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low impact development

low impact development. strategies and techniques. jennifer j. bitting, pe the low impact development center, inc. june 2008. hydrologic analysis low impact development (lid) site planning strategies lid best management practice selection. outline.

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low impact development

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  1. low impact development strategies and techniques jennifer j. bitting, pe the low impact development center, inc. june 2008

  2. hydrologic analysis • low impact development (lid) site planning strategies • lid best management practice selection outline

  3. hydrologic analysis • lid hydrologic considerations • lid hydrologic evaluation steps

  4. Post development Q Pre-development T Runoff Hydrograph hydrologic considerations • runoff volume control • peak runoff rate control • flow frequency/duration control • water quality control

  5. hydrologic analysis • lid hydrologic considerations • lid hydrologic evaluation steps

  6. hydrologic evaluation steps • delineate the watershed and microwatershed areas • determine design storm • define modeling technique to be used • evaluate predevelopment conditions (baseline) • evaluate site planning benefits • evaluate lid practice benefits • evaluate supplemental needs

  7. hydrologic analysis • low impact development (lid) site planning strategies • lid best management practice selection outline

  8. lid site planning strategies • define development envelope and protected areas • reduce limits of clearing and grading • use site fingerprinting • use drainage as a design element • minimize impervious areas • disconnect impervious areas • increase flow path length

  9. define development envelope and protected areas

  10. reduce limits of clearing and grading

  11. use site fingerprinting • place buildings in areas of poor draining soils • save soils that drain well for groundwater recharge

  12. use drainage as a design element Source: “Art for Rain’s Sake,” Landscape Architecture Magazine, September 2006

  13. 82.35 acres of public street 53.32 acres of public street 35% difference • alternative roadway layout • narrow road sections • reduce sidewalks to one side of the road • reduce on-street parking • reduce rooftop area • design driveways to be: • shared • narrow • short • permeable minimize impervious areas

  14. Source: Seattle Public Utilities http://www.seattle.gov/util/About_SPU/Drainage_&_Sewer_System/Natural_Drainage_Systems/Street_Edge_Alternatives/SPU_001805.asp • alternative roadway layout • narrow road sections • reduce sidewalks to one side of the road • reduce on-street parking • reduce rooftop area • design driveways to be: • shared • narrow • short • permeable minimize impervious areas

  15. alternative roadway layout • narrow road sections • reduce sidewalks to one side of the road • reduce on-street parking • reduce rooftop area • design driveways to be: • shared • narrow • short • permeable minimize impervious areas Source: Seattle Public Utilities http://www.seattle.gov/util/About_SPU/Drainage_&_Sewer_System/Natural_Drainage_Systems/Street_Edge_Alternatives/SPU_001805.asp

  16. alternative roadway layout • narrow road sections • reduce sidewalks to one side of the road • reduce on-street parking • reduce rooftop area • design driveways to be: • shared • narrow • short • permeable minimize impervious areas Source: Seattle Public Utilities http://www.seattle.gov/util/About_SPU/Drainage_&_Sewer_System/Natural_Drainage_Systems/Street_Edge_Alternatives/SPU_001805.asp

  17. alternative roadway layout • narrow road sections • reduce sidewalks to one side of the road • reduce on-street parking • reduce rooftop area • design driveways to be: • shared • narrow • short • permeable minimize impervious areas

  18. disconnect impervious areas • disconnecting roof drains and directing flows to vegetated areas • directing flows from paved areas to stabilized vegetated areas • breaking up flow direction from large paved surfaces • encouraging sheet flow through vegetated areas

  19. disconnect impervious areas • disconnecting roof drains and directing flows to vegetated areas • directing flows from paved areas to stabilized vegetated areas • breaking up flow direction from large paved surfaces • encouraging sheet flow through vegetated areas

  20. increase flow path length • maximize overland sheet flow • lengthen flow paths • increase vegetation • minimize slopes • increase surface roughness

  21. increase flow path length • maximize overland sheet flow • lengthen flow paths • increase vegetation • minimize slopes • increase surface roughness

  22. increase flow path length • maximize overland sheet flow • lengthen flow paths • increase vegetation • minimize slopes • increase surface roughness

  23. increase flow path length • maximize overland sheet flow • lengthen flow paths • increase vegetation • minimize slopes • increase surface roughness

  24. hydrologic analysis • low impact development (lid) site planning strategies • lid best management practice selection outline

  25. bioretention • filter strips • vegetated buffers • bioswale/grassed swale • rain barrels • cisterns • green roofs • porous pavement lid bmps

  26. bioretention source: http://www.artfulrainwaterdesign.net/projects/ source: http://www.cuyahogaswcd.org/grantfunded-raingardens.htm

  27. green roofs source: http://www.thisoldhouse.com/toh/photos/0,,1599531,00.html intensive extensive source: http://www.wsud.org/Pic_Pages/Green_roofs.htm

  28. vegetated buffers source: http://www.sf.adfg.state.ak.us/SARR/restoration/techniques/intro.cfm

  29. cistern source: http://www.tfssolar.com/134/sonora-co-housing-residence/

  30. rain barrel source: http://johnwesleymillercompanies.com/tucson-water.html source: http://www.iaswcd.org/district_tools/PWQ/temp/PWQ/PathwayBarrel.htm

  31. bioswale / grassed swale source: http://www.wbdg.org/resources/lidtech.php source: http://www.fceo.co.franklin.oh.us/images/Bioswale.jpg

  32. porous pavement source: http://www.metrokc.gov/kcdot/roads/eng/lid/militaryS272/porousconcrete.cfm source:http://www.hort.cornell.edu/UHI/outreach/index.html source: http://www.paving.org.uk/permeable.php

  33. vegetated filter strip source:http://www.wsdot.wa.gov/Environment/WaterQuality/Research/Reports.htm

  34. lid best management practices selection • define hydrologic control required. • evaluate site constraints. • screen for candidate practices. • evaluate candidate bmps in various configurations. • select preferred configuration and design. • supplement with conventional controls, if necessary.

  35. define hydrologic control required • runoff volume • peak discharge • frequency and duration of discharge • groundwater recharge requirements • water quality goals

  36. evaluate site opportunities and constraints • space required • soil type • slopes • depth to groundwater • proximity to foundations

  37. select practices • technical feasibility • economic considerations • construction • maintenance • waste disposal • social aspects • shade • noise reduction • environmental impacts • air pollution

  38. evaluate bmps in various configurations • check the combination of bmps for compliance with hydrologic goals • adjust the number and size of the bmps until the hydrologic goals are met

  39. lid best management practice selection • define hydrologic control required. • evaluate site constraints. • screen for candidate practices. • evaluate candidate bmps in various configurations. • select preferred configuration and design. • supplement with conventional controls, if necessary.

  40. three aspects of lid • hydrologic analysis • lid site planning strategies • lid best management practices establishes the goal uses site features to achieve the goal adds additional measures to meet the goal

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