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| ! !! !! !! !! !! !! Canada !! !! !! US !! !! !! !! | | |- |
| | !colspan="2" style="background:white; color:black"| LID Practice |
| | !colspan="3" style="background: orange; color: black"|CANADA |
| | !colspan="5" style="background: brown; color: white"|United States |
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| | Soakaways, Infiltration Trenches and Chambers || || || || || || CVC+TRCA || Toronto- 2016 || LID-SWM Guide 2010 || Massachusets SW BMP-2013 || District of Columbia-SWM Guidebook-2010 || W. Virginia-SWM design guidance manual-2012 || Pennsylvania-City of Philadelphia green St. design manual-2014 || Oregon SWM Manual-2014 | | !colspan="2" style="backgroung=green; color:white"|Soakaways, Infiltration Trenches and Chambers|| CVC+TRCA (Factsheets-2010)<ref> http://www.creditvalleyca.ca/wp-content/uploads/2012/02/lid-swm-guide-apdxa-bioretention.pdf</ref>|| Toronto- 2016 || LID-SWM Guide 2010<ref> http://www.creditvalleyca.ca/wp-content/uploads/2014/04/LID-SWM-Guide-v1.0_2010_1_no-appendices.pdf</ref>|| Massachusets SW BMP-2013 || District of Columbia-SWM Guidebook-2010 || W. Virginia-SWM design guidance manual-2012 || Pennsylvania-City of Philadelphia green St. design manual-2014 || Oregon SWM Manual-2014 |
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| | || || || || || || Factsheets-2010 || || || || || || || | | |Setback from building Foundation(m)|| || 4 || || 4 || || || Max. load of 10:1 for infiltration systems (not specific to LID type) || || |
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| | Setback from building Foundation(m) || || || || || || 4 || || 4 || || || || Max. load of 10:1 for infiltration systems (not specific to LID type) ||
| | | (Impervious drainage/treatment)area || |5:1-20:1, 10:1 recommended || || 5:1-20:1, 10:1 recommended || CDA < 5 acres || CDA < 2 acres (T), < 5 acres (B) || < 2 acres || || CDA: max. 15000 ft2|| |
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| | (Impervious drainage/treatment)area || || || || || || 5:1-20:1, 10:1 recommended || || 5:1-20:1, 10:1 recommended || CDA < 5 acres || CDA < 2 acres (T), < 5 acres (B) || < 2 acres || || CDA: max. 15000 ft2 | |
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| | Natural Slope (%) || || || || || || < 15 || || < 15 || || || || || | | | Natural Slope (%) || || || || || || < 15 || || < 15 || || || || || |