Difference between revisions of "Best management practices matrix"
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<tr> | <tr> | ||
| − | <td>Stormwater treatment suitability</td> | + | <td rowspan=19>Stormwater treatment suitability</td> |
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
| Line 2,450: | Line 2,450: | ||
<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Bioretention</td> | <td>Bioretention</td> | ||
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<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Bioretention</td> | <td>Bioretention</td> | ||
| Line 2,465: | Line 2,463: | ||
<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Bioretention</td> | <td>Bioretention</td> | ||
| Line 2,473: | Line 2,470: | ||
<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Bioretention</td> | <td>Bioretention</td> | ||
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<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Filtration</td> | <td>Filtration</td> | ||
| Line 2,488: | Line 2,483: | ||
<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Infiltration</td> | <td>Infiltration</td> | ||
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<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Infiltration</td> | <td>Infiltration</td> | ||
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<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Infiltration</td> | <td>Infiltration</td> | ||
| Line 2,511: | Line 2,503: | ||
<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Infiltration</td> | <td>Infiltration</td> | ||
| Line 2,518: | Line 2,509: | ||
<tr> | <tr> | ||
| − | |||
<td>Channel protection</td> | <td>Channel protection</td> | ||
<td>Infiltration</td> | <td>Infiltration</td> | ||
| Line 2,526: | Line 2,516: | ||
<tr> | <tr> | ||
| − | |||
<td>Peak discharge</td> | <td>Peak discharge</td> | ||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
| Line 2,533: | Line 2,522: | ||
<tr> | <tr> | ||
| − | |||
<td>PSH<sup>c</sup></td> | <td>PSH<sup>c</sup></td> | ||
<td colspan=2>Better Site Design</td> | <td colspan=2>Better Site Design</td> | ||
| Line 2,539: | Line 2,527: | ||
<tr> | <tr> | ||
| − | |||
<td>PSH<sup>c</sup></td> | <td>PSH<sup>c</sup></td> | ||
<td>Bioretention</td> | <td>Bioretention</td> | ||
| Line 2,546: | Line 2,533: | ||
<tr> | <tr> | ||
| − | |||
<td>PSH<sup>c</sup></td> | <td>PSH<sup>c</sup></td> | ||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
| Line 2,553: | Line 2,539: | ||
<tr> | <tr> | ||
| − | |||
<td>PSH<sup>c</sup></td> | <td>PSH<sup>c</sup></td> | ||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
| Line 2,561: | Line 2,546: | ||
<tr> | <tr> | ||
| − | |||
<td>PSH<sup>c</sup></td> | <td>PSH<sup>c</sup></td> | ||
<td>Constructed wetlands</td> | <td>Constructed wetlands</td> | ||
| Line 2,568: | Line 2,552: | ||
<tr> | <tr> | ||
| − | |||
<td>PSH<sup>c</sup></td> | <td>PSH<sup>c</sup></td> | ||
<td>Constructed wetlands</td> | <td>Constructed wetlands</td> | ||
| Line 2,576: | Line 2,559: | ||
<tr> | <tr> | ||
| − | |||
<td>PSH<sup>c</sup></td> | <td>PSH<sup>c</sup></td> | ||
<td>Constructed wetlands</td> | <td>Constructed wetlands</td> | ||
Revision as of 19:05, 20 May 2013
Link to this Best management practices matrix
| Pollution prevention | Pollution prevention | Municipal | |
| I/Ca | |||
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Minimize runoff | Reduce volume | Better Site Design | |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Minimize runoff | Increase recharge | Better Site Design | |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Minimize runoff | Improve water quality | Better Site Design | |
| Pollution prevention | Residential | ||
| Municipall | |||
| I/Ca | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Filtration | Vegetative | ||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Minimize runoff | Reduce costs | Better Site Design | |
| Temporary construction sediment control | Pre-construction | ||
| Local feasibility | Pollution prevention | Residential | |
| Municipal | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Cold climate | Better Site Design | ||
| Pollution prevention | Municipal | ||
| I/Ca | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetlandd | |||
| Pond wetland system | |||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devices | |||
| Temporary construction sediment control | Better Site Design | ||
| Pollution prevention | Municipal | ||
