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− | <font size=3>'''BMP design considerations for ground water aquifer protection</font size>'''<br> | + | <font size=3>'''BMP design considerations for groundwater aquifer protection</font size>'''<br> |
| Link to this [[BMP design considerations for ground water aquifer protection|table]] | | Link to this [[BMP design considerations for ground water aquifer protection|table]] |
| <table class="sortable"> | | <table class="sortable"> |
Revision as of 21:11, 29 March 2013
BMP design considerations for groundwater aquifer protection
Link to this table
BMP Group |
Design Consideration |
Bioretention |
- OK with proper caution for PSH
|
Filtration |
- OK with proper caution for PSH
- Open channels are OK, but polluted runoff must be adequately pretreated
|
Infiltration |
- Provide a 100-foot horizontal separation distance from wells and three-foot vertical distance from the water table
- No PSH runoff, unless treated by another practice, such as a filtering system
- Needed pre-treatment of all runoff except rooftop
|
Stormwater Ponds |
- Needed liner if A soils or active karst are present
- Pre-treat PSH runoff
- Provide a separation distance from well or water table to BMP
|
Constructed Stormwater Wetlands |
- May needed liner if A soils or active karst are present
- Pre-treat PSH runoff
- Provide a separation distance from well or water table to BMP
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