Minnesota Pollution Control Agency Logo

Minnesota Stormwater Manual

Difference between revisions of "Best management practices matrix"

m
m
Line 2,767: Line 2,767:
  
  
 +
<tr>
 +
<th colspan=4>Not recommended best management practices</th>
 +
</tr>
 +
<tr>
 +
<td colspan=2>Temporary construction sediment control</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Temporary construction sediment control</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Temporary construction sediment control</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td colspan=2>Temporary construction sediment control</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Watershed factors</td>
 +
<td>Trout resources</td>
 +
<td>Stormwater ponds</td>
 +
<td>With extended detention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Watershed factors</td>
 +
<td>Trout resources</td>
 +
<td>Stormwater ponds</td>
 +
<td>Without extended detention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Active karst</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration recharge</td>
 +
</tr>
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Active karst</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration filtration recharge</td>
 +
</tr>
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Active karst</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Active karst</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Active karst</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Active karst</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Fractured bedrock/shallow soil</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Low infiltration soil</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Low infiltration soil</td>
 +
<td>Bioretention</td>
 +
<td>Filtration partial recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Low infiltration soil</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration filtration recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Low infiltration soil</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Low infiltration soil</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Climate and terrain</td>
 +
<td>Low infiltration soil</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Infiltration</td>
 +
<td>Bioretention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Bioretention</td>
 +
<td>Infiltration recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Bioretention</td>
 +
<td>Filtration partial recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Bioretention</td>
 +
<td>Infiltration filtration recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Stormwater treatment suitability</td>
 +
<td>PSH<sup>c</sup></td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Surface area</td>
 +
<td>Stormwater ponds</td>
 +
<td>With extended detention</td>
 +
</tr>
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Surface area</td>
 +
<td>Stormwater ponds</td>
 +
<td>Without extended detention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Drainage area</td>
 +
<td>Constructed wetlands</td>
 +
<td>Shallow wetland</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Drainage area</td>
 +
<td>Constructed wetlands</td>
 +
<td>ED shallow wetland</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Drainage area</td>
 +
<td>Constructed wetlands</td>
 +
<td>Pond wetland system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Soils</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Soils</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Soils</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Soils</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration recharge</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Bioretention</td>
 +
<td>Filtration partial recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration filtration recharge</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to rock</td>
 +
<td>Stormwater ponds</td>
 +
<td>With extended detention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to water table</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to water table</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to water table</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Depth to water table</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Ultra-urban</td>
 +
<td>Stormwater ponds</td>
 +
<td>With extended detention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Ultra-urban</td>
 +
<td>Stormwater ponds</td>
 +
<td>Without extended detention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Ultra-urban</td>
 +
<td>Stormwater ponds</td>
 +
<td>Without extended detention</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Ultra-urban</td>
 +
<td>Constructed wetlands</td>
 +
<td>Shallow wetland</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Ultra-urban</td>
 +
<td>Constructed wetlands</td>
 +
<td>ED shallow wetland</td>
 +
</tr>
 +
<tr>
 +
<td>Physical feasibility</td>
 +
<td>Ultra-urban</td>
 +
<td>Constructed wetlands</td>
 +
<td>Pond wetland system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Ease of maintenance</td>
 +
<td>Filtration</td>
 +
<td>Media (sand)</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Ease of maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Ease of maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Ease of maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Ease of maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Community acceptance</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration recharge</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Community acceptance</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration filtration recharge</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Construction cost</td>
 +
<td>Filtration</td>
 +
<td>Media (sand)</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Construction cost</td>
 +
<td>Filtration</td>
 +
<td>Vegetative</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Construction cost</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Construction cost</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Construction cost</td>
 +
<td>Supplemental treatment</td>
 +
<td>Chemical biological treatment</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Construction cost</td>
 +
<td>Supplemental treatment</td>
 +
<td>Chemical biological treatment</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Habitat quality</td>
 +
<td>Filtration</td>
 +
<td>Media (sand)</td>
 +
</tr>
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Habitat quality</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Habitat quality</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Habitat quality</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Habitat quality</td>
 +
<td>Supplemental treatment</td>
 +
<td>Filtration devices</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Community and environment</td>
 +
<td>Habitat quality</td>
 +
<td>Supplemental treatment</td>
 +
<td>Hydrodynamic devices</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Runoff minimization</td>
 +
<td>Volume reduction</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Temporary construction sediment control</td>
 +
<td>Perimeter</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Temporary construction sediment control</td>
 +
<td>Slope</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Temporary construction sediment control</td>
 +
<td>Drainageway</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Bioretention</td>
 +
<td>Filtration partial recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Bioretention</td>
 +
<td>Infiltration filtration recharge</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration basin</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Infiltration trench</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Dry well</td>
 +
</tr>
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Infiltration</td>
 +
<td>Underground system</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td colspan=2>Sensitivity to improper construction and poor maintenance</td>
 +
<td>Supplemental treatmentn</td>
 +
<td>Hydrodynamic devices</td>
 +
</tr>
 +
 +
 +
 +
  