| I/Ca | |||
| Temporary construction sediment control | Pre-construction | ||
| Perimeter | |||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Pond wetland system | ||
| Supplemental treatments | Filtration devices | ||
| Hydrodynamic devices | |||
| Watershed factors | Lakes | Better Site Design | |
| Pollution preventionn | Residential | ||
| Municipal | |||
| I/Ca | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | |||
| Media (sand) | |||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Pond wetland system | ||
| Supplemental treatment | Chemical biological treatment | ||
| Watershed factors | Trout resources | Better Site Design | |
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Drainageway | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial rechargee | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Constructed wetlands | Pond wetland system | ||
| Watershed factors | Drinking water | Better Site Design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Pond wetland system | ||
| Watershed factors | Wetlands (calcareous fens) | Better Site Design | |
| Bioretention | Filtration partial recharge | ||
| Infiltration filtration recharge | |||
| Filtration | |||
| Media (sand) | |||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Supplemental treatment | Chemical biological treatment | ||
| Watershed factors | Impaired waters | Better Site Design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Bioretention | Infiltration filtration recharge | ||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Climate and terrain | Active karst | Runoff minimization | Volume reduction |
| Capture and re-use | |||
| Temporary construction sediment control | Slope | ||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetland | Shallow wetland | ||
| Low infiltration soil | Runoff minimization | Volume reduction | |
| Runoff minimization | Capture and re-use | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Climate and terrain | High snowfall | Pollution prevention | Municipal |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Temporary construction sediment control | Slope | ||
| Drainageway | |||
| Inspect & maintain | |||
| Bioretention | Infiltration filtration recharge | ||
| Filtration | |||
| Infiltration | Infiltration trench | ||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devices | |||
| Low rainfall | Bioretention | Filtration | |
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Without extended detention | ||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Stormwater treatment suitability | Recharge | Better Site Design | |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Water quality | Better Site Design | ||
| Pollution prevention | Residential | ||
| Municipal | |||
| I/Ca | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Stormwater treatment suitability | Channel protection | Better Site Design | |
| Pollution prevention | Municipal | ||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Stormwater treatment suitability | Peak discharge | Pollution prevention | Municipal |
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Slope | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Shallow wetland | |||
| ED shallow wetland | |||
| Pond wetland system | |||
| PSHc | Better Site Design | ||
| Pollution prevention | Residential | ||
| Municipal | |||
| I/Ca | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Physical feasibility | Soils | Temporary construction sediment control | Perimeter |
| Slope | |||
| Drainageway | |||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Elevation difference | Bioretention | Filtration | |
| Depth to rock | Better Site Design | ||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Hydrodynamic devices | ||
| Physical feasibility | Depth to water table | Better Site Design | |
| Runoff minimization | Capture and re-use | ||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Hydrodynamic devices | ||
| Site slope | Better Site Design | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Physical feasibility | Ultra-urban | Better Site Design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Runoff minimization | Capture and re-use | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration rechargee | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Underground system | ||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devicess | |||
