For inspection purposes only. Consent of copyright owner required ...
For inspection purposes only. Consent of copyright owner required ... For inspection purposes only. Consent of copyright owner required ...
STORMWATER WETLANDS REGIONAL CONTROL Stormwater Wetlands DESCRIPTION tormwater wetlands are similar to retention ponds but with more Semergent aquatic vegetation and a smaller open water area (less than 25% of the water surface area). Stormwater Wetlands are shallow pools that create growing conditions suitable for the growth of marsh plants. They typically have less bio-diversity than natural wetlands. Because wetlands are heavily vegetated, they serve as a natural filter for urban run-off. Stormwater wetlands detain urban runoff, remove pollutants through biological treatment and settlement and provide habitat and aesthetic benefits. Wetlands can be integrated into developments as a community water feature. A Stormwater Wetland in Scotland Construction Cost L and Take PRIMARY CONSIDERATIONS Maintenance Requirements HIGH MEDIUM HIGH BENEFITS �Water Quality Control YES �Water Quantity Control YES �Amenity Value YES �Habitat Creation Value YES �Biological Treatment YES DESIGN �The average depth of the wetland should be 0.5 to 0.75m. The depth of General Design Criteria / Features open water should not exceed 2 metres. �Design to retain water for 14 days Water deeper than 2m inhibits rooted during the wettest months to allow for plant growth, thus providing areas of biological treatment and for settlement open water. However, wetlands can be of solids. designed for flood control by providing �Design to have a minimum permanent flood storage of up to 2m, above the pool of 3 x Vt (Wallingford Procedure). level of the permanent pool. �The simplest form of a constructed �The open water area should be less wetland comprises of a basin with a than 25% of the water surface area. forebay and wetland vegetation area. �Shallow side slopes should be gradual �An adequate water flow is required to (e.g. 1 in 4), as in natural wetlands and ensure a permanent pool of water. should not exceed 3:1 (Horner et al, �Wetlands should have a length-to- 1994) to reduce safety hazards and width ratio of at least 5:1, which helps enable maintenance. prevent short-circuiting (US EPA �Wetlands should be constructed to Factsheets). have no lateral slope perpendicular to �The distance between inlet and outlet the flow path to avoid concentrating the should be maximised. The use of flow in preferred channels. islands and peninsulas will ensure this. �The drainage area should be greater than 5 hectares. Habitat Enhancement �Sediment forebays are recommended �A wetlands ecologist should be to decrease the velocity and sediment consulted about planting so that plants loading. Forebays should be a separate are selected which are capable of cell. It is suggested that they should be 2 pollutant removal, adapted to saturated to 3m deep and contain at least 10% of soil conditions, tolerant of periodic the wetland's treatment volume. inundation by run-off and which can Coarse particles remain trapped in the withstand the dry periods that naturally forebay and maintenance is performed occur in the local area. A diverse native in this smaller pool, eliminating the selection should be planted shortly after need to dredge the entire wetland. constructing the wetland. Mostly Alternatively a detention basin may be perennial species should be selected placed before the wetland, to remove with priority to those that establish settleable solids and protect the wetland rapidly. Vegetation reduces the effect of from extreme fluctuations in water wind which can cause short circuiting of levels during large storms. the wetland. �Effective wetland design displays �If possible, stormwater wetlands "complex microtopography"; wetlands should be located close to natural should have zones of both very shallow waterbodies, to enhance colonisation. and moderately shallow wetlands using However, existing important habitat underwater earth berms to create the areas should be avoided. zones. This design will provide a longer flow path through the wetland to encourage settling and plant diversity and to discourage undesirable plant monocultures. For inspection purposes only. Consent of copyright owner required for any other use. MORE OVERLEAF - 1 of 3 GREATER DUBLIN STRATEGIC DRAINAGE STUDY - ENVIRONMENTAL MANAGEMENT POLICY EPA Export 24-08-2012:23:55:53
