Bioretention terminology

File:Determining type of infiltration SCM.png

Flow chart for determining the type of infiltration or bioretetnion device.

Infiltration basins and bioretention basins are terrestrial-based (up-land as opposed to wetland-based), water quality and water quantity control treatment practices with a required drawdown time of 48 hours or less. For basins within trout stream watersheds, the drawdown time is 24 hours or less due to the need to reduce discharge temperatures.

Although the difference between infiltration basins and the type of bioretention basin is not always clear, the figure to the right and tables below provide some clarity to differentiating between these stormwater control devices. Section drawings are included at the bottom of this page. Note the second table below provides a comparison of terminology used in this Manual with terminology used in the earlier versions of the Manual.

Summary of factors that can be used to determine differences between infiltration basins and bioretention basins. This table corresponds with Table 1 in the adjacent flowchart.
Link to this table

BMP	Typical position in watershed	Treatment scale	Typical storm sizes	Maximum drainage area guidelines	Maximum ponding depth guidelines	Growing medium
Infiltration (basin, trench, underground, dry well)	Downgradient of other water quantity or water quality control practices	Development or regional scale control	Less frequent large storm events that exceed capacity of upgradient practices	50 acres	4 feet	Native soil
Bioretention basin	Located throughout the watershed	Site scale control	Small storms (water quality events)	Typically 5 acres	Ideally 12 inches; can be up to 18 inches with appropriate design and plant selection	Engineered growing medium

Types of bioretention basins. This table corresponds with Table 2 in the adjacent flowchart.
Link to this table

BMP	Typical uses; advantages	Relative amount of runoff abstracted from storm sewer system	2008 Manual terminology1
Bioinfiltration basin	Abstracts all runoff captured in the basin that does not leave through overflow	All runoff that flows into the basin and does not overflow into an overflow structure is abstracted from the stormsewer system through infiltration or evapotranspiration.	Infiltration / recharge facility
Biofiltration basin with underdrain at bottom	Allows for a small amount of infiltration, at a rate compatible with underlying soils, but carries away excess waterthrough the underdrain after it has been filtered through the basin	A small amount of the runoff that flows into the basin and does not overflow into an overflow structure is abstracted from the stormsewer system through infiltration or evapotranspiration; the remainder is filtered by the growing medium but then leaves via an underdrain.	Filtration / partial recharge
Biofiltration basin with internal water storage (IWS)	Allows for more infiltration, at a rate compatible with underlying soils, but carries away excess water through the underdrain after it has been filtered through the basin; Internal Water Storage Zone (IWS) (1) allows for more infiltration and evaporation compared to bioretention with underdrain at the bottom; (2) improves thermal pollution abatement and nitrogen removal (longer retention time allows runoff to cool more before discharge and allows denitrification to occur under anoxic condition).	More of the runoff that flows into the basin and does not overflow into an overflow structure is abstracted from the stormsewer system through infiltration or evapotranspiration compared to bioretention with an underdrain at the bottom of the basin without an upturned elbow, because the upturned elbow increases hydraulic retention time; the remainder is filtered by the growing medium but then leaves via an underdrain with an upturned elbow.	Not included
Biofiltration basin with elevated underdrain	Allows for more infiltration, at a rate compatible with underlying soils, but carries away excess water through the underdrain after it has been filtered through the basin; elevating underdrain (1) allows for more infiltration and evaporation compared to bioretention with underdrain at the bottom (2) improves thermal pollution abatement and nitrogen removal (longer retention time allows runoff to cool more before discharge and allows denitrification to occur under anoxic condition).	More of the runoff that flows into the basin and does not overflow into an overflow structure is abstracted from the stormsewer system through infiltration or evapotranspiration compared to bioretention with an underdrain at the bottom of the basin, because the elevated underdrain increases hydraulic retention time; the remainder is filtered by the growing medium but then leaves via an elevated underdrain.	Infiltration / filtration / recharge
Biofiltration basin with liner	Impervious liner reduces or eliminates possibility of groundwater contamination; underdrain can be blocked and objectionable materials siphoned through an observation well and safely contained; often used in areas of potential stormwater “hot-spots” (e.g., gas stations, transfer sites, transportation depots,industrial complexes etc.), or areas where groundwater recharge is undesirable	None of the runoff that flows into the basin is abstracted from the stormsewer system through infiltration but some is abstracted through evapotranspiration; i.e. all of the runoff that flows into the basin without flowing into an overflow structure, and is not evapotranspired, is filtered by the growing medium but then leaves via an underdrain.	Filtration only

¹Terminology used in the 2008 Minnesota Stormwater Manual.

• Section drawings for different bioretention devices. Click on an image for enlarged view. Also see Bioretention plan and section drawings.
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  Bioinfiltration device

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  Biofiltration device with elevated underdrain

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  Biofiltration device with an underdrain at the bottom

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  Biofiltration device with internal water storage

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  Bioretention device with a liner

Related pages

• Bioretention terminology
• Overview for bioretention - bioinfiltration
• Types of bioretention - bioinfiltration
• Design criteria for bioretention - bioinfiltration
• Construction specifications for bioretention - bioinfiltration
• Operation and maintenance of bioretention - bioinfiltration
• Cost-benefit considerations for bioretention - bioinfiltration
• External resources for bioretention - bioinfiltration
• References for bioretention - bioinfiltration
• Requirements, recommendations and information for using bioretention - bioinfiltration BMPs in the MIDS calculator