 
</table>
 
</table>

Revision as of 22:16, 20 May 2013

Best management practices matrix
Link to this Best management practices matrix
Recommended best management practices
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
Conditional best management practices
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
Drainageway
Otherb
Filtration Vegetative
Water quality Runoff minimization Volume reduction
Capture and re-use
Bioretention Infiltration recharge
Filtration partial recharge
Infiltration filtration recharge
Filtration
Infiltration Infiltration basin
Dry well
Underground system
Supplemental treatment Chemical biological treatment
Filtration devices
Hydrodynamic devices
Stormwater treatment suitability Channel protection Temporary construction sediment control Otherb
Bioretention Infiltration recharge
Filtration partial recharge
Infiltration filtration recharge
Filtration
Filtration Vegetative
Infiltration Infiltration basin
Infiltration trench
Infiltration trench
Dry wellh
Underground system
Peak discharge Temporary construction sediment control Otherb
PSHc Better Site Design
Bioretention Filtration
Stormwater ponds With extended detention
Without extended detention
Constructed wetlands Shallow wetland
ED shallow wetland
Pond wetland system
Physical feasibility Surface area Supplemental treatment Filtration devices
Hydrodynamic devices
Soils Constructed wetlands Shallow wetland
ED shallow wetland
Temporary construction sediment control Slope
Depth to water table Bioretention Infiltration recharge
Filtration partial recharge
Infiltration filtration recharge
Site slope Bioretention Infiltration recharge
Filtration partial recharge
Infiltration filtration recharge
Filtratione
Community and environment Ease of maintenance Pollution prevention I/Ca
Temporary construction sediment control Otherb
Bioretention Filtration
Filtration
Without extended detention
Constructed wetlands Pond wetland system
Supplemental treatment Hydrodynamic devices
Pollution prevention I/Ca
I/Ca
Habitat quality Stormwater ponds With extended detention
Without extended detention
Nuisance Stormwater ponds With extended detention
Without extended detention
Constructed wetlands Shallow wetland
ED shallow wetland
Pond wetland system
Ease of maintenance Stormwater ponds With extended detention
With extended detention
Location-specific restrictions and setbacks Better Site Design
Runoff minimization Capture and re-use
Knowledge of performance and reliability Runoff minimization Capture and re-use
Temporary construction sediment control Otherb
Bioretention Infiltration recharge
Filtration partial recharge
Infiltration filtration recharge
Infiltration Infiltration basin
Infiltration trench
Dry well
Underground system
Supplemental treatment Chemical biological treatment
Filtration devices
Hydrodynamic devices
Sensitivity to improper construction and poor maintenances Better Site Design
Runoff minimization Capture and re-use
Bioretention Filtration
Filtration Vegetative
Stormwater ponds With extended detention
Without extended detention
Not recommended best management practices
Temporary construction sediment control Infiltration Infiltration basin
Temporary construction sediment control Infiltration Infiltration trench
Temporary construction sediment control Infiltration Dry well
Temporary construction sediment control Infiltration Underground system
Watershed factors Trout resources Stormwater ponds With extended detention
Watershed factors Trout resources Stormwater ponds Without extended detention
Climate and terrain Active karst Bioretention Infiltration recharge
Climate and terrain Active karst Bioretention Infiltration filtration recharge
Climate and terrain Active karst Infiltration Infiltration basin
Climate and terrain Active karst Infiltration Infiltration trench
Climate and terrain Active karst Infiltration Dry well
Climate and terrain Active karst Infiltration Underground system
Climate and terrain Fractured bedrock/shallow soil Bioretention Infiltration recharge
Climate and terrain Low infiltration soil Bioretention Infiltration recharge
Climate and terrain Low infiltration soil Bioretention Filtration partial recharge
Climate and terrain Low infiltration soil Bioretention Infiltration filtration recharge
Climate and terrain Low infiltration soil Infiltration Infiltration basin
Climate and terrain Low infiltration soil Infiltration Infiltration trench
Climate and terrain Low infiltration soil Infiltration Underground system
Stormwater treatment suitability PSHc Infiltration Bioretention
Stormwater treatment suitability PSHc Bioretention Infiltration recharge
Stormwater treatment suitability PSHc Bioretention Filtration partial recharge
Stormwater treatment suitability PSHc Bioretention Infiltration filtration recharge
Stormwater treatment suitability PSHc Infiltration Infiltration basin
