m |
m |
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<td>1</td> | <td>1</td> | ||
<td></td> | <td></td> | ||
+ | </tr> | ||
+ | <tr> | ||
+ | <td>Constructed wet ponds underlain by soils with an infiltration rate of 0.3 inches per hour or greater (HSG A or B soils)(see [http://tnpermanentstormwater.org/manual/10%20Chapter%205.4.2%20Wet%20Ponds.pdf] or [http://dnr.wi.gov/topic/stormwater/documents/wetpondstd1001.pdf]</td> | ||
</tr> | </tr> | ||
<tr> | <tr> |
Design process for selecting the appropriate liner level.
Link to this table
Condition | Design level | Note |
---|---|---|
Filtration BMP with less than 3 feet of separation to seasonal saturated soil or bedrock | 1 | Required under the Construction Stormwater permit |
BMP in confirmed potential stormwater hotspot with high or very high groundwater pollution potential | 1 | Applies to all post-construction BMPs. See section on Potential stormwater hotspots for more information |
Constructed ponds with less than 3 feet separation from seasonally high water table in a potential hotspot | 1 | |
Constructed wet ponds underlain by soils with an infiltration rate of 0.3 inches per hour or greater (HSG A or B soils)(see [1] or [2] | ||
Karst terrain with high or very high groundwater pollution potential | 1 | See section on karst for more information |
Prevent groundwater intrusion into a BMP requiring aerobic conditions, such as iron-enhanced media | 1 | |
Maintain permanent pool in constructed ponds or constructed wetlands in areas underlain by geologic material that is fractured or has a high infiltration rate | 2 | |
Separation distance from a BMP cannot be achieved | 2 | |
Separate tree BMP from road, parking lot, sidewalk or adjacent walls or building foundation | 2 | To prevent tree root intrusion. See link |