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["BC","BC",null,null,"BMPs",null,null,null,"General Setting",null,"Pollutants",null,"Other Information","Background Info"]
["Unique ID","Unique","ID","Unique ID","NPDES Permit Area","Specific BMP","Multiple BMPs","Retrofit","Study Location","Land Use","Primary Pollutant","Secondary Pollutant",null,"Author","Year Published","Title","Title","Source","Available On-line","Internet Address","Duration","Statistical Analyses","Performance Metrics","Get Full Report?","Notes","Reviewed?","Full Article?"]
[{"$f":"B3&C3","v":"WST5"},"WST",5,1,"controlling runoff","manufactured device","no","no","Australia","residential","multiple","nutrients, sediment",null,"A. Khastagir; L. N. N. Jayasuriya",2010,"Impacts of Using Rainwater Tanks on Stormwater Harvest and Runoff Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E2\",\"Impacts of Using Rainwater Tanks on Stormwater Harvest and Runoff Quality\")","v":"Impacts of Using Rainwater Tanks on Stormwater Harvest and Runoff Quality"},"Water Science and Technology, Vol 62, No 2, p324-329",{"$f":"IF(LEN(T3)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/06202/wst062020324.htm","unknown- need full report","yes","concentration",{"$f":"IF(OR(U3=\"unknown- need full report\",V3=\"unknown- need full report\",W3=\"unknown- need full report\",I3=\"unknown\",K3=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A3,#REF!,2,FALSE),(IF(B3=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave7","permpave",7,2,"controlling runoff","porous pavement","no","no","not available","commercial","flow","not applicable",null,"Abbot, C.L.; Comino-Mateos, L.",2003,"In-Situ hydraulic performance of permeable pavement of  a permeable pavement sustainable urban drainage system",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E3\",\"In-Situ hydraulic performance of permeable pavement of  a permeable pavement sustainable urban drainage system\")","v":"In-Situ hydraulic performance of permeable pavement of  a permeable pavement sustainable urban drainage system"},"Journal of the Chartered Institution of Water & Environmental Management","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1747-6593.2003.tb00460.x/abstract?systemMessage=Wiley+Online+Library+will+be+disrupted+6+Aug+from+10-12+BST+for+monthly+maintenance","13 months","unknown","flow","no",null,"COD",{"$f":"IFERROR(VLOOKUP(A4,#REF!,2,FALSE),(IF(B4=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp26","bmp",26,3,"controlling runoff","rain garden","yes","no","not available","mixed urban","multiple","flow, sediment, toxics",null,"Ackerman, Drew; Stein, Eric D.",2008,"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E4\",\"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling\")","v":"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling"},"Journal of Environmental Engineering, Aug 2008, Vol 134, Issue 8, p628-639","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?166068","10 years","yes","model","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A5,#REF!,2,FALSE),(IF(B5=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp26","bmp",26,3,"controlling runoff","biofilter","yes","no","not available","mixed urban","multiple","flow, sediment, toxics",null,"Ackerman, Drew; Stein, Eric D.",2008,"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E4\",\"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling\")","v":"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling"},"Journal of Environmental Engineering, Aug 2008, Vol 134, Issue 8, p628-639","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?166068","10 years","yes","model","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A6,#REF!,2,FALSE),(IF(B6=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM16","MM",16,4,"controlling runoff","infiltration basin","no","no","Pierce County, WA","multiple","multiple","sediment, nutrients, toxics, bacteria",null,"Adolfson Associates Inc.; Brown and Caldwell",1995,"Pilot Evaluation: Subsurface Stormwater Disposal Facilities, Clover/Chambers Creek Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E5\",\"Pilot Evaluation: Subsurface Stormwater Disposal Facilities, Clover/Chambers Creek Basin\")","v":"Pilot Evaluation: Subsurface Stormwater Disposal Facilities, Clover/Chambers Creek Basin"},"Washington State Department of Ecology, Tacoma-Pierce County Health Department, Pierce County Public Works Surface Water Management","no",null,"4.5 years","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A7,'[1]Full Articles'!$A$3:$B$312,2,FALSE),(IF(B7=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC16","PSC",16,5,"public education and outreach","education","yes","no","Goteborg, Sweden","mixed urban","toxics","not applicable",null,"Ahlman, S.\nMalm, A.\nKant, H.\nSvensson, G.\nKarlsson, P.",2005,"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E6\",\"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution\")","v":"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution"},"Water Science & Technology; 2005, Vol. 52 Issue 5, p9-16","yes","http://www.iwaponline.com/wst/05205/wst052050009.htm","not available","no","model","no",null,"COD",{"$f":"IFERROR(VLOOKUP(A8,#REF!,2,FALSE),(IF(B8=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC16","PSC",16,5,"pollution prevention and municipal operations","other","yes","no","Goteborg, Sweden","mixed urban","toxics","not applicable",null,"Ahlman, S.\nMalm, A.\nKant, H.\nSvensson, G.\nKarlsson, P.",2005,"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E6\",\"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution\")","v":"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution"},"Water Science & Technology; 2005, Vol. 52 Issue 5, p9-16","yes","http://www.iwaponline.com/wst/05205/wst052050009.htm","not available","no","model","no",null,"COD",{"$f":"IFERROR(VLOOKUP(A9,#REF!,2,FALSE),(IF(B9=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC11","BC",11,6,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A10,#REF!,2,FALSE),(IF(B10=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC11","BC",11,6,"controlling runoff","oil water separator","yes","yes","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A11,#REF!,2,FALSE),(IF(B11=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC11","BC",11,6,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A12,#REF!,2,FALSE),(IF(B12=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC11","BC",11,6,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A13,#REF!,2,FALSE),(IF(B13=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E8\",\"BMP Database Bibliography\")","v":"BMP Database Bibliography"},"International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A14,#REF!,2,FALSE),(IF(B14=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A15,#REF!,2,FALSE),(IF(B15=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A16,#REF!,2,FALSE),(IF(B16=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A17,#REF!,2,FALSE),(IF(B17=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","street sweeping","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A18,#REF!,2,FALSE),(IF(B18=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A19,#REF!,2,FALSE),(IF(B19=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B20&C20","v":"rg15"},"rg",15,8,"pollution prevention and municipal operations","rain garden","no","no","Minnesota","mixed urban","other","not applicable",null,"Asleson, Brooke C.; Nestingen, Rebecca S.; Gilliver, John S.; Hozalski, Raymond M.; Nieber, John L.",2009,"Performance Assessment of Rain Gardens",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E9\",\"Performance Assessment of Rain Gardens\")","v":"Performance Assessment of Rain Gardens"},"Journal of the American Water Resources Association; Aug2009, Vol. 45 Issue 4, p1019-1031, 13p",{"$f":"IF(LEN(T20)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2009.00344.x/abstract","unknown- need full report","yes","flow",{"$f":"IF(OR(U20=\"unknown- need full report\",V20=\"unknown- need full report\",W20=\"unknown- need full report\",I20=\"unknown\",K20=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A20,#REF!,2,FALSE),(IF(B20=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC88","BC",88,9,"controlling runoff","rain garden","no","yes","Minnesota","residential","flow","not applicable",null,"Asleson, Brooke C.; Nestingen, Rebecca S.; Gilliver, John S.; Hozalski, Raymond M.; Nieber, John L.",2007,"The development and application of a four-level rain garden assessment methodology",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E10\",\"The development and application of a four-level rain garden assessment methodology\")","v":"The development and application of a four-level rain garden assessment methodology"},"University of Minnesota St. Anthony Falls Laboratory","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7733","1 year","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A21,#REF!,2,FALSE),(IF(B21=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["construc41","construc",41,10,"controlling runoff","source control","no","no","not available","not available","sediment","not applicable",null,"Babcock, D. L.; McLaughlin, R. A.",2011,"Runoff water quality and vegetative establishment for groundcovers on steep slopes",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E11\",\"Runoff water quality and vegetative establishment for groundcovers on steep slopes\")","v":"Runoff water quality and vegetative establishment for groundcovers on steep slopes"},"Journal of Soil & Water Conservation; Mar/Apr2011, Vol. 66 Issue 