stormwater management. In urban centers they are often constructed to accommodate a roof terrace or amenity space. In this scenario, the direct stormwater capture benefit is restricted to the areas with vegetation planted. Another increasingly popular use for rooftop space is for urban farming. Again, the direct stormwater capture benefit is restricted to the areas with planters. To maximize the utility of a green roof as a low impact development tool, coverage with planting should be maximized. In many cases this means only inaccessible spaces are used.
Roof gardens with a high proportion of impermeable surface are popular in high rise developments. These amenity terraces are often described as green roofs, but the LID benefit applies only to the vegetated areas. The stormwater benefit of all kinds of green roofs is maximized by combined with rainwater harvesting for subsequent irrigation. Sedum and native species have all been shown to thrive with daily irrigation to saturation.
Biodiversity opportunities are optimized by planting a variety of species. General advice on this has been prepared by the City of Toronto. In the long term, the richness of species increases owing to 'volunteer species'. The desirability of this diversity varies with the aesthetic concerns of the green roof owner.
Design for Maintenance
Detailed inspection and maintenance advice can be found in Sustainable Technologies' LID I&M guide . The primary operational concern for operating a green roof is the development of a leak. Green roofs protect the roof membrane from UV damage and should increase the lifespan of the roof. However, in the event that a leak is discovered a section of green roof would have to be removed for access. Some proprietary systems appear to be easier to remove and replace. This may come at a cost, as the rainwater retention of the system is somewhat reliant on continuous coverage of the green roof surface.
Green roofs should receive as little maintenance as possible. Regular inspection is only required to see that the drains are free from obstruction and that the vegetation coverage is adequate to prevent wind erosion. During detailed design, all areas adjacent to the green roof itself should be kept free from granular material. Sediment accumulates in gravel edging, which then permits the vegetation to take root and spread.
Flat roofs should be graded without depressions, with positive drainage ≥ 2% (1:50) towards roof drains. For roofs with pitch greater than 10 % (1:10) additional geo grid or cellular components should be included in the design. These structures reduce the flow rate of the draining water, and help to stabilize green roof components. Green roofs can be installed on slopes greater than 20 % (1:5), but specialized design advice should be sought for the addition of components required to secure the green roof in place. Extensive green roofs do not require additional insulation layers. The underlying roof may be of warm, cold or inverted design. Extensive green roofs add load of around 70 - 300 kg/m2. A structural engineer should be consulted during design to account for the distributed loads including snow accumulation and live loads including maintenance staff. Roof membranes should be waterproof, root resistant, resilient to temperature change, and comply with appropriate CGSB standards as specified in the Ontario Building Code. In most cases a new roof with a modern membrane will not require a separate root penetration barrier. In retrofit scenarios an additional root barrier may be recommended to protect an older roof membrane.
The underlying drainage layer is most often a preformed plastic sheet, formed to include depressions for water storage and perforations to drain excess water. This design has the advantage of being most lightweight, but has minimal impact on flow rates once the water has percolated onto the roof membrane below. An alternative drainage layer solution is to use a granular medium to increase the tortuosity of the flow path and slow peak flow rates.
The geotextile layer is included to prevent migration of the planting medium into the drainage layer. Current advice is to specify a free draining textile to prevent potential water-logging of the planting medium. Observations green roof assemblies have shown a reduction of flow from specifications owing to interactions of medium particles with the textile.
The green roof media used in Ontario can be classed according to proportion of composted biological material. Some existing installations use materials which comply with FLL guidelines, whilst others use a much higher proportion of compost.
ASTM International have a number of standards relating to various design considerations for green roofs. These standards provide good technical advice on the testing of systems and components. Of particular note are:
- Standard Test Method for Maximum Media Density for Dead Load Analysis of Vegetative (Green) Roof SystemsE2399, and
- Test Method for Saturated Water Permeability of Granular Drainage Media E2396.
When these tests are completed, the results should be interpreted in relation to the objectives of the green roof. A product complying with overseas guidelines may not serve the needs of a green roof installed in Ontario. In particular, the FLL guide recommends green roof media specifications which may not provide optimal stormwater management or vegetation in our region. In many proprietary systems the default option for planting medium will be a granular material with very low organic matter content. However, many companies can arrange for a high organic matter alternative to be substituted if requested.
