Download the entire Volume 3 Criteria Manual - Urban Drainage ...
Download the entire Volume 3 Criteria Manual - Urban Drainage ... Download the entire Volume 3 Criteria Manual - Urban Drainage ...
Grass Swale T-2 Description Grass swales are densely vegetated trapezoidal or triangular channels with low-pitched side slopes designed to convey runoff slowly. Grass swales have low longitudinal slopes and broad cross-sections that convey flow in a slow and shallow manner, thereby facilitating sedimentation and filtering (straining) while limiting erosion. Berms or check dams may be incorporated into grass swales to reduce velocities and encourage settling and infiltration. When using berms, an underdrain system should be provided. Grass swales are an integral part of the Low Impact Development (LID) concept and may be used as an alternative to a curb and gutter system. Photograph GS-1. This grass swale provides treatment of roadway runoff in a residential area. Photo courtesy of Bill Ruzzo. Site Selection Grass swales are well suited for sites with low to moderate slopes. Drop structures or other features designed to provide the same function as a drop structures (e.g., a driveway with a stabilized grade differential at the downstream end) can be integrated into the design to enable use of this BMP at a broader range of site conditions. Grass swales provide conveyance so they can also be used to replace curb and gutter systems making them well suited for roadway projects. Designing for Maintenance Recommended ongoing maintenance practices for all BMPs are provided in Chapter 6 of this manual. During design, the following should be considered to ensure ease of maintenance over the long-term: • Consider the use and function of other site features so that the swale fits into the landscape in a natural way. This can encourage upkeep of the area, which is particularly important in residential areas where a loss of aesthetics and/or function can lead to homeowners filling in and/or piping reaches of this BMP. Grass Swale Functions LID/Volume Red. Yes WQCV Capture No WQCV+Flood Control No Fact Sheet Includes EURV Guidance No Typical Effectiveness for Targeted Pollutants 3 Sediment/Solids Good Nutrients Moderate Total Metals Good Bacteria Poor Other Considerations Life-cycle Costs Low 3 Based primarily on data from the International Stormwater BMP Database (www.bmpdatabase.org). November 2010 Urban Drainage and Flood Control District GS-1 Urban Storm Drainage Criteria Manual Volume 3
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- Page 125 and 126: Bioretention T-3 Description A BMP
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Grass Swale T-2<br />
Description<br />
Grass swales are densely vegetated<br />
trapezoidal or triangular channels with<br />
low-pitched side slopes designed to<br />
convey runoff slowly. Grass swales<br />
have low longitudinal slopes and broad<br />
cross-sections that convey flow in a slow<br />
and shallow manner, <strong>the</strong>reby facilitating<br />
sedimentation and filtering (straining)<br />
while limiting erosion. Berms or check<br />
dams may be incorporated into grass<br />
swales to reduce velocities and<br />
encourage settling and infiltration.<br />
When using berms, an underdrain<br />
system should be provided. Grass<br />
swales are an integral part of <strong>the</strong> Low<br />
Impact Development (LID) concept and<br />
may be used as an alternative to a curb and<br />
gutter system.<br />
Photograph GS-1. This grass swale provides treatment of roadway<br />
runoff in a residential area. Photo courtesy of Bill Ruzzo.<br />
Site Selection<br />
Grass swales are well suited for sites with low to moderate slopes.<br />
Drop structures or o<strong>the</strong>r features designed to provide <strong>the</strong> same<br />
function as a drop structures (e.g., a driveway with a stabilized<br />
grade differential at <strong>the</strong> downstream end) can be integrated into<br />
<strong>the</strong> design to enable use of this BMP at a broader range of site<br />
conditions. Grass swales provide conveyance so <strong>the</strong>y can also be<br />
used to replace curb and gutter systems making <strong>the</strong>m well suited<br />
for roadway projects.<br />
Designing for Maintenance<br />
Recommended ongoing maintenance practices for all BMPs are<br />
provided in Chapter 6 of this manual. During design, <strong>the</strong><br />
following should be considered to ensure ease of maintenance<br />
over <strong>the</strong> long-term:<br />
• Consider <strong>the</strong> use and function of o<strong>the</strong>r site features so that <strong>the</strong><br />
swale fits into <strong>the</strong> landscape in a natural way. This can<br />
encourage upkeep of <strong>the</strong> area, which is particularly important<br />
in residential areas where a loss of aes<strong>the</strong>tics and/or function<br />
can lead to homeowners filling in and/or piping reaches of<br />
this BMP.<br />
Grass Swale<br />
Functions<br />
LID/<strong>Volume</strong> Red.<br />
Yes<br />
WQCV Capture<br />
No<br />
WQCV+Flood Control No<br />
Fact Sheet Includes<br />
EURV Guidance<br />
No<br />
Typical Effectiveness for Targeted<br />
Pollutants 3<br />
Sediment/Solids<br />
Good<br />
Nutrients<br />
Moderate<br />
Total Metals<br />
Good<br />
Bacteria<br />
Poor<br />
O<strong>the</strong>r Considerations<br />
Life-cycle Costs<br />
Low<br />
3<br />
Based primarily on data from <strong>the</strong><br />
International Stormwater BMP Database<br />
(www.bmpdatabase.org).<br />
November 2010 <strong>Urban</strong> <strong>Drainage</strong> and Flood Control District GS-1<br />
<strong>Urban</strong> Storm <strong>Drainage</strong> <strong>Criteria</strong> <strong>Manual</strong> <strong>Volume</strong> 3