2, p132-141, 10p","yes","http://www.jswconline.org/content/66/2/132.abstract","not available","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A22,#REF!,2,FALSE),(IF(B22=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC72","BC",72,11,"controlling runoff","porous pavement","no","no","Durham, NH","commercial","sediment","not applicable",null,"Ballestero, Thomas P.; Roseen, Robert M.; Briggs, Joshua; Puls, Tim",2009,"Reduction in Infiltration Capacity of Porous Asphalt and a Survey of Cleaning Methods and Their Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E12\",\"Reduction in Infiltration Capacity of Porous Asphalt and a Survey of Cleaning Methods and Their Effectiveness\")","v":"Reduction in Infiltration Capacity of Porous Asphalt and a Survey of Cleaning Methods and Their Effectiveness"},"University of New Hampshire Stormwater Center","yes","http://www.vaasphalt.org/documents/porous/Porous_Asphalt_Paving_Cleaning_Maintenance.pdf","5 years","yes","flow","have full report","power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A23,#REF!,2,FALSE),(IF(B23=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC66","BC",66,12,"controlling runoff","LID","yes","no","not available","multiple","multiple","nutrients, toxics",null,"Ballestero, Thomas P.; Roseen, Robert M.; Houle, James P.; Watts, Alison W.",2009,"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E13\",\"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff\")","v":"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff"},"University of New Hampshire Stormwater Center; TRB 88th Annual Meeting, Washington DC.  14 January 2009","yes","http://www.unh.edu/unhsc/presentations","not applicable","no","paper","have full report","general power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A24,#REF!,2,FALSE),(IF(B24=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC66","BC",66,12,"controlling runoff","infiltration basin","yes","no","not available","multiple","multiple","nutrients, toxics",null,"Ballestero, Thomas P.; Roseen, Robert M.; Houle, James P.; Watts, Alison W.",2009,"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E13\",\"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff\")","v":"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff"},"University of New Hampshire Stormwater Center; TRB 88th Annual Meeting, Washington DC.  14 January 2009","yes","http://www.unh.edu/unhsc/presentations","not applicable","no","paper","have full report","general power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A25,#REF!,2,FALSE),(IF(B25=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC66","BC",66,12,"controlling runoff","porous pavement","yes","no","not available","multiple","multiple","nutrients, toxics",null,"Ballestero, Thomas P.; Roseen, Robert M.; Houle, James P.; Watts, Alison W.",2009,"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E13\",\"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff\")","v":"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff"},"University of New Hampshire Stormwater Center; TRB 88th Annual Meeting, Washington DC.  14 January 2009","yes","http://www.unh.edu/unhsc/presentations","not applicable","no","paper","have full report","general power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A26,#REF!,2,FALSE),(IF(B26=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp53","bmp",53,13,"controlling runoff","media filter","yes","yes","California","transportation","multiple","sediment, toxics",null,"Barrett, Michael E.",2005,"Performance Comparison of Structural Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E14\",\"Performance Comparison of Structural Stormwater Best Management Practices\")","v":"Performance Comparison of Structural Stormwater Best Management Practices"},"Water Environment Research, Jan/Feb 2005, Vol 77, Issue 1, p78-86","yes","http://www.ncbi.nlm.nih.gov/pubmed/15765939","not applicable","yes","concentration",{"$f":"IF(OR(U27=\"unknown- need full report\",V27=\"unknown- need full report\",W27=\"unknown- need full report\",I27=\"unknown\",K27=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A27,#REF!,2,FALSE),(IF(B27=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp53","bmp",53,13,"controlling runoff","retention pond","yes","yes","California","transportation","multiple","sediment, toxics",null,"Barrett, Michael E.",2005,"Performance Comparison of Structural Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E14\",\"Performance Comparison of Structural Stormwater Best Management Practices\")","v":"Performance Comparison of Structural Stormwater Best Management Practices"},"Water Environment Research, Jan/Feb 2005, Vol 77, Issue 1, p78-86","yes","http://www.ncbi.nlm.nih.gov/pubmed/15765939","not applicable","yes","concentration",{"$f":"IF(OR(U28=\"unknown- need full report\",V28=\"unknown- need full report\",W28=\"unknown- need full report\",I28=\"unknown\",K28=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A28,#REF!,2,FALSE),(IF(B28=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB9","CB",9,14,"controlling runoff","media filter","no","yes","California","transportation","multiple","nutrients, sediment, toxics ",null,"Barrett, Michael E.",2003,"Performance, Cost, and Maintenance Requirements of Austin Sand Filters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E15\",\"Performance, Cost, and Maintenance Requirements of Austin Sand Filters\")","v":"Performance, Cost, and Maintenance Requirements of Austin Sand Filters"},"Journal of Water Resources Planning and Management","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v129/i3/p234_s1?isAuthorized=no","3 years","yes","concentration & flow","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A29,#REF!,2,FALSE),(IF(B29=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC70","BC",70,15,"controlling runoff","porous pavement","no","yes","Austin, TX","transportation","multiple","sediment, toxics",null,"Barrett, Michael E.; Shaw, Christopher B.",2006,"Stormwater Quality Benefits of a Porous Asphalt Overlay",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E16\",\"Stormwater Quality Benefits of a Porous Asphalt Overlay\")","v":"Stormwater Quality Benefits of a Porous Asphalt Overlay"},"Texas DOT Report No. FHWA/TX-07/0-4605-2","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/paving_docs/Porous%20Asphalt%20Overlay%20WQ-Barrett%202006%20.pdf","28 months","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A30,#REF!,2,FALSE),(IF(B30=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC90","BC",90,16,"public education and outreach","source control","yes","no","Plymouth and Maple Grove, MN","residential","multiple","nutrients, sediment",null,"Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica",2006,"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E17\",\"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs\")","v":"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7750","5 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A31,#REF!,2,FALSE),(IF(B31=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC90","BC",90,16,"controlling runoff","rain garden","yes","no","Plymouth and Maple Grove, MN","residential","multiple","nutrients, sediment","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica",2006,"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E17\",\"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs\")","v":"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7750","5 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A32,#REF!,2,FALSE),(IF(B32=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC90","BC",90,16,"controlling runoff","detention basin","yes","no","Plymouth and Maple Grove, MN","residential","multiple","nutrients, sediment","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica",2006,"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E17\",\"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs\")","v":"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7750","5 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A33,#REF!,2,FALSE),(IF(B33=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC75","BC",75,17,"pollution prevention and municipal operations","street sweeping","no","no","Seattle, WA","mixed urban","multiple","sediment, toxics",null,"Basketfield, Shelly; Frodge, Jonathan; Takahashi, Emiko; Williamson, Scott",2010,"Street Sweeping for Water Quality: Business Case No. 1",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E18\",\"Street Sweeping for Water Quality: Business Case No. 1\")","v":"Street Sweeping for Water Quality: Business Case No. 1"},"Seattle Public Utilities, Utility System Management Branch","yes","http://www.seattle.gov/util/Services/Drainage_&_Sewer/Keep_Water_Safe_&_Clean/Street_Sweep_Project/index.asp","1 year","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A34,#REF!,2,FALSE),(IF(B34=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp51","bmp",51,18,"controlling runoff","LID","multiple","no","Scotland","mixed urban","multiple","nutrients, sediment",null,"Bastien, Nicolas; Arthur, Scott; Wallis, Stephen; Scholz, Miklas",2010,"Optimising Regional Sustainable Drainage Systems Pond Performance Using Treatment Trains",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E19\",\"Optimising Regional Sustainable Drainage Systems Pond Performance Using Treatment Trains\")","v":"Optimising Regional Sustainable Drainage Systems Pond Performance Using Treatment Trains"},"Desalination & Water Treatment, Jul 2010, Vol 19, Issue 1-3, p2-11.  ","yes","http://web.sbe.hw.ac.uk/staffprofiles/bdgsa/Scott%20Arthur%20Papers/2_7518.pdf","not applicable","yes","model",{"$f":"IF(OR(U35=\"unknown- need full report\",V35=\"unknown- need full report\",W35=\"unknown- need full report\",I35=\"unknown\",K35=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A35,#REF!,2,FALSE),(IF(B35=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WET13","WET",13,19,"controlling runoff","wetlands","no","no","not available","not available","not available","not available",null,"Bautista, Mark F.; Geiger, N. Stan",1993,"Wetlands for Stormwater Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E20\",\"Wetlands for Stormwater Treatment\")","v":"Wetlands for Stormwater Treatment"},"Water Environment & Technology, Vol 5, Issue 7, p50","no",null,"not available","unknown","unknown",{"$f":"IF(OR(U36=\"unknown- need full report\",V36=\"unknown- need full report\",W36=\"unknown- need full report\",I36=\"unknown\",K36=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,null,{"$f":"IFERROR(VLOOKUP(A36,#REF!,2,FALSE),(IF(B36=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB17","2CB",17,20,"pollution prevention and municipal operations","manufactured device","no","yes","Florida, Colorado, Washington, Connecticut, California, Oregon","mixed urban","multiple","nutrients, sediment, toxics ",null,"Baxter, Roberta",2007,"Inlet Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E21\",\"Inlet Protection\")","v":"Inlet Protection"},"Stormwater, Sep 2007, Vol 8, Issue 6, p114-121","yes","http://www.stormh2o.com/september-2007/catch-basin-inserts.aspx","not available","no","indirect","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A37,#REF!,2,FALSE),(IF(B37=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave3","permpave",3,21,"controlling runoff","porous pavement","no","no","North Carolina Coastal Plain","mixed urban","multiple","flow, nutrients",null,"Bean, Eban Zachary; Hunt, William Frederick; Bidelspach, David Alan",2007,"Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E22\",\"Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts\")","v":"Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts"},"Journal of Irrigation & Drainage Engineering; Nov/Dec 2007, Vol 133, No 6, p583-592","yes","http://ascelibrary.org/iro/resource/1/jidedh/v133/i6/p583_s1?isAuthorized=no","1 - 2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A38,#REF!,2,FALSE),(IF(B38=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave5","permpave",5,22,"controlling runoff","porous pavement","yes","no","Mid Atlantic, USA","mixed urban","flow","not applicable",null,"Bean, Eban Zachary; Hunt, William Frederick; Bidelspach, David Alan",2007,"Field Survey of Permeable Pavement Surface Infiltration Rates",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E23\",\"Field Survey of Permeable Pavement Surface Infiltration Rates\")","v":"Field Survey of Permeable Pavement Surface Infiltration Rates"},"Journal of Irrigation & Drainage Engineering; May/June 2007, Vol 133, No 3, p249-255","y","http://ascelibrary.org/iro/resource/1/jidedh/v133/i3/p249_s1?isAuthorized=no","unknown","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A39,#REF!,2,FALSE),(IF(B39=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA13","JAWRA",13,23,"controlling runoff","LID","yes","no","Waterford, CT","residential","multiple","flow, nutrients, sediment, toxics",null,"Bedan, Erik S.; Clausen, John C.",2009,"Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E24\",\"Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds\")","v":"Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds"},"Journal of the American Water Resources Association, Vol 45, Issue 4, p998-1008",{"$f":"IF(LEN(T40)>0,\"yes\",\"no\")","v":"yes"},"http://hero.epa.gov/index.cfm?action=search_new.view&reference_id=345906","10 years","yes","concentration and load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A40,#REF!,2,FALSE),(IF(B40=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp60","bmp",60,24,"controlling runoff","source control","no","yes","San Diego, CA","laboratory","sediment","not applicable",null,"Beighley, R Edward; Valdes, Julio R.  ",2009,"Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E25\",\"Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall\")","v":"Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall"},"Journal of Irrigation & Drainage Engineering, Jul/Aug 2009, Vol 135, Issue 4, p480-486","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?173467","not applicable","yes","load",{"$f":"IF(OR(U41=\"unknown- need full report\",V41=\"unknown- need full report\",W41=\"unknown- need full report\",I41=\"unknown\",K41=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A41,#REF!,2,FALSE),(IF(B41=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc40","construc",40,25,"controlling runoff","source control","no","no","San Diego, CA","laboratory","flow","not applicable",null,"Beighley, R. Edward; Scholl, Bryan; Faucette, L. Britt; Governo, Jason",2010,"Runoff Characteristics for Construction Site Erosion Control Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E26\",\"Runoff Characteristics for Construction Site Erosion Control Practices\")","v":"Runoff Characteristics for Construction Site Erosion Control Practices"},"Journal of Irrigation & Drainage Engineering; Jun2010, Vol. 136 Issue 6, p405-413, 9p","yes","http://ascelibrary.org/iro/resource/1/jidedh/v136/i6/p405_s1?isAuthorized=no","not applicable","yes","flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A42,#REF!,2,FALSE),(IF(B42=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt1","biofilt",1,26,"controlling runoff","biofilter","no","no","not applicable","laboratory","toxics","not applicable",null,"Bester, Kai1,\nSchäfer, Daniel\n",2009,"Activated soil filters (bio filters) for the elimination of xenobiotics (micro-pollutants) from storm- and waste waters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E27\",\"Activated soil filters (bio filters) for the elimination of xenobiotics (micro-pollutants) from storm- and waste waters\")","v":"Activated soil filters (bio filters) for the elimination of xenobiotics (micro-pollutants) from storm- and waste waters"},"Water Research; Jun2009, Vol. 43 Issue 10, p2639-2646, 8p","yes","http://www.sciencedirect.com/science/article/pii/S0043135409001857","unknown- need full report","unknown- need full report","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A43,#REF!,2,FALSE),(IF(B43=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM18","MM",18,27,"public education and outreach","source control","no","no","Various, USA","multiple","other","not applicable",null,"Betsy Elzufon",2000,"Tools to Measure Source Control Program Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E28\",\"Tools to Measure Source Control Program Effectiveness\")","v":"Tools to Measure Source Control Program Effectiveness"},"Water Environment Research Foundation, Watershed and Ecosystems, Project 98-WSM-2","no",null,"not applicable","no","indirect",{"$f":"IF(OR(U44=\"unknown- need full report\",V44=\"unknown- need full report\",W44=\"unknown- need full report\",I44=\"unknown\",K44=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A44,#REF!,2,FALSE),(IF(B44=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc13","construc",13,28,"controlling runoff","source control","no","no","Urbana, IL","agriculture, laboratory","sediment","not applicable",null,"Bhattarai, Rabin; Kalita, Prasanta K.; Yatsu, Shotaro; Howard, Heidi R.; Svendsen, Niels G.",2011,"Evaluation of compost blankets for erosion control from disturbed lands",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E29\",\"Evaluation of compost blankets for erosion control from disturbed lands\")","v":"Evaluation of compost blankets for erosion control from disturbed lands"},"Journal of Environmental Management; Mar2011, Vol. 92 Issue 3, p803-812, 10p","yes","http://www.sciencedirect.com/science/article/pii/S0301479710003609"," 5 months","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A45,#REF!,2,FALSE),(IF(B45=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM19","MM",19,29,"controlling runoff","wetlands","no","no","Chesapeake Bay area","multiple","multiple","nutrients, sediment, toxics",null,"Black and Veatch\nVirginia Tech, Department of Civil Engineering",1996,"Draft Report on Preliminary Findings: The Use of Constructed Wetlands and Riparian Buffer Zones for Stormwater Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E30\",\"Draft Report on Preliminary Findings: The Use of Constructed Wetlands and Riparian Buffer Zones for Stormwater Management\")","v":"Draft Report on Preliminary Findings: The Use of Constructed Wetlands and Riparian Buffer Zones for Stormwater Management"},"Water Environment Research Foundation, October 1996","no",null,"2 years","yes","concentration",{"$f":"IF(OR(U46=\"unknown- need full report\",V46=\"unknown- need full report\",W46=\"unknown- need full report\",I46=\"unknown\",K46=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A46,#REF!,2,FALSE),(IF(B46=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt16","biofilt",16,30,"controlling runoff","LID","no","no","Australia","laboratory","toxics","not applicable",null,"Blecken, Godecke-Tobias; Marsalek, Jiri; Viklander, Maria",2011,"Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E31\",\"Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates\")","v":"Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates"},"Water, Air & Soil Pollution; Jul 2011, Vol 219, Issue 1-4, p303-317, 15p","yes","http://www.springerlink.com/content/b26266105838811r/","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A47,#REF!,2,FALSE),(IF(B47=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt17","biofilt",17,31,"controlling