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− | {| class="wikitable" style="width: 175%; height: 200px;" | + | '''This page is an archive, please do not review, use or cite the contents below''' |
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| !colspan="2" style="background:white; color:black"| LID Practice | | !colspan="2" style="background:white; color:black"| LID Practice |
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| !colspan="10" style="background: brown; color: white"|United States | | !colspan="10" style="background: brown; color: white"|United States |
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− | !colspan="2" style="backgroung=green; color:white"|Permeable Pavement|| 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>|| LID-Design Guide Edmonton- 2014|| 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 || Rhode Island-SW design & Installation Standards Manual-2012 || Minnesota SW Manual-2016 || Tennessee-LID Development-SWM 2016 || Texas-LID Technical Guidance Manual-2013 | + | !colspan="2" style="backgroung=green; color:white"|Permeable Pavement|| CVC+TRCA (Factsheets-2010)<ref> http://www.creditvalleyca.ca/wp-content/uploads/2012/02/lid-swm-guide-apdxa-permeable-pavement.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>|| LID-Design Guide Edmonton- 2014|| 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 || Rhode Island-SW design & Installation Standards Manual-2012 || Minnesota SW Manual-2016 || Tennessee-LID Development-SWM 2016 || Texas-LID Technical Guidance Manual-2013 |
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− | |colspan="2" |'''(Impervious /permeable pavemet) area''' || <= 1.2 || || <= 1.2 || < =3.0 || Limit CDA to small adjacent impervious area || || 2-5 X the SA of PP || 2:1 || 3:1 || 2:1 || DA nolimit, runoff from surrounding areas minimized || 2:1-5:1 Note 1 || L1- 1:1, L2- No IP Note 2 || 1:1 | + | |colspan="2" style="color:red"| '''(Impervious /Permeable Pavemet) Area''' || <= 1.2 || || <= 1.2 || < =3.0 || Limit CDA to small adjacent impervious area || || 2-5 X the SA of PP || 2:1 || 3:1 || 2:1 || DA nolimit, runoff from surrounding areas minimized || 2:1-5:1 Note 1 || L1- 1:1, L2- No IP Note 2 || 1:1 |
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− | |colspan="2"| '''Depth to high water table (m)''' || 1 || || at least 1 || 0.6-1.0 || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Depth to High Water Table (m)''' || 1 || || at least 1 || 0.6-1.0 || || || || || || || || || || |
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− | |colspan="2" |'''Slope of permeable pavement surface (%)''' || 1-5 || || 1-5 || 0.5-2.0 || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Slope of Permeable Pavement Surface (%)''' || 1-5 || || 1-5 || 0.5-2.0 || || || || || || || || || || |
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− | |colspan="2" | '''A capped vertical sandpipe, perfored instaled to the bottom of the facility to monitor drainage time''' || 100-150 mm || || || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''A capped vertical standpipe, perforated instaled to the bottom of the facility to monitor drainage time''' || 100-150 mm || || || || || || || || || || || || || |
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− | |colspan="2" | '''Botom slope if the system is not designed for infiltratin (%)''' || 1-5 || || 1-5 || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Bottom Slope if the system is not designed for infiltratin (%)''' || 1-5 || || 1-5 || || || || || || || || || || || |
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− | |colspan="2" | '''Drainage time of the pavement reservoir after the storm event''' || < 72 hr || || recommended 48 || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Drainage Time of the pavement reservoir after the storm event''' || < 72 hr || || recommended 48 || || || || || || || || || || || |
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− | |colspan="2" | '''Setback from building Foundation(m)''' || 4 || || 4 || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Setback from Building Foundation(m)''' || 4 || || 4 || || || || || || || || || || || |
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− | |colspan="2"| '''Material''' | + | |colspan="2" style="color:red"|'''Material''' |
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− | |colspan="2" style="text-align: right;| Pervious Concrete || || || || || || || || || || || || || || || || || || | + | |colspan="2" style="color:red"|'''Pervious Concrete''' || || || || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;| Compressive strength (Mpa) || || || || || 5.5-20 || || || || || PA and PC must have 10-25% VS,sub-base 40% VS || || || PC VS:15-25%; PA VS: 15-20%; PICP VS:8-20%; CGP VS:20-50% || PICP OA: 5-15%, CGP OVC: 20-50%; PC VC:15-25%; PA VC: 15-20% || PA/PC: 10-25% void space, pavers 15% void ratio || || || | + | |colspan="2" style="text-align: right;| Compressive strength (Mpa) || 5.5-20 || || || || || PA and PC must have 10-25% VS,sub-base 40% VS || || || PC VS:15-25%; PA VS: 15-20%; PICP VS:8-20%; CGP VS:20-50% || PICP OA: 5-15%, CGP OVC: 20-50%; PC VC:15-25%; PA VC: 15-20% || PA/PC: 10-25% void space, pavers 15% void ratio || || || |
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− | |colspan="2" style="text-align: right;|Void ratio (%) || || || || || 14-31 || 15-25 || 14-31 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Void ratio (%) || 14-31 || 15-25 || 14-31 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;| Permeability (mm/hr) || || || || || 900-21500 || 900-21500 || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;| Permeability (mm/hr) || 900-21500 || 900-21500 || || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Thickness (mm) || || || || || 100-150 || 100-150 || 100-150 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Thickness (mm) || 100-150 || 100-150 || 100-150 || || || || || || || || || || || |
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− | |colspan="2"|'''Porous Asphalt''' | + | |colspan="2" style="color:red"|'''Porous Asphalt''' |
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− | |colspan="2" style="text-align: right;| Air voids (%) || || || || || min. 16 || min. 16 || min. 16 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;| Air Voids (%) || min. 16 || min. 16 || min. 16 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;| Thickness (mm) || || || || || 50-100 || 50-100 || 50-100 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;| Thickness (mm) || 50-100 || 50-100 || 50-100 || || || || || || || || || || || |
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− | |colspan="2"|'''Permeable Pavers''' | + | |colspan="2" style="color:red"|'''Permeable Pavers''' |
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− | |colspan="2" style="text-align: right;| Diameter of crushed aggregate (mm) || || || || || 5 || || 5 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;| Diameter of Crushed Aggregate (mm) || 5 || || 5 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;| Thickness for vehicular applications (mm) || || || || || 80 || || 80 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;| Thickness for Vehicular Applications (mm) || 80 || || 80 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;| Thickness for pedistrian applications (mm) || || || || || 60 || || 60 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;| Thickness for Pedestrian Applications (mm) || 60 || || 60 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;| Joint widths for pedistrian applications (mm) || || || || || < 15 || || < 15 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;| Joint widths for pedistrian applications (mm) || < 15 || || < 15 || || || || || || || || || || || |
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− | |colspan="2"|'''Interlocking concrete pavers''' | + | |colspan="2" style="color:red"|'''Interlocking concrete pavers''' |
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− | |colspan="2" style="text-align: right;|Thickness (mm) || || || || || || 60-80 || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Thickness (mm) || ||60-80 || || || || || || || || || || || || |
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− | |colspan="2"|'''Stone reservoir''' | + | |colspan="2" style="color:red"| '''Stone reservoir''' |
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− | |colspan="2" style="text-align: right;|Filter course diameter || || || || || || || || 10-12 mm || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Filter course diameter (mm)|| || || || 10-12 || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Depth below base pf pavement || || || || || || || || 25-30 || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Depth below base of pavement (mm) || || || || 25-30 || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Depth below subbase, mm || || || || || || || || 50-500 || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Depth below subbase, (mm) || || || || 50-500 || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Subbase diameter || || || || || || || || 25-40 mm || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Subbase diameter (mm) || || || || 25-40 || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Depth below filter course || || || || || || || || 50-250 mm || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Depth below filter course (mm)|| || || || 50-250 || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Granular subbase stone diameter (mm) || || || || || 50 || 50 || 50 || > 50 || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Granular subbase stone diameter (mm) || 50 || 50 || 50 || > 50 || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Void space ratio || || || || || 0.4 || || 0.4 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Void space ratio ||0.4 || || 0.4 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Granular base stone diameter (mm) || || || || || 20 || || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Granular base stone diameter (mm) || 20 || || || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Void space ratio || || || || || || 0.3-0.4 || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Void space ratio || || 0.3-0.4 || || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Bedding stone diameter (mm) || || || || || 5 || 5 || 5 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Bedding stone diameter (mm) || 5 || 5 || 5 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Void ratio (%) || || || || || || 0.3-0.4 || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Time to drain stone bed, (hr.) || || 24-72 || || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Time to drain stone bed, hr || || || || || || 24-72 || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Thickness (mm) ||40-75 || 40-75 || 40-75 || || || || || || || || || || || |
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− | |colspan="2" style="text-align: right;|Thickness (mm) || || || || || 40-75 || 40-75 || 40-75 || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Geotextile''' |
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− | |colspan="2" |G'''eotextle''' | + | |colspan="2" style="text-align: right;|Between stone reseroir and native soil || || || || || || || || || || || || || || |
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− | | || Between stone reseroir and native soil || || || || || || || || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Underdrain (optional), infiltratio rate <15 mm/hr''' |
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− | | || Underdrain (optional), infiltratio rate <15 mm/hr || || || || || || || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Diameter (mm) || >= 100 || > 200 || >= 100 || || || || || || || || || || || |
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− | | || Diameter (mm) || || || || || >= 100 || > 200 || >= 100 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Diameter of perforations in pipes (mm) || 10 || || 10 || || || || || || || || || || || |
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− | | || Diameter of perforations in pipes (mm) || || || || || 10 || || 10 || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|Above the bottom of the gravel layer (mm) || || 100 || || || || || || || || || || || || |
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− | | || Above the bottom of the gravel layer (mm) || || || || || || 100 || || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Facilties reciving road runoff are not located within time of travel wellhead protection areas, (year)''' || 2 || || 2 || || || || || || || || || || || |
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− | | Facilties reciving road runoff are not located within time of travel || || || || || || 2 || || 2 || || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Subsoil infiltration rate,(mm/hr.)''' || || || || >= 13 || || || || || || || || || || |
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− | | wellhead protection areas, year || || || || || || || || || || || || || || || || || || || | + | |colspan="2" style="text-align: right;|When contact with anti-skid material || || || || >= 26 || || || || || || || || || || |
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− | | Subsoil infiltration rate, mm/hr. || || || || || || || || || >= 13 || || || || || || || || || || | + | |colspan="2" style="text-align: right;|When contributing area > 4 hectares || || || || >=35 || || || || || || || || || || |
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− | | When contact with anti-skid material || || || || || || || || || >= 26 || || || || || || || || || || | + | |colspan="2" style="color:red"| '''Emptying Time, (hrs.)''' || || || || < 72 || || || || || || || || || || |
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− | | When contributing area > 4 hectares || || || || || || || || || >=35 || || || || || || || || || ||
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− | | Emptying Time, hrs. || || || || || || || || || < 72 || || || || || || || || || ||
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| + | - '''Note 1''': IP ratio increases when clean roof runoff, or if runoff pre-treated; PICP OA: 5-15%, PC VC:15-35%; PA VC:16-20% |
| + | - '''Note 2''': L1-45% runoff reduction credit, L2-75%; PICP: 5-15% OA; CGP: 20-50% OVC; PC: 15-25%; PA: 15-20% |