Stormwater wetlands are constructed with varying amounts of the following three components:
The amount of each of the components named above depends on the desired type of stormwater wetland (e.g., shallow wetland). Figure 12.WETL.1 shows the three major types of stormwater wetlands presented in this Manual.
Stormwater wetland design must be tailored to site characteristics; however, some general RECOMMENDED design criteria for shallow wetland, ED shallow wetland, and pond/wetland design are presented below:
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
The proportions of deep water, low marsh, high marsh, and semi-wet marsh are presented above and are defined as: