Talk:Enhanced Grass Swale Design Guide
Revision as of 19:16, 3 October 2017 by Muwaffaq Al-Awad (talk | contribs)
LID Practice | CANADA | United States | |||||||||||||||
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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 4 hr. 25 mm(Chicago) | 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) (25 mm Chicago storm event) | max 100 (25 mm storm) | max 100 (25 mm storm) | max 100 (25 mm storm) | ||||||||||||||
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 |