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− | + | <font size="3">'''Summary of wetland design criteria'''</font size><br> | |
− | Link to this [[Stormwater wetland design | + | Link to this [[Stormwater wetland design criteria|table]] |
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<font size="1">*Note: The ED Shallow Wetland design guidance does not meet the MPCA requirements for permanent volume. The guidance may be applied in a stormwater retrofit situation where area requirements preclude the use of a Shallow Wetland</font size> | <font size="1">*Note: The ED Shallow Wetland design guidance does not meet the MPCA requirements for permanent volume. The guidance may be applied in a stormwater retrofit situation where area requirements preclude the use of a Shallow Wetland</font size> | ||
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+ | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Ponds and wetlands (constructed)]] | ||
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Summary of wetland design criteria
Link to this table
Design Criteria | Shallow Wetland | Pond/Wetland | ED Shallow Wetland* |
---|---|---|---|
Wetland/Watershed Ratio (Ac/Ac) | 0.2 | 0.1 | 0.1 |
Minimum Drainage Area (Ac) | 25 | 10 | 25 |
Length to Width Ratio (minimum)(ft/ft) | 2:1 | 2:1 | 2:1 |
Extended Detention (ED) | No | Optional | Yes |
Allocation of Vwq (pool/marsh/ED) in % | 25/75/0 | 70/30/0(includes pond volume) | 25/25/50 |
Allocation of Surface Area (deepwater/low marsh/high marsh/semi-wet) in % | 20/35/40/5 | 45/25/25/5 (includes pond surface area) | 10/35/45/10 |
Forebay | Required | Required | Required |
Micropool | Required | Required | Required |
Outlet Configuration | Reverse-slope pipe or hooded broad-crested weir | Reverse-slope pipe or hooded broad-crested weir | Reverse-slope pipe or hooded broad-crested weir |
*Note: The ED Shallow Wetland design guidance does not meet the MPCA requirements for permanent volume. The guidance may be applied in a stormwater retrofit situation where area requirements preclude the use of a Shallow Wetland
This page was last edited on 3 August 2022, at 13:35.