STORMWATER WETLANDS REGIONAL CONTROL DESIGN DESIGN Volumetric Design Criteria Other Design Issues 4) Effective Contributing Area: The volume required is defined by a �Stormwater wetlands can accept run- �This is the paved and pervious matrix of parameters, which are off from stormwater hotspots, but need catchment surfaces, which contribute summarised as: significant separation from groundwater run-off after various losses. 1) Depth / Area Storage Relationship: if they will be used for this purpose. �The relationship between contributing �This is largely dictated by topography Where the potential for groundwater area and throttle rate will define the and outfall levels. Volumetric allowances contamination is high, such as in critical duration of the design rainfall for vegetation of up to 25 percent should industrial estates, the use of liners is events. Events will be longer for tighter be provided. required. throttle rates and storage volumes 2) Head / Discharge Relationship: �Wetlands can be used in almost all soils larger. �The pond/basin should be designed to and geology. At sites where infiltration 5) Rainfall Characteristics of the Area: a maximum discharge rate, achieved occurs, it may be necessary to �Ireland has been analysed for when the structure is full. Consideration incorporate an impermeable liner into hydrological characteristics. These have must be given to outfall conditions, e.g. the design in order to maintain a been processed to enable appropriate receiving water levels. permanent pool. design storm events to be produced for 3) Throttle Rate: �Warning signs may be posted during any location, duration and return period. �Throttle sizes are generally a minimum cold periods, to warn of the dangers of This is based on the Flood Studies Report of 150mm. For smaller developments, ice. work carried out in the 1970’s. the volumetric requirement is likely to be �Stormwater wetlands are generally 6) Level of Service: achieved by other drainage components safer than retention ponds but deep �Design should be for a range of return such as lined or unlined permeable zones may still be a hazard. Fencing of periods (1 to 100 years). It is unlikely pavement car parks or soak-aways. wetlands is generally not desirable but that one structure will serve the needs of may be required in some situations. A the various criteria. Temporary flooding preferred method is to manage the of car parks and public space areas are contours of the pond to eliminate drop- likely to be acceptable on occasions. offs and other safety hazards. Barrier The hydraulic implications for loss of planting around the margins will restrict volume due to sediment or vegetation access. should also be considered. �Groundwater inflows and outflows can have a significant effect on a constructed Wetland Buffer (25 feet minimum) wetland system. Groundwater chemistry can affect water quality and Limit 25% of Pond Perimeter Open Grass 25’ Safety Bench Emergency Spillway processes such as sedimentation and vegetation growth. �Construction run-off should be prevented from entering the constructed wetlands as the resulting sediment Weir Wall loading can severely degrade the performance of the system. INFLOW Maintenance Access Road 25’ Wetland Buffer Landscaped with Native Trees / Shrubs for Habitat PLAN VIEW 25’ Waterfowl Island For inspection purposes only. Consent of copyright owner required for any other use. Micropool INFLOW WQy Level Embankment Riser Emergency Spillway Forebay Stable Outfall Gabion Wall OUTFALL High Marsh Low Marsh (Less than 6” Water Depth (Water Depth between 6” and 18”) PROFILE Riser / Barrel Riser in Embankment Low Marsh EXTREME FLOOD CONTROL OVERBANK FLOOD CONTROL CHANNEL PROTECTION Wetlands Wet Marsh Permanent Pool Pond Drain Barrel Reverse Pipe Anti-Seep Collar or Filter Diaphragm FROM PREVIOUS & CONTINUES - 2 of 3 EPA Export 24-08-2012:23:55:53
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STORMWATER WETLANDS REGIONAL<br />
CONTROL<br />
Stormwater Wetlands<br />
DESCRIPTION<br />
tormwater wetlands are similar to<br />
retention ponds but with more<br />
Semergent aquatic vegetation and<br />
a smaller open water area (less than<br />
25% <strong>of</strong> the water surface area).<br />
Stormwater Wetlands are shallow pools<br />
that create growing conditions suitable<br />
for the growth <strong>of</strong> marsh plants. They<br />
typically have less bio-diversity than<br />
natural wetlands. Because wetlands<br />
are heavily vegetated, they serve as a<br />
natural filter for urban run-<strong>of</strong>f.<br />
Stormwater wetlands detain urban run<strong>of</strong>f,<br />
remove pollutants through<br />
biological treatment and settlement and<br />
provide habitat and aesthetic benefits.<br />
Wetlands can be integrated into<br />
developments as a community water<br />
feature.<br />
A Stormwater Wetland in Scotland<br />