runoff","LID","no","no","Australia","laboratory","nutrients","sediment",null,"Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Hedstrom, Annelie; Viklander, Maria",2010,"Laboratory Study on Stormwater Biofiltration: Nutrient and Sediment Removal in Cold Temperatures",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E32\",\"Laboratory Study on Stormwater Biofiltration: Nutrient and Sediment Removal in Cold Temperatures\")","v":"Laboratory Study on Stormwater Biofiltration: Nutrient and Sediment Removal in Cold Temperatures"},"Journal of Hydrology; Nov 2010, Vol 394, Issue 3/4, p507-514","yes","http://www.sciencedirect.com/science/article/pii/S0022169410006116","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A48,#REF!,2,FALSE),(IF(B48=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt14","biofilt",14,32,"controlling runoff","LID","no","no","Australia","laboratory","toxics","not applicable",null,"Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Viklander, Maria",2009,"Impact of a Submerged Zone and a Carbon Source on Heavy Metal Removal in Stormwater Biofilters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E33\",\"Impact of a Submerged Zone and a Carbon Source on Heavy Metal Removal in Stormwater Biofilters\")","v":"Impact of a Submerged Zone and a Carbon Source on Heavy Metal Removal in Stormwater Biofilters"},"Ecological Engineering, May 2009, Vol 35, Issue 5, p769-778","yes","http://www.sciencedirect.com/science/article/pii/S0925857408003030","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A49,#REF!,2,FALSE),(IF(B49=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt15","biofilt",15,33,"controlling runoff","LID","no","no","Australia","laboratory","toxics","not applicable",null,"Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Viklander, Maria",2009,"Influence of Intermittent Wetting and Drying Conditions on Heavy Metal Removal by Stormwater Biofilters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E34\",\"Influence of Intermittent Wetting and Drying Conditions on Heavy Metal Removal by Stormwater Biofilters\")","v":"Influence of Intermittent Wetting and Drying Conditions on Heavy Metal Removal by Stormwater Biofilters"},"Water Research, Oct 2009, Vol 43, Issue 18, p4590-4598","yes","http://www.sciencedirect.com/science/article/pii/S0043135409004631","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A50,#REF!,2,FALSE),(IF(B50=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt29","biofilt",29,34,"controlling runoff","LID","no","no","not applicable","laboratory","nutrients","not applicable",null,"Blecker, G. T.; Zinger, Y.; Muthanna, T. M.; Deletic, A.; Fletcher, T. D.; Vicklander, M.",2007,"The Influence of Temperature on Nutrient Treatment Efficiency in Stormwater Biofilter Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E35\",\"The Influence of Temperature on Nutrient Treatment Efficiency in Stormwater Biofilter Systems\")","v":"The Influence of Temperature on Nutrient Treatment Efficiency in Stormwater Biofilter Systems"},"Water Science & Technology; 2007, Vol 56, Issue 10, p83-91.","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19897721","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A51,#REF!,2,FALSE),(IF(B51=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR36","BR",36,35,"controlling runoff","rain garden","no","no","Melbourne, Australia","laboratory","multiple","nutrients, sediment",null,"Bratieres, K.\nFletcher, T.D.\nDeletic, A.\nZinger, Y.",2008,"Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E36\",\"Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study\")","v":"Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study"},"Water Research; Aug2008, Vol. 42 Issue 14, p3930-3940, 11p","yes","http://www.sciencedirect.com/science/article/pii/S0043135408002534","not applicable","yes","load",{"$f":"IF(OR(U52=\"unknown- need full report\",V52=\"unknown- need full report\",W52=\"unknown- need full report\",I52=\"unknown\",K52=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A52,#REF!,2,FALSE),(IF(B52=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave8","permpave",8,36,"controlling runoff","porous pavement","no","no","Renton, WA","mixed urban","multiple","flow, toxics",null,"Brattebo, Benjamin O.; Booth, Derek B",2003,"Long-term stormwater quantity and quality performance of permeable pavement systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E37\",\"Long-term stormwater quantity and quality performance of permeable pavement systems\")","v":"Long-term stormwater quantity and quality performance of permeable pavement systems"},"Water Research; Vol. 37,  p4369-4376","yes","http://water.washington.edu/research/Reports/permeableparking.pdf","4 months","yes","concentration and flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A53,#REF!,2,FALSE),(IF(B53=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC84","BC",84,37,"controlling runoff","porous pavement","no","no","Durham, NH","commercial","multiple","flow",null,"Briggs, Joshua F.",2006,"Performance Assessment of Porous Asphalt for Stormwater Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E38\",\"Performance Assessment of Porous Asphalt for Stormwater Treatment\")","v":"Performance Assessment of Porous Asphalt for Stormwater Treatment"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_briggs_thesis_12_06.pdf","2 years","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A54,#REF!,2,FALSE),(IF(B54=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["construc19","construc",19,38,"controlling runoff","media filter","no","yes","Kure Beach, NC","laboratory, mixed urban","bacteria","not applicable",null,"Bright, T. M.; Hathaway, J. M.; Hut, W. F.; de los Reyes, F. L.; Burchell, M. R.",2010,"Impact of Storm-Water Runoff on Clogging and Fecal Bacteria Reduction in Sand Columns",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E39\",\"Impact of Storm-Water Runoff on Clogging and Fecal Bacteria Reduction in Sand Columns\")","v":"Impact of Storm-Water Runoff on Clogging and Fecal Bacteria Reduction in Sand Columns"},"Journal of Environmental Engineering; Dec2010, Vol. 136 Issue 12, p1435-1441","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v136/i12/p1435_s1?isAuthorized=no","2 months","yes","concentration & flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A55,#REF!,2,FALSE),(IF(B55=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR25","BR",25,39,"controlling runoff","rain garden","no","no","Nashville, NC","mixed urban","multiple","flow, nutrients",null,"Brown, Robert A.\nHunt III, William F.",2011,"Impacts of Media Depth on Effluent Water Quality and Hydrologic Performance of Undersized Bioretention Cells",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E40\",\"Impacts of Media Depth on Effluent Water Quality and Hydrologic Performance of Undersized Bioretention Cells\")","v":"Impacts of Media Depth on Effluent Water Quality and Hydrologic Performance of Undersized Bioretention Cells"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p132-143, 12p, 4 Color Photographs, 1 Diagram, 9 Charts, 3 Graphs, 1 Map","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p132_s1?isAuthorized=no","1 year","yes","load",{"$f":"IF(OR(U56=\"unknown- need full report\",V56=\"unknown- need full report\",W56=\"unknown- need full report\",I56=\"unknown\",K56=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A56,#REF!,2,FALSE),(IF(B56=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR24","BR",24,40,"controlling runoff","rain garden","no","no","North Carolina","multiple","flow","not applicable",null,"Brown, Robert A.\nHunt, William F.",2010,"Impacts of Construction Activity on Bioretention Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E41\",\"Impacts of Construction Activity on Bioretention Performance\")","v":"Impacts of Construction Activity on Bioretention Performance"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p386-394, 9p, 2 Color Photographs, 1 Diagram, 8 Charts, 3 Graphs","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?264272","not applicable","yes","flow",{"$f":"IF(OR(U57=\"unknown- need full report\",V57=\"unknown- need full report\",W57=\"unknown- need full report\",I57=\"unknown\",K57=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A57,#REF!,2,FALSE),(IF(B57=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM4","MM",4,41,"controlling runoff","manufactured device","no","yes","Portland, OR","laboratory","nutrients","not applicable",null,"Bryan O. Wigginton, James H. Lenhart",2000,"Using Iron-Infused Media and Stormfilter Technology for the Removal of Dissolved Phosphorous from Stormwater Discharges",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E42\",\"Using Iron-Infused Media and Stormfilter Technology for the Removal of Dissolved Phosphorous from Stormwater Discharges\")","v":"Using Iron-Infused Media and Stormfilter Technology for the Removal of Dissolved Phosphorous from Stormwater Discharges"},"unknown","yes","http://www.ingentaconnect.com/content/wef/wefproc/2000/00002000/00000014/art00043","not applicable","yes","concentration",{"$f":"IF(OR(U58=\"unknown- need full report\",V58=\"unknown- need full report\",W58=\"unknown- need full report\",I58=\"unknown\",K58=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A58,#REF!,2,FALSE),(IF(B58=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST21","WST",21,42,"controlling runoff","porous pavement","no","no","not available","mixed urban","multiple","not available",null,"C. J. Pratt; J. D. G. Mantle; P. A. Schofield",1989,"Urban Stormwater Reduction and Quality Improvement through the Use of Permeable Pavements",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E43\",\"Urban Stormwater Reduction and Quality Improvement through the Use of Permeable Pavements\")","v":"Urban Stormwater Reduction and Quality Improvement through the Use of Permeable Pavements"},"Water Science & Technology Vol 21 No 8-9 pp 769–778 ","yes","http://www.iwaponline.com/wst/02108/wst021080769.