Regular irrigation has been shown to substantially reduce the stormwater capture benefit of an extensive green roof. One way to reduce the irrigation used on green roofs is through the use of smart technologies. Responsive sensors that suppress irrigation after a rainstorm are routinely attached to green roofs to conserve water. Improvements can be made by instead using a 'soil' moisture sensor to trigger irrigation. State-of-the-art management systems now use predicted weather data to suppress irrigation ahead of storm events, see digital technologies. Due to their limited water retention capacity, many green roofs are coupled with a rainwater harvesting cistern, to capture the excess water. It then becomes desirable to use as much harvested water to regain the cistern capacity, Green roofs can be irrigated to saturation daily throughout the growing season without damaging the vegetation.
|Spray||Maximizes evaporation||Requires higher water quality|
|Drip or capillary||Harvested rainwater is readily used without further treatment
Uses less water
|Planting medium does not 'wick' water sideways readily, so can lead to localized dry areas|
The choice of vegetation on an extensive green roof is insignificant in stormwater management compared to the choice of planting medium or the provision of irrigation. The vegetation should be selected to be resilient to both very wet and very dry periods.Sedum species are the most common choice, demonstrating excellent longevity in systems with or without irrigation. Some projects expect the low growing Sedum to remain in graphic designs according to species and flower color. This is not a realistic expectation without significant maintenance costs. Instead project stakeholders should be prepared early in the design process to embrace the green roof as a living and evolving ecosystem. Designs which incorporate both Sedum and native species can help with this.
Aesthetics of the planting must consider that the practice may be viewed from above.
Green roof plants
|Scientific name||Common name||Soil Moisture
1=Dry 2=Med 3=Wet
|Partial shade tolerance||Colour|
|Aquilegia canadensis||Wild columbine||1-3||Y||1|
|Coreopsis grandiflora 'Early sunrise'||Large-flowered tickseed||1-2||2|
|Coreopsis lanceolata||Lanceleaf coreopsis||1-2||2|
|Equisetum hymale||Rough horsetail||2-3||Y||O|
|Geranium maculatum||Wild geranium||2||Y||1|
|Geranium psilostemon 'Rozanne'||Cranesbill Geranium||2-3||Y||3|
|Leucanthemum superbum||Shasta daisy||1-2||2|
|Liatris spicata||Blazing star||2||3|
|Lobelia siphilitica||Blue cardinal flower||2-3||Y||3|
|Lupinus polyphyllus||Large leaf lupin||1-3||Y||3|
|Monarda fistulosa||Bee balm||1-3||1|
|Papaver rhoeas||Corn poppy||1-3||1|
|Penstemon digitalis||White Beardtongue||1-2||O|
|Pycnanthemum tenuifolium||Narrowleaf mountain mint||1-2||Y||O|
|Rudbeckia hirta||blackeyed Susan||1-3||Y||2|
|Rudbeckia nitida 'Herbstsonne'||Cutleaf coneflower||2||Y||2|
|Rudbeckia laciniata 'Goldquelle'||Golden glow coneflower||2||Y||2|
|Schizachyrium scoparium||Little Bluestem||2||O|
|Symphyotrichum novae-angliae||New England Aster||2||3|
|Trifolium repens||White clover||3||O|
Drains and vegetation free zones
Green roofs Gallery
Green roof performance has not been reported to reduce over time. Controlled studies have instead indicated that maturing green roofs may have improved water retention properties .
The key hydrologic benefit which green roofs have over other forms of LID is the proportion of the water returned to the atmosphere through evapotranspiration.
- In Southern Ontario rainwater retention of extensive green roofs without irrigation is between 60% and 70%
- Including winter periods with snow accumulation and thaw, the annual retention of extensive green roofs is around 50% .
- Using a compost based planting medium improves retention by around 10% i.e. 60 % for compost compared to 50% for granular.