| Community and environment | Ease of maintenance | Better Site Design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Filtration | Vegetative | ||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Filtration devices | ||
| Community acceptance | Better Site Design | ||
| Pollution prevention | Residential | ||
| Municipal | |||
| Temporary construction sediment control | Perimeter | ||
| Perimeter | |||
| Slope | |||
| Bioretention | Filtration | ||
| Filtration | Vegetative | ||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Supplemental treatment | Filtration devices | ||
| Community and environment | Construction cost | Better Site Design | |
| Temporary construction sediment control | Pre-construction | ||
| Perimeter | |||
| Filtration | Vegetative | ||
| Habitat quality | Better Site Design | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Nuisance | Infiltration | Infiltration basin | |
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Location-specific restrictions and setbacks | Pollution prevention | Municipal | |
| Temporary construction sediment control | Drainageway | ||
| Knowledge of performance and reliability | Better Site Design | ||
| Pollution prevention | Municipal | ||
| I/Ca | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Inspect & maintain | |||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Pollution prevention | Bioretention | Filtration | |
| Filtration | Vegetative | ||
| Minimize runoff | Reduce volume | Bioretention | Filtration |
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Filtration | Vegetative | ||
| Constructed wetlands | Shallow wetland | ||
| Constructed wetlands | ED shallow wetland | ||
| Constructed wetlands | Pond wetland system | ||
| Minimize runoff | Increase recharge | Bioretention | Filtration |
| Filtration | Vegetative | ||
| Stormwater ponds | With extended detention | ||
| Stormwater ponds | Without extended detention | ||
| Constructed wetlands | Shallow wetland | ||
| Constructed wetlands | ED shallow wetland | ||
| Constructed wetlands | Pond wetland system | ||
| Minimize runoff | Improve water quality | X | X |
| Runoff minimization | Volume reduction | ||
| Runoff minimization | Capture and re-use | ||
| Bioretention | Infiltration recharge | ||
| Bioretention | Filtration partial recharge | ||
| Bioretention | Infiltration filtration recharge | ||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Infiltration | Infiltration basin | ||
| Infiltration | Infiltration trench | ||
| Infiltration | Dry well | ||
| Infiltration | Underground system | ||
| Supplemental treatment | Chemical biological treatment | ||
| Supplemental treatment | Filtration devices | ||
| Supplemental treatment | Hydrodynamic devices | ||
| Minimize runoff | Reduce costs | Pollution prevention | Residential |
| Pollution prevention | Municipal | ||
| Pollution prevention | I/Ca | ||
| Runoff minimization | Volume reduction | ||
| Runoff minimization | Capture and re-use | ||
| Temporary construction sediment control | Inspect & maintain | ||
| Bioretention | Infiltration recharge | ||
| Bioretention | Filtration partial recharge | ||
| Bioretention | Infiltration filtration recharge | ||
| Bioretention | Filtration | ||
| Filtration | Vegetative | ||
| Minimize runoff | Local feasibility | Pollution prevention | I/Ca |
| Minimize runoff | Cold climate | Pollution prevention | Residential |
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Temporary construction sediment control | Slope | ||
| Temporary construction sediment control | Drainageway | ||
| Bioretention | Infiltration recharge | ||
| Bioretention | Filtration partial recharge | ||
| Bioretention | Infiltration filtration recharge | ||
| Bioretention | Filtration | ||
| Infiltration | Infiltration basin | ||
| Infiltration | Infiltration trench | ||
| Infiltration | Dry well | ||
| Infiltration | Underground system | ||
| Minimize runoff | Land use | Bioretention | Infiltration recharge |
| Bioretention | Filtration partial recharge | ||
| Bioretention | Infiltration filtration recharge | ||
| Bioretention | Filtration | ||
| Filtration | Vegetative | ||
| Supplemental treatment | Filtration devices | ||
| Supplemental treatment | Hydrodynamic devices | ||
| Temporary construction sediment control | Runoff minimization | Volume reduction | |
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Chemical biological treatment | ||
| Watershed factors | Lakes | Constructed wetlands | Shallow wetland |
| ED shallow wetland | |||
| Trout resources | Runoff minimization | Capture and re-use | |
| Temporary construction sediment control | Otherb | ||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Drinking water | Pollution preventions | I/Ca | |
| Runoff minimization | Capture and re-use | ||
| Filtration | Vegetative | ||
| Wetlands (calcareous fens) | Runoff minimization | Infiltration recharge | |
| Bioretention | Volume reduction | ||
| Impaired waters | Pollution prevention | I/Ca | |
| Runoff minimization | Capture and re-use | ||
| Temporary construction sediment control | Otherb | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Climate and terrain | Active karst | Better Site Design | |
| Temporary construction sediment control | Drainageway | ||
| Otherb | |||
| Bioretention | Filtration partial recharge | ||
| Stormwater ponds | Without extended detention | ||
| Constructed wetlands | Pond wetland system | ||
| Fractured bedrock/shallow soil | Better Site Design | ||
| Low infiltration soil | Bioretention | Filtration | |
| Filtration | Media (sand) | ||
| Vegetative | |||
| High snowfallt | Better Site Design | ||
| Pollution prevention | I/Ca | ||
| Bioretention | Infiltration recharge | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Low rainfall | Stormwater ponds | With extended detention | |
| Stormwater treatment suitability | Recharge | Temporary construction sediment control | Slope |
| Recharge | Temporary construction sediment control | Drainageway | |
| Recharge | Temporary construction sediment control | Otherb | |
| Recharge | Filtration | Vegetative | |
| Water quality | Runoff minimization | Volume reduction | |
| Water quality | Runoff minimization | Capture and re-use | |
| Water quality | Bioretention | Infiltration recharge | |
| Water quality | Bioretention | Filtration partial recharge | |
| Water quality | Bioretention | Infiltration filtration recharge | |
| Water quality | Bioretention | Filtration | |
| Water quality | Infiltration | Infiltration basin | |
| Water quality | Infiltration | Dry well | |
| Water quality | Infiltration | Underground system | |
| Water quality | Supplemental treatment | Chemical biological treatment | |
| Water quality | Supplemental treatment | Filtration devices | |
| Water quality | Supplemental treatment | Hydrodynamic devices | |
| Stormwater treatment suitability | Channel protection | Temporary construction sediment control | Otherb |
| Channel protection | Bioretention | Infiltration recharge | |
| Channel protection | Bioretention | Filtration partial recharge | |
| Channel protection | Bioretention | Infiltration filtration recharge | |
| Channel protection | Bioretention | Filtration | |
| Channel protection | Filtration | Vegetative | |
| Channel protection | Infiltration | Infiltration basin | |
| Channel protection | Infiltration | Infiltration trench | |
| Channel protection | Infiltration | Infiltration trench | |
| Channel protection | Infiltration | Dry wellh | |
| Channel protection | Infiltration | Underground system | |
| Peak discharge | Temporary construction sediment control | Otherb | |
| PSHc | Better Site Design | ||
| PSHc | Bioretention | Filtration | |
| PSHc | Stormwater ponds | With extended detention | |
| PSHc | Stormwater ponds | Without extended detention | |
| PSHc | Constructed wetlands | Shallow wetland | |
| PSHc | Constructed wetlands | ED shallow wetland | |
| PSHc | Constructed wetlands | Pond wetland system | |
| Physical feasibility | Surface area | Supplemental treatment | Filtration devices |
| Physical feasibility | Surface area | Supplemental treatment | Hydrodynamic devices |
| Physical feasibility | Soils | Constructed wetlands | Shallow wetland |
| Physical feasibility | Soils | Constructed wetlands | ED shallow wetland |
| Physical feasibility | Soils | Temporary construction sediment control | Slope |
| Physical feasibility | Depth to water table | Bioretention | Infiltration recharge |
| Physical feasibility | Depth to water table | Bioretention | Filtration partial recharge |
| Physical feasibility | Depth to water table | Bioretention | Infiltration filtration recharge |
| Physical feasibility | Site slope | Bioretention | Infiltration recharge |
| Physical feasibility | Site slope | Bioretention | Filtration partial recharge |
| Physical feasibility | Site slope | Bioretention | Infiltration filtration recharge |
| Physical feasibility | Site slope | Bioretention | Filtratione |