Construction Cost<br />
L and Take<br />
PRIMARY CONSIDERATIONS<br />
Maintenance Requirements<br />
HIGH<br />
MEDIUM<br />
HIGH<br />
BENEFITS<br />
�Water<br />
Quality Control YES<br />
�Water<br />
Quantity Control YES<br />
�Amenity<br />
Value YES<br />
�Habitat<br />
Creation Value YES<br />
�Biological<br />
Treatment YES<br />
DESIGN<br />
�The<br />
average depth <strong>of</strong> the wetland<br />
should be 0.5 to 0.75m. The depth <strong>of</strong><br />
General Design Criteria / Features open water should not exceed 2 metres.<br />
�Design<br />
to retain water for 14 days<br />
Water deeper than 2m inhibits rooted<br />
during the wettest months to allow for<br />
plant growth, thus providing areas <strong>of</strong><br />
biological treatment and for settlement<br />
open water. However, wetlands can be<br />
<strong>of</strong> solids.<br />
designed for flood control by providing<br />
�Design<br />
to have a minimum permanent<br />
flood storage <strong>of</strong> up to 2m, above the<br />
pool <strong>of</strong> 3 x Vt (Wallingford Procedure).<br />
level <strong>of</strong> the permanent pool.<br />
�The<br />
simplest form <strong>of</strong> a constructed<br />
�The<br />
open water area should be less<br />
wetland comprises <strong>of</strong> a basin with a<br />
than 25% <strong>of</strong> the water surface area.<br />
forebay and wetland vegetation area.<br />
�Shallow<br />
side slopes should be gradual<br />
�An<br />
adequate water flow is <strong>required</strong> to<br />
(e.g. 1 in 4), as in natural wetlands and<br />
ensure a permanent pool <strong>of</strong> water.<br />
should not exceed 3:1 (Horner et al,<br />
�Wetlands<br />
should have a length-to-<br />
1994) to reduce safety hazards and<br />
width ratio <strong>of</strong> at least 5:1, which helps<br />
enable maintenance.<br />
prevent short-circuiting (US EPA<br />
�Wetlands<br />
should be constructed to<br />
Factsheets).<br />
have no lateral slope perpendicular to<br />
�The<br />
distance between inlet and outlet<br />
the flow path to avoid concentrating the<br />
should be maximised. The use <strong>of</strong><br />
flow in preferred channels.<br />
islands and peninsulas will ensure this.<br />
�The<br />
drainage area should be greater<br />
than 5 hectares.<br />
Habitat Enhancement<br />
�Sediment<br />
forebays are recommended �A<br />
wetlands ecologist should be<br />
to decrease the velocity and sediment consulted about planting so that plants<br />
loading. <strong>For</strong>ebays should be a separate are selected which are capable <strong>of</strong><br />
cell. It is suggested that they should be 2 pollutant removal, adapted to saturated<br />
to 3m deep and contain at least 10% <strong>of</strong> soil conditions, tolerant <strong>of</strong> periodic<br />
the wetland's treatment volume. inundation by run-<strong>of</strong>f and which can<br />
Coarse particles remain trapped in the withstand the dry periods that naturally<br />
forebay and maintenance is performed occur in the local area. A diverse native<br />
in this smaller pool, eliminating the selection should be planted shortly after<br />
need to dredge the entire wetland. constructing the wetland. Mostly<br />
Alternatively a detention basin may be perennial species should be selected<br />
placed before the wetland, to remove with priority to those that establish<br />
settleable solids and protect the wetland rapidly. Vegetation reduces the effect <strong>of</strong><br />
from extreme fluctuations in water wind which can cause short circuiting <strong>of</strong><br />
levels during large storms.<br />
the wetland.<br />
�Effective<br />
wetland design displays �If<br />
possible, stormwater wetlands<br />
"complex microtopography"; wetlands should be located close to natural<br />
should have zones <strong>of</strong> both very shallow waterbodies, to enhance colonisation.<br />
and moderately shallow wetlands using However, existing important habitat<br />
underwater earth berms to create the areas should be avoided.<br />
zones. This design will provide a longer<br />
flow path through the wetland to<br />
encourage settling and plant diversity<br />
and to discourage undesirable plant<br />
monocultures.<br />
<strong>For</strong> <strong>inspection</strong> <strong>purposes</strong> <strong>only</strong>.<br />
<strong>Consent</strong> <strong>of</strong> <strong>copyright</strong> <strong>owner</strong> <strong>required</strong> for any other use.<br />
MORE OVERLEAF - 1 <strong>of</strong> 3<br />
GREATER DUBLIN STRATEGIC DRAINAGE STUDY - ENVIRONMENTAL MANAGEMENT POLICY<br />
EPA Export 24-08-2012:23:55:53