|
|
Line 1: |
Line 1: |
− | | + | <font size=3>'''BMP design considerations for ground water aquifer protection</font size>''''<br> |
− | <center><font size=3>''BMP design considerations for ground water 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]]</center> | |
| <table class="sortable"> | | <table class="sortable"> |
| <tr><th>BMP Group</th> | | <tr><th>BMP Group</th> |
Revision as of 00:39, 26 March 2013
BMP design considerations for ground water 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
|