Stormwater treatment suitability PSHc Infiltration Infiltration trench
Stormwater treatment suitability PSHc Infiltration Dry well
Stormwater treatment suitability PSHc Infiltration Dry well
Stormwater treatment suitability PSHc Infiltration Underground system
Physical feasibility Surface area Stormwater ponds With extended detention
Physical feasibility Surface area Stormwater ponds Without extended detention
Physical feasibility Drainage area Constructed wetlands Shallow wetland
Physical feasibility Drainage area Constructed wetlands ED shallow wetland
Physical feasibility Drainage area Constructed wetlands Pond wetland system
Physical feasibility Soils Infiltration Infiltration basin
Physical feasibility Soils Infiltration Infiltration trench
Physical feasibility Soils Infiltration Dry well
Physical feasibility Soils Infiltration Underground system
Physical feasibility Depth to rock Bioretention Infiltration recharge
Physical feasibility Depth to rock Bioretention Filtration partial recharge
Physical feasibility Depth to rock Bioretention Infiltration filtration recharge
Physical feasibility Depth to rock Infiltration Infiltration basin
Physical feasibility Depth to rock Infiltration Infiltration trench
Physical feasibility Depth to rock Infiltration Dry well
Physical feasibility Depth to rock Infiltration Underground system
Physical feasibility Depth to rock Stormwater ponds With extended detention
Physical feasibility Depth to water table Infiltration Infiltration basin
Physical feasibility Depth to water table Infiltration Infiltration trench
Physical feasibility Depth to water table Infiltration Dry well
Physical feasibility Depth to water table Infiltration Underground system
Physical feasibility Ultra-urban Stormwater ponds With extended detention
Physical feasibility Ultra-urban Stormwater ponds Without extended detention
Physical feasibility Ultra-urban Stormwater ponds Without extended detention
Physical feasibility Ultra-urban Constructed wetlands Shallow wetland
Physical feasibility Ultra-urban Constructed wetlands ED shallow wetland
Physical feasibility Ultra-urban Constructed wetlands Pond wetland system
Community and environment Ease of maintenance Filtration Media (sand)
Community and environment Ease of maintenance Infiltration Infiltration basin
Community and environment Ease of maintenance Infiltration Infiltration trench
Community and environment Ease of maintenance Infiltration Dry well
Community and environment Ease of maintenance Infiltration Underground system
Community and environment Community acceptance Bioretention Infiltration recharge
Community and environment Community acceptance Bioretention Infiltration filtration recharge
Community and environment Construction cost Filtration Media (sand)
Community and environment Construction cost Filtration Vegetative
Community and environment Construction cost Infiltration Infiltration trench
Community and environment Construction cost Infiltration Underground system
Community and environment Construction cost Supplemental treatment Chemical biological treatment
Community and environment Construction cost Supplemental treatment Chemical biological treatment
Community and environment Habitat quality Filtration Media (sand)
Community and environment Habitat quality Infiltration Infiltration trench
Community and environment Habitat quality Infiltration Dry well
Community and environment Habitat quality Infiltration Underground system
Community and environment Habitat quality Supplemental treatment Filtration devices
Community and environment Habitat quality Supplemental treatment Hydrodynamic devices
Sensitivity to improper construction and poor maintenance Runoff minimization Volume reduction
Sensitivity to improper construction and poor maintenance Temporary construction sediment control Perimeter
Sensitivity to improper construction and poor maintenance Temporary construction sediment control Slope
Sensitivity to improper construction and poor maintenance Temporary construction sediment control Drainageway
Sensitivity to improper construction and poor maintenance Bioretention Infiltration recharge
Sensitivity to improper construction and poor maintenance Bioretention Filtration partial recharge
Sensitivity to improper construction and poor maintenance Bioretention Infiltration filtration recharge
Sensitivity to improper construction and poor maintenance Infiltration Infiltration basin
Sensitivity to improper construction and poor maintenance Infiltration Infiltration trench
Sensitivity to improper construction and poor maintenance Infiltration Dry well
Sensitivity to improper construction and poor maintenance Infiltration Underground system
Sensitivity to improper construction and poor maintenance Supplemental treatmentn Hydrodynamic devices
Retrieved from "https://stormwater.pca.state.mn.us/index.php?title=Best_management_practices_matrix&oldid=7686"

Privacy policy