- Daily irrigation can reduce the annual retention by 20% compared to a roof without irrigation. i.e. 40% for irrigated compared to 60% without irrigation. However, recirculating rainwater from a cistern was estimated to double the annual retention in Florida. The research team modeled 87% retention for a green roof coupled with a cistern, compared to 43% for the green roof alone.
Many green roofs receive only rainwater, which is relatively clean when it lands. As such green roofs can contribute contamination, most notably in nutrient leaching during early establishment. Reported values of total phosphorus in green roof runoff vary from less than 0.1 ppm to over 10 ppm. But, in dense urban centres, green roofs are increasingly being used to receive irrigation from harvested rainwater. Current Ontario Building Code permits the use of rooftop runoff to be reused in this manner, so long as it is 'free of solids'. A 'closed loop' system can be created by coupling a rainwater harvesting system to a green roof. by catching and reusing runoff, the only water leaving the system is through evapotranspiration. This prevents any runoff from leaving the site and so prevents any nutrient loading to the environment.
Incentives and credits
City of Toronto updated their 'Eco roof' incentive program in 2017 . It now includes grants for structural assessment and is available to non-profit organisations .
LEED BD + C v.4
LEED offer a relatively large number of points for green roofs compared to other LID technologies.
Sustainable Sites: Open space (1 point)
This credit applies to accessible green roofs on tall buildings with little other outdoor space.
Sustainable Sites: site development - protect or restore habitat (up to 2 points)
This credit applies to green roofs planted with 'native and adapted vegetation' on tall buildings with little other outdoor space
Sustainable Sites: Heat island reduction (up to 2 points)
Green roofs are weighted as effectively as 'High-Reflectance' roofs in a simple calculation to determine the credit.
- Two points (or 1 point for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 95th percentile of regional or local rainfall events."
- Three points (or 2 points for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 98th percentile of regional or local rainfall events."
- For zero-lot-line projects only, 3 points (or 2 points for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 85th percentile of regional or local rainfall events."
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.
- Hill, J., Drake, J., and Sleep, B. (2016). “Comparisons of extensive green roof media in Southern Ontario.” Ecological Engineering, Elsevier B.V., 94, 418–426.
- MacIvor JS, Margolis L, Puncher CL, Carver Matthews BJ. Decoupling factors affecting plant diversity and cover on extensive green roofs. J Environ Manage. 2013;130:297-305. doi:10.1016/j.jenvman.2013.09.014.
- Hill, J., Drake, A. P. J., Sleep, B., and Margolis, L. (2017). “Influences of Four Extensive Green Roof Design Variables on Stormwater Hydrology.” Journal of Hydrologic Engineering.
- Hill J, Drake J, Sleep B, Margolis L. Influences of Four Extensive Green Roof Design Variables on Stormwater Hydrology. J Hydrol Eng. 2017;22(8):04017019. doi:10.1061/(ASCE)HE.1943-5584.0001534
- Simon De-Ville, Manoj Menon, Xiaodong Jia, George Reed, Virginia Stovin, The impact of green roof ageing on substrate characteristics and hydrological performance, In Journal of Hydrology, Volume 547, 2017, Pages 332-344, ISSN 0022-1694, https://doi.org/10.1016/j.jhydrol.2017.02.006.
- T. Van Seters, L. Rocha, D. Smith, G. MacMillan; Evaluation of Green Roofs for Runoff Retention, Runoff Quality, and Leachability, Vol. 44 (1): 33 - 47 (2009). Innovative Approaches to Stormwater Management in Canada
- Hardin, M.; Wanielista, M.; Chopra, M. A Mass Balance Model for Designing Green Roof Systems that Incorporate a Cistern for Re-Use. Water 2012, 4, 914-931. http://www.mdpi.com/2073-4441/4/4/914
- Curve Number and Runoff Coefficients for Extensive Living Roofs Elizabeth Fassman-Beck, Ph.D., A.M.ASCE; William Hunt, Ph.D., P.E., M.ASCE; Robert Berghage, Ph.D.; Donald Carpenter, Ph.D., P.E., M.ASCE; Timothy Kurtz, P.E., M.ASCE; Virginia Stovin, Ph.D.; and Bridget Wadzuk, Ph.D., A.M.ASCE