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U59=\"unknown- need full report\",V59=\"unknown- need full report\",W59=\"unknown- need full report\",I59=\"unknown\",K59=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A59,#REF!,2,FALSE),(IF(B59=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["sweep5","sweep",5,43,"pollution prevention and municipal operations","street sweeping","no","no","Reggio Calabria, Italy","mixed urban","multiple","sediment, toxics",null,"Calabrò, P. S.\n",2010,"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E44\",\"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis\")","v":"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis"},"Environmental Technology; Oct2010, Vol. 31 Issue 11, p1255-1262, 8p, 4 Charts, 4 Graphs","yes","http://www.ncbi.nlm.nih.gov/pubmed/18495993","1 dry season","yes","load",{"$f":"IF(OR(U60=\"unknown- need full report\",V60=\"unknown- need full report\",W60=\"unknown- need full report\",I60=\"unknown\",K60=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A60,#REF!,2,FALSE),(IF(B60=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","manufactured device","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A61,#REF!,2,FALSE),(IF(B61=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","street sweeping","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A62,#REF!,2,FALSE),(IF(B62=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","media filter","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A63,#REF!,2,FALSE),(IF(B63=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","source control","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A64,#REF!,2,FALSE),(IF(B64=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","maintenance practice","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A65,#REF!,2,FALSE),(IF(B65=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC24","BC",24,45,"pollution prevention and municipal operations","other","yes","no","California","mixed urban","multiple","not available",null,"California Stormwater Quality Association",2005,"An Introduction to Stormwater Program Effectiveness Assessment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E46\",\"An Introduction to Stormwater Program Effectiveness Assessment\")","v":"An Introduction to Stormwater Program Effectiveness Assessment"},"California Stormwater Quality Association","yes","http://www.scvurppp-w2k.com/pdfs/0405/CASQA%20White%20Paper_An%20Introduction%20to%20Stormwater%20Program%20Effectiveness%20Assessment4.pdf","not applicable","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A66,#REF!,2,FALSE),(IF(B66=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B67&C67","v":"BR29"},"BR",29,46,"controlling runoff","rain garden","no","no","Southfield, MI","mixed urban","multiple","flow, nutrients, sediment",null,"Carpenter, Donald D.\nHallam, Laura",2010,"Influence of Planting Soil Mix Characteristics on Bioretention Cell Design and Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E47\",\"Influence of Planting Soil Mix Characteristics on Bioretention Cell Design and Performance\")","v":"Influence of Planting Soil Mix Characteristics on Bioretention Cell Design and Performance"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p404-416, 13p, 3 Black and White Photographs, 1 Illustration, 3 Diagrams, 13 Charts, 8 Graphs",{"$f":"IF(LEN(T67)>0,\"yes\",\"no\")","v":"yes"},"http://cedb.asce.org/cgi/WWWdisplay.cgi?264278","not available","yes","concentration & flow",{"$f":"IF(OR(U67=\"unknown- need full report\",V67=\"unknown- need full report\",W67=\"unknown- need full report\",I67=\"unknown\",K67=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A67,#REF!,2,FALSE),(IF(B67=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B68&C68","v":"bmp21"},"bmp",21,47,"controlling runoff","LID","no","no","Michigan","commercial","multiple","flow, nutrients",null,"Carpenter, Donald D.; Kaluvakolanu, Preethi",2011,"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E48\",\"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate\")","v":"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate"},"Journal of Irrigation & Drainage Engineering, Mar 2011, Vol 137, Issue 3, p161-169",{"$f":"IF(LEN(T68)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p161_s1?isAuthorized=no","6 months","yes","load",{"$f":"IF(OR(U68=\"unknown- need full report\",V68=\"unknown- need full report\",W68=\"unknown- need full report\",I68=\"unknown\",K68=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A68,#REF!,2,FALSE),(IF(B68=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B69&C69","v":"LID12"},"LID",12,48,"controlling runoff","LID","no","no","Southfield, MI","commercial","multiple","flow, nutrients",null,"Carpenter, Donald; Kaluvakolanu, Preethi\n",2011,"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E49\",\"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate\")","v":"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p161-169, 9p, 3 Black and White Photographs, 9 Charts, 5 Graphs",{"$f":"IF(LEN(T69)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p161_s1?isAuthorized=no","5 months","yes","concentration & flow",{"$f":"IF(OR(U69=\"unknown- need full report\",V69=\"unknown- need full report\",W69=\"unknown- need full report\",I69=\"unknown\",K69=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A69,#REF!,2,FALSE),(IF(B69=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC22","BC",22,49,"controlling runoff","multiple","yes","no","Portland, OR; Milwaukee, WI; Seattle, WA","mixed urban","multiple","flow, nutrients, sediment",null,"Center for Neighborhood Technology",2007,"Green Infrastructure Performance\nResults of Monitoring BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E50\",\"Green Infrastructure Performance\nResults of Monitoring BMPs\")","v":"Green Infrastructure Performance\nResults of Monitoring BMPs"},"Center for Neighborhood Technology","yes","http://www.cnt.org/repository/BMP-Performance.pdf","not available","yes","concentration","no","two page information leaflet.  Should probably delete","BJR",{"$f":"IFERROR(VLOOKUP(A70,#REF!,2,FALSE),(IF(B70=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E51\",\"National Pollutant Removal Performance Database\")","v":"National Pollutant Removal Performance Database"},"Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A71,#REF!,2,FALSE),(IF(B71=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A72,#REF!,2,FALSE),(IF(B72=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A73,#REF!,2,FALSE),(IF(B73=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A74,#REF!,2,FALSE),(IF(B74=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A75,#REF!,2,FALSE),(IF(B75=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A76,#REF!,2,FALSE),(IF(B76=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","other","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A77,#REF!,2,FALSE),(IF(B77=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E52\",\"National Pollutant Removal Performance Database Version 3\")","v":"National Pollutant Removal Performance Database Version 3"},"Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A78,#REF!,2,FALSE),(IF(B78=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A79,#REF!,2,FALSE),(IF(B79=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A80,#REF!,2,FALSE),(IF(B80=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A81,#REF!,2,FALSE),(IF(B81=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A82,#REF!,2,FALSE),(IF(B82=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A83,#REF!,2,FALSE),(IF(B83=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","LID","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E53\",\"Runoff Reduction Method Technical Memo\")","v":"Runoff Reduction Method Technical Memo"},"Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A84,#REF!,2,FALSE),(IF(B84=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","porous pavement","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A85,#REF!,2,FALSE),(IF(B85=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","biofilter","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A86,#REF!,2,FALSE),(IF(B86=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","rain garden","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A87,#REF!,2,FALSE),(IF(B87=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","infiltration basin","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A88,#REF!,2,FALSE),(IF(B88=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","retention pond","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A89,#REF!,2,FALSE),(IF(B89=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","media filter","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A90,#REF!,2,FALSE),(IF(B90=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","wetland","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A91,#REF!,2,FALSE),(IF(B91=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B92&C92","v":"MM13"},"MM",13,53,"controlling runoff","detention basin","yes","yes","Various, USA","multiple","sediment","not applicable",null,"Center for Watershed Protection",2004,"Stormwater Pond and Wetland Maintenance Guidebook",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E54\",\"Stormwater Pond and Wetland Maintenance Guidebook\")","v":"Stormwater Pond and Wetland Maintenance Guidebook"},"Tetra Tech, INC.  Fairfax, VA.  September 2004",{"$f":"IF(LEN(T92)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormwatercenter.net/Manual_Builder/Maintenance_Manual/pondwetlandguidebookdraft.pdf","not applicable","no","paper",{"$f":"IF(OR(U92=\"unknown- need full report\",V92=\"unknown- need full report\",W92=\"unknown- need full report\",I92=\"unknown\",K92=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A92,#REF!,2,FALSE),(IF(B92=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B93&C93","v":"MM13"},"MM",13,53,"controlling runoff","wetland","yes","yes","Various, USA","multiple","sediment","not applicable",null,"Center for Watershed Protection",2004,"Stormwater Pond and Wetland Maintenance Guidebook",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E54\",\"Stormwater Pond and Wetland Maintenance Guidebook\")","v":"Stormwater Pond and Wetland Maintenance Guidebook"},"Tetra Tech, INC.  Fairfax, VA.  September 2004",{"$f":"IF(LEN(T93)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormwatercenter.net/Manual_Builder/Maintenance_Manual/pondwetlandguidebookdraft.pdf","not applicable","no","paper",{"$f":"IF(OR(U93=\"unknown- need full report\",V93=\"unknown- need full report\",W93=\"unknown- need full report\",I93=\"unknown\",K93=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A93,#REF!,2,FALSE),(IF(B93=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC46","BC",46,54,"pollution prevention and municipal operations","street sweeping","yes","no","Various, USA","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E55\",\"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"20 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A94,#REF!,2,FALSE),(IF(B94=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC46","BC",46,54,"pollution prevention and municipal operations","CB cleaning","yes","no","Various, USA","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E55\",\"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"20 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A95,#REF!,2,FALSE),(IF(B95=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC48","BC",48,55,"pollution prevention and municipal operations","street sweeping","yes","no","Chesapeake Bay area","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E56\",\"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A96,#REF!,2,FALSE),(IF(B96=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC48","BC",48,55,"pollution prevention and municipal operations","CB cleaning","yes","no","Chesapeake Bay area","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E56\",\"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A97,#REF!,2,FALSE),(IF(B97=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B98&C98","v":"BC80"},"BC",80,56,"controlling runoff",null,"yes","no","not applicable","mixed urban","flow","not applicable",null,"Center for Watershed Protection; Chesapeake Stormwater Network",2008,"Runoff Reduction Method Technical Memo, Appendix B, C, and F",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E57\",\"Runoff Reduction Method Technical Memo, Appendix B, C, and F\")","v":"Runoff Reduction Method Technical Memo, Appendix B, C, and F"},"Center for Watershed Protection",{"$f":"IF(LEN(T98)>0,\"yes\",\"no\")","v":"yes"},"http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","unknown- need full report","yes","flow","y","guidance (not effectiveness)?","MM",{"$f":"IFERROR(VLOOKUP(A98,#REF!,2,FALSE),(IF(B98=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["PSC4","PSC",4,57,"controlling runoff","infiltration basin ","yes","no","Taiwan","mixed urban","flow","not applicable",null,"Chao-Hsien Liaw\nYao-Lung Tsai\nMow-Soung Cheng",2006,"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E58\",\"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei\")","v":"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei"},"Journal of the American Water Resources Association; Apr2006, Vol. 42 Issue 2, p311-322","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2006.tb03840.x/abstract","not applicable","no","flow",{"$f":"IF(OR(U99=\"unknown- need full report\",V99=\"unknown- need full report\",W99=\"unknown- need full report\",I99=\"unknown\",K99=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"modeling effort","COD",{"$f":"IFERROR(VLOOKUP(A99,#REF!,2,FALSE),(IF(B99=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC4","PSC",4,57,"controlling runoff","detention basin","yes","no","Taiwan","mixed urban","flow","not applicable",null,"Chao-Hsien Liaw\nYao-Lung Tsai\nMow-Soung Cheng",2006,"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E58\",\"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei\")","v":"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei"},"Journal of the American Water Resources Association; Apr2006, Vol. 42 Issue 2, p311-322","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2006.tb03840.x/abstract","not applicable","no","flow",{"$f":"IF(OR(U100=\"unknown- need full report\",V100=\"unknown- need full report\",W100=\"unknown- need full report\",I100=\"unknown\",K100=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"modeling effort","COD",{"$f":"IFERROR(VLOOKUP(A100,#REF!,2,FALSE),(IF(B100=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp56","bmp",56,58,"controlling runoff","LID","no","no","Taiwan","mixed urban","flow","not applicable",null,"Chao-Hsien Liaw; Yao-Lung Tsai; Wei-Mun Huang; Chun-Jen Huang; Jui-Ling Chen",2007,"Pilot On-Site Tests to Evaluate The Permeability of Infiltration Gutters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E59\",\"Pilot On-Site Tests to Evaluate The Permeability of Infiltration Gutters\")","v":"Pilot On-Site Tests to Evaluate The Permeability of Infiltration Gutters"},"Water Environment Research, Aug 2007, Vol 79, Issue 8, p821-827","yes","http://www.ingentaconnect.com/content/wef/wer/2007/00000079/00000008/art00002","unknown- need full report","yes","flow",{"$f":"IF(OR(U101=\"unknown- need full report\",V101=\"unknown- need full report\",W101=\"unknown- need full report\",I101=\"unknown\",K101=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A101,#REF!,2,FALSE),(IF(B101=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR39","BR",39,59,"controlling runoff","rain garden","no","no","Seattle, WA","mixed urban","multiple","flow, nutrients, toxics",null,"Chapman, Cameron\nHomer, Richard R.",2010,"Performance Assessment of a Street-Drainage Bioretention System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E60\",\"Performance Assessment of a Street-Drainage Bioretention System\")","v":"Performance Assessment of a Street-Drainage Bioretention System"},"Water Environment Research (10614303); Feb2010, Vol. 82 Issue 2, p109-119, 11p","yes","http://www.ingentaconnect.com/content/wef/wer/2010/00000082/00000002/art00002","2.5 years","yes","concentration and flow",{"$f":"IF(OR(U102=\"unknown- need full report\",V102=\"unknown- need full report\",W102=\"unknown- need full report\",I102=\"unknown\",K102=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A102,#REF!,2,FALSE),(IF(B102=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc2","construc",2,60,"controlling runoff","wetlands","no","no","Steamboat Creek, NV","multiple","multiple","nutrients, sediment",null,"Chavan, Prithviraj V.; Dennett, Keith E.; Marchand, Eric A.",2003,"Behavior of Pilot-Scale Constructed Wetland in Removing Nutrients and Sediments Under Varying Environmental Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E61\",\"Behavior of Pilot-Scale Constructed Wetland in Removing Nutrients and Sediments Under Varying Environmental Conditions\")","v":"Behavior of Pilot-Scale Constructed Wetland in Removing Nutrients and Sediments Under Varying Environmental Conditions"},"Water Quality Research Journal of Canada; 2003, Vol. 38 Issue 2, p283, 33p, 15 Charts, 6 Graphs, 2 Maps","yes","http://www.springerlink.com/content/9w04622r324047vr/","not available","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A103,#REF!,2,FALSE),(IF(B103=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR15","BR",15,61,"controlling runoff","rain garden","no","no","College Park, MD","laboratory, mixed urban","multiple","nutrients, sediment, toxics",null,"Chi-hsu Hsieh\nDavis, Allen P.",2005,"Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E62\",\"Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff\")","v":"Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff"},"Journal of Environmental Engineering; Nov2005, Vol. 131 Issue 11, p1521-1531, 11p","yes","http://www.cee.umd.edu/~apdavis/Documents/J.%20Environ.%20Eng.,%20131(11),%202005.pdf","not applicable","yes","load",{"$f":"IF(OR(U104=\"unknown- need full report\",V104=\"unknown- need full report\",W104=\"unknown- need full report\",I104=\"unknown\",K104=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A104,#REF!,2,FALSE),(IF(B104=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR4","BR",4,62,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","nutrients","not applicable",null,"Chi-hsu Hsieh\nDavis, Allen P.