Talk:Enhanced Grass Swale Design Guide
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This page is an archive, please do not review, use, or cite the information below
| LID Practice | CANADA | United States | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Bioretention | CVC+TRCA (Factsheets-2010)[1] | Toronto- 2016 | LID-SWM Guide 2010[2] | New York State SWM Design Manual-2015 | Massachusets SW BMP-2013 | District of Columbia-SWM Guidebook-2010 | San Diego LID Handbook-2014 | Alabama LID Handbook-2013 | W. Virginia-SWM design guidance manual-2012 | Tennessee-LID Development-SWM 2016 | Texas-LID Technical Guidance Manual-2013 | Oregon SWM Manual-2014 | Oregon State Univ. Fact Sheets-2011 | |
| Swale Length between Culverts | >= 5 | >= 5 | >= 5 | Can amend with 2" of soil media or plant-derived compost to increase infiltration | < 5 acres, capture runoff from 10-20% of the IPCDA, soil could also be 50/50 sand soil mix instead of bioretention media | Compost amendments over full length and width | ||||||||
| Max. Velocity for 25 mm Chicago Storm | 0.5 m/s | 0.5 m/s | 0.5 m/s | |||||||||||
| Setback from Building Foundation(m) | 4 | 4 | ||||||||||||
| (Impervious Drainage/Treatment) Area | 5:1 to 10:1 | 5:1 to 10:1 | CDA < 5 acres and WQV peak flow < 3 cfs | CDA < 2.5 acres | CDA <15000 ft2 | |||||||||
| Longitudinal Slope | (0.5-4.0)%,check dam for >3% | (0.5-4.0)%,check dam for >3% | (0.5-6.0) %, check dam for >3% | |||||||||||
| Bottom Width (m) | 0.75-3.0 | 0.75-3.0 | 0.75-3.0 | |||||||||||
| Length | >= contributing roadway length | |||||||||||||
| Flow Depth (mm) for (25 mm Chicago Storm Event) | max 100 | max 100 | max 100 | |||||||||||
| Side Slope (H:V) | Max. 2.5:1 , 4:1 where space permits | Max. 2.5:1 , 4:1 is prefered | Max. 2.5:1 , 4:1 where space permits | |||||||||||
| Soil Amendments | ||||||||||||||
| Depth (mm) | 300 | 300 | 300 | |||||||||||
| Oganic Content | 8-15% by weight | 8-15% by weight | 8-15% by weight | 3-15% | 5-10 % | |||||||||
| Grass Height (mm) | 75-150 | 150 | ||||||||||||
| Gravel Diaphram | ||||||||||||||
| Diameter (mm) | 3-10 | 3-10 | ||||||||||||
| Min. Wide (mm) | 300 | 300 | ||||||||||||
| Min. Deep (mm) | 600 | 600 | ||||||||||||
| Available Space of the Contributing Drainage Area (%) | 5-15 | 5-15 | ||||||||||||
| Depth between the Bottom of the Swale and High Water Table (m) | >= 1 | >= 1 | ||||||||||||
| Enhanced Grass Swales Area/Contributing Road Surface | 1:1 | |||||||||||||
| Drainage Time of ponded water after the end of storm event (hr.) | < = 24 | |||||||||||||
| CDA or Impervious Ratio | < 5 acres | < 2.5 acres | ||||||||||||
| Filter Media | ||||||||||||||
| Sand | 50% | 85-88% | 70-85 % | 66% | 60% | |||||||||
| Loam | 50% | |||||||||||||
| Soil Fines | 8-12% | 10-20% (silt), max. 10% (clay) | ||||||||||||
| Organic | 5-10 % | > 5% otherwise amend 2" with media | 33% | 40% | ||||||||||
| CEC | > 10 | > 5 | ||||||||||||
| pH | 5.5-7.5 | |||||||||||||