Difference between revisions of "Differences between infiltration basins and bioretention basins"
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| − | <font size=3>'''Summary of factors that can be used to determine differences between infiltration basins and bioretention basins. This table corresponds with Table 1 in the [ | + | <font size=3>'''Summary of factors that can be used to determine differences between infiltration basins and bioretention basins. This table corresponds with Table 1 in the flowchart [http://stormwater.pca.state.mn.us/index.php/File:Determining_type_of_infiltration_SCM.png].'''</font size><br> |
Link to this [[Differences between infiltration basins and bioretention basins|table]] | Link to this [[Differences between infiltration basins and bioretention basins|table]] | ||
Revision as of 13:55, 29 August 2013
Summary of factors that can be used to determine differences between infiltration basins and bioretention basins. This table corresponds with Table 1 in the flowchart [1].
Link to this table
![[1]](http://stormwater.pca.state.mn.us/index.php/File:Determining_type_of_infiltration_SCM.png){kind=link}
| BMP | Typical position in watershed | Treatment scale | typical storm sizes | Maximum drainage area guidelines | Maximum ponding depth guidelines | Growing medium |
|---|---|---|---|---|---|---|
| Infiltration basin | 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 |