\nNeedelman, Brian A.",2007,"Bioretention Column Studies of Phosphorus Removal from Urban Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E63\",\"Bioretention Column Studies of Phosphorus Removal from Urban Stormwater Runoff\")","v":"Bioretention Column Studies of Phosphorus Removal from Urban Stormwater Runoff"},"Water Environment Research (10614303); Feb2007, Vol. 79 Issue 2, p177-184, 8p, 3 Charts, 5 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Phophorus%20Removal%20in%20Bioretention-Davis%202007.pdf","not applicable","yes","load",{"$f":"IF(OR(U105=\"unknown- need full report\",V105=\"unknown- need full report\",W105=\"unknown- need full report\",I105=\"unknown\",K105=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A105,#REF!,2,FALSE),(IF(B105=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR35","BR",35,63,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","nutrients","not applicable",null,"Chi-hsu Hsieh\nDavis, Allen P.\nNeedelman, Brian A.",2007,"Nitrogen Removal from Urban Stormwater Runoff Through Layered Bioretention Columns",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E64\",\"Nitrogen Removal from Urban Stormwater Runoff Through Layered Bioretention Columns\")","v":"Nitrogen Removal from Urban Stormwater Runoff Through Layered Bioretention Columns"},"Water Environment Research (10614303); Nov2007, Vol. 79 Issue 11, p2404-2411, 8p, 1 Diagram, 5 Charts, 4 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Nitrogen%20Removal%20in%20Bioretention-Davis%20etal%202007.pdf","not applicable","yes","load",{"$f":"IF(OR(U106=\"unknown- need full report\",V106=\"unknown- need full report\",W106=\"unknown- need full report\",I106=\"unknown\",K106=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A106,#REF!,2,FALSE),(IF(B106=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt23","biofilt",23,64,"controlling runoff","LID","no","no","Korea","mixed urban","nutrients","not applicable",null,"Cho, Kang Woo; Song, Kyung Guen; Cho, Jin Woo; Kim, Tae Gyun; Ahn, Kye Hong",2009,"Removal of Nitrogen by Layered Soil Infiltration System During Intermittent Storm Events",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E65\",\"Removal of Nitrogen by Layered Soil Infiltration System During Intermittent Storm Events\")","v":"Removal of Nitrogen by Layered Soil Infiltration System During Intermittent Storm Events"},"Chemosphere, Jul 2009, Vol 76, Issue 5, p690-696, 7p","yes","http://www.sciencedirect.com/science/article/pii/S0045653509003257","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A107,#REF!,2,FALSE),(IF(B107=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM12","MM",12,65,"controlling runoff","manufactured device","yes","yes","Various, USA","multiple, laboratory","sediment","not applicable",null,"Christopher C. Brueske",2000,"Technology Review: Ultra-Urban Stormwater Treatment Technologies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E66\",\"Technology Review: Ultra-Urban Stormwater Treatment Technologies\")","v":"Technology Review: Ultra-Urban Stormwater Treatment Technologies"},"University of Washington","yes","http://depts.washington.edu/cuwrm/research/ultraurbn.pdf","not applicable","no","paper",{"$f":"IF(OR(U108=\"unknown- need full report\",V108=\"unknown- need full report\",W108=\"unknown- need full report\",I108=\"unknown\",K108=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A108,#REF!,2,FALSE),(IF(B108=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc48","construc",48,66,"controlling runoff","media filter","no","no","not available","laboratory","multiple","flow, sediment",null,"Clark, Shirley; Pitt, Robert",2009,"Solids Removal in Storm-Water Filters Modeled Using a Power Equation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E67\",\"Solids Removal in Storm-Water Filters Modeled Using a Power Equation\")","v":"Solids Removal in Storm-Water Filters Modeled Using a Power Equation"},"Journal of Environmental Engineering; Sep2009, Vol. 135 Issue 9, p896-899, 4p","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v135/i9/p896_s1?isAuthorized=no","not applicable","yes","flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A109,#REF!,2,FALSE),(IF(B109=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["compost4","compost",4,67,"controlling runoff","media filter","no","no","not applicable","laboratory","multiple","nutrients, toxics",null,"Clark, Shirley; Pitt, Robert",2009,"Storm-Water Filter Media Pollutant Retention under Aerobic versus Anaerobic Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E68\",\"Storm-Water Filter Media Pollutant Retention under Aerobic versus Anaerobic Conditions\")","v":"Storm-Water Filter Media Pollutant Retention under Aerobic versus Anaerobic Conditions"},"Journal of Environmental Engineering; May2009, Vol. 135 Issue 5, p367-371, 5p, 2 Charts, 6 Graphs","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v135/i5/p367_s1?isAuthorized=no","3 weeks","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A110,#REF!,2,FALSE),(IF(B110=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID26","LID",26,68,"controlling runoff","LID","yes","no","multiple","multiple","multiple","not available",null,"Clary, Jane; Quigley, Marcus; Poresky, Aaron; Earles, Andrew; Strecker, Eric; Leisenring, Marc; Jones, Jonathan",2011,"Integration of Low-Impact Development into the International Stormwater BMP Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E69\",\"Integration of Low-Impact Development into the International Stormwater BMP Database\")","v":"Integration of Low-Impact Development into the International Stormwater BMP Database"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p190-198","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p190_s1?isAuthorized=no","not available","NA","NA","have full report","Not a study. Improvements to the BMP database.","COD",{"$f":"IFERROR(VLOOKUP(A111,#REF!,2,FALSE),(IF(B111=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","rain garden","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A112,#REF!,2,FALSE),(IF(B112=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","wetlands","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A113,#REF!,2,FALSE),(IF(B113=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","biofilter","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A114,#REF!,2,FALSE),(IF(B114=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","detention basin","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A115,#REF!,2,FALSE),(IF(B115=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","retention pond","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not available","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A116,#REF!,2,FALSE),(IF(B116=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave6","permpave",6,70,"controlling runoff","porous pavement","no","no","Kingston, NC","mixed urban","flow","not applicable",null,"Collins, Kelly A; Hunt, William F; Hathaway, Jon M. ",2008,"Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E71\",\"Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina\")","v":"Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina"},"Journal of Hydrologic Engineering","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v13/i12/p1146_s1?isAuthorized=no","1 year","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A117,#REF!,2,FALSE),(IF(B117=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave14","permpave",14,71,"controlling runoff","porous pavement","no","no","Eastern North Carolina","mixed urban","nutrients","not applicable",null,"Collins, Kelly A; Hunt, William F; Hathaway, Jon M. ",2010,"Side-By-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E72\",\"Side-By-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina\")","v":"Side-By-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina"},"Journal of Hydrologic Engineering, Jun 2010, Vol 15, Issue 6, p512-521","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p512_s1?isAuthorized=no","6 months","yes","concentration and loads","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A118,#REF!,2,FALSE),(IF(B118=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM2","MM",2,72,"controlling runoff","biofilter","no","no","King, Snohomish, and Pierce counties","mixed urban","sediment","not applicable",null,"Colwell, Shanti; Horner, Richard R.; Booth, Derek B.; Gilvydis, Dalius",2000,"A Survey of Ditches Along County Roads for Their Potential to Affect Storm Runoff Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E73\",\"A Survey of Ditches Along County Roads for Their Potential to Affect Storm Runoff Water Quality\")","v":"A Survey of Ditches Along County Roads for Their Potential to Affect Storm Runoff Water Quality"},"Snohomish County Surface Water Management Division, Snohomish County Road Maintenance, King County Land and Water Resources Division, King County Department of Transportation and Road Maintenance, Pierce County Public Works and Utilities","yes","http://water.washington.edu/research/Reports/ditchesg15.pdf","1 year","yes","indirect",{"$f":"IF(OR(U119=\"unknown- need full report\",V119=\"unknown- need full report\",W119=\"unknown- need full report\",I119=\"unknown\",K119=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A119,#REF!,2,FALSE),(IF(B119=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC50","BC",50,73,"monitoring","other","yes","no","not applicable","mixed urban","multiple","not available",null,"Committee on Reducing Stormwater Discharge Contributions to Water Pollution Water Science and Technology Board Division on Earth and Life Studies",2008,"Urban Stormwater Management in the United States",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E74\",\"Urban Stormwater Management in the United States\")","v":"Urban Stormwater Management in the United States"},"http://www.nap.edu/catalog/12465.html","yes","http://www.nap.edu/catalog.php?record_id=12465","not applicable","yes","indirect","no","indirectly relevant? Discusses urbanization effects instead of effectiveness of BMPs-BR","BJR",{"$f":"IFERROR(VLOOKUP(A120,#REF!,2,FALSE),(IF(B120=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC50","BC",50,73,"multiple","multiple","yes","no","USA","multiple","multiple","not available",null,"Committee on Reducing Stormwater Discharge Contributions to Water Pollution Water Science and Technology Board Division on Earth and Life Studies",2008,"Urban Stormwater Management in the United States",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E74\",\"Urban Stormwater Management in the United States\")","v":"Urban Stormwater Management in the United States"},"http://www.nap.edu/catalog/12465.html","yes","http://www.nap.edu/catalog.php?record_id=12465","not applicable","yes","indirect","no","indirectly relevant? Discusses urbanization effects instead of effectiveness of BMPs-BR","BJR",{"$f":"IFERROR(VLOOKUP(A121,#REF!,2,FALSE),(IF(B121=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B122&C122","v":"BR3"},"BR",3,74,"controlling runoff","rain garden","no","no","Midwest, USA","mixed urban","multiple","flow, nutrients, toxics",null,"Culbertson, Trisha L. \nHutchinson, Stacy L.",2004,"Assessing Bioretention Cell Function in a Midwest Continental Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E75\",\"Assessing Bioretention Cell Function in a Midwest Continental Climate\")","v":"Assessing Bioretention Cell Function in a Midwest Continental Climate"},"Paper number  047051,  2004 ASAE Annual Meeting . @2004 ",{"$f":"IF(LEN(T122)>0,\"yes\",\"no\")","v":"yes"},"http://asae.frymulti.com/abstract.asp?aid=17124&t=2","unknown- need full report","yes","concentration & flow",{"$f":"IF(OR(U122=\"unknown- need full report\",V122=\"unknown- need full report\",W122=\"unknown- need full report\",I122=\"unknown\",K122=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A122,#REF!,2,FALSE),(IF(B122=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC35","BC",35,75,"controlling runoff","LID","yes","no","Puget Sound, WA","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Curtis Hinman",2005,"Low Impact Development Technical Guidance Manual for Puget Sound",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E76\",\"Low Impact Development Technical Guidance Manual for Puget Sound\")","v":"Low Impact Development Technical Guidance Manual for Puget Sound"},"Puget Sound Action Team","yes","http://www.psp.wa.gov/downloads/LID/LID_manual2005.pdf","not available","no","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A123,#REF!,2,FALSE),(IF(B123=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B124&C124","v":"MM9"},"MM",9,76,"controlling runoff","rain garden","no","no","Puget Sound, WA","laboratory","multiple","nutrients, toxics",null,"Curtis Hinman; Shannon and Wilson; David MacDonald",2009,"Bioretention Soil Mix Review and Recommendations for Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E77\",\"Bioretention Soil Mix Review and Recommendations for Western Washington\")","v":"Bioretention Soil Mix Review and Recommendations for Western Washington"},"Puget Sound Partnership, January 2009",{"$f":"IF(LEN(T124)>0,\"yes\",\"no\")","v":"yes"},"http://www.psparchives.com/publications/our_work/stormwater/BSMResults-Guidelines%20Final.pdf","not applicable","yes","concentration",{"$f":"IF(OR(U124=\"unknown- need full report\",V124=\"unknown- need full report\",W124=\"unknown- need full report\",I124=\"unknown\",K124=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A124,#REF!,2,FALSE),(IF(B124=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","infiltration basin","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load",{"$f":"IF(OR(U125=\"unknown- need full report\",V125=\"unknown- need full report\",W125=\"unknown- need full report\",I125=\"unknown\",K125=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A125,#REF!,2,FALSE),(IF(B125=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","wetlands","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A126,#REF!,2,FALSE),(IF(B126=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","porous pavement","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A127,#REF!,2,FALSE),(IF(B127=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","other","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A128,#REF!,2,FALSE),(IF(B128=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","maintenance practice","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A129,#REF!,2,FALSE),(IF(B129=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","source control","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A130,#REF!,2,FALSE),(IF(B130=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","education","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A131,#REF!,2,FALSE),(IF(B131=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","other","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A132,#REF!,2,FALSE),(IF(B132=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM14","MM",14,79,"controlling runoff","infiltration basin","no","no","Milwaukee, WI","multiple","multiple","bacteria, nutrients, toxics",null,"David E. Armstrong; Reynaldo Llena",1992,"Stormwater Infiltration: Potential for Pollutant Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E80\",\"Stormwater Infiltration: Potential for Pollutant Removal\")","v":"Stormwater Infiltration: Potential for Pollutant Removal"},"USEPA Region V, Chicago, Ill ","no",null,"not applicable","no","concentrations",{"$f":"IF(OR(U133=\"unknown- need full report\",V133=\"unknown- need full report\",W133=\"unknown- need full report\",I133=\"unknown\",K133=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A133,#REF!,2,FALSE),(IF(B133=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","rain garden","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A134,#REF!,2,FALSE),(IF(B134=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","wetlands","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A135,#REF!,2,FALSE),(IF(B135=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","retention pond","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A136,#REF!,2,FALSE),(IF(B136=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","other","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A137,#REF!,2,FALSE),(IF(B137=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR135","BR",135,81,"controlling runoff","rain garden","no","no","College Park, MD","laboratory, multiple","multiple","nutrients, sediment, toxics",null,"Davis, Allen P.",2003,"Engineered Bioretention for Treatment of Storm Water Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E82\",\"Engineered Bioretention for Treatment of Storm Water Runoff\")","v":"Engineered Bioretention for Treatment of Storm Water Runoff"},"The NOAA/UNH Cooperative Institute for Coastal and Estuarine Environmental Technology (CICEET)","yes","ciceet.unh.edu/briefs/boving_brief/davis_report.pdf -","not available","yes","concentration and flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A138,#REF!,2,FALSE),(IF(B138=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR16","BR",16,82,"controlling runoff","rain garden","no","no","University of Maryland","mixed urban","flow","not applicable",null,"Davis, Allen P.",2008,"Field Performance of Bioretention: Hydrology Impacts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E83\",\"Field Performance of Bioretention: Hydrology Impacts\")","v":"Field Performance of Bioretention: Hydrology Impacts"},"Journal of Hydrologic Engineering; Feb2008, Vol. 13 Issue 2, p90-95, 6p, 1 Black and White Photograph, 1 Diagram, 6 Graphs, 1 Map","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v13/i2/p90_s1?isAuthorized=no","2 years","yes","flow",{"$f":"IF(OR(U139=\"unknown- need full report\",V139=\"unknown- need full report\",W139=\"unknown- need full report\",I139=\"unknown\",K139=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A139,#REF!,2,FALSE),(IF(B139=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR17","BR",17,83,"controlling runoff","rain garden","no","no","University of Maryland","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Davis, Allen P.",2007,"Field Performance of Bioretention: Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E84\",\"Field Performance of Bioretention: Water Quality\")","v":"Field Performance of Bioretention: Water Quality"},"Environmental Engineering Science; Oct2007, Vol. 24 Issue 8, p1048-1064, 17p, 1 Diagram, 3 Charts, 7 Graphs","yes","http://www.liebertonline.com/doi/abs/10.1089/ees.2006.0190","1 year","yes","concentration & flow",{"$f":"IF(OR(U140=\"unknown- need full report\",V140=\"unknown- need full report\",W140=\"unknown- need full report\",I140=\"unknown\",K140=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A140,#REF!,2,FALSE),(IF(B140=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR7","BR",7,84,"controlling runoff","rain garden","no","no","Various, USA","multiple","multiple","bacteria, flow, nutrients, sediment, toxics",null,"Davis, Allen P.\nHunt, William F.\nClar, Michael\nTraver, Robert G.",2009,"Bioretention Technology: Overview of Current Practice and Future Needs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E85\",\"Bioretention Technology: Overview of Current Practice and Future Needs\")","v":"Bioretention Technology: Overview of Current Practice and Future Needs"},"Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p109-117, 9p, 1 Color Photograph, 1 Diagram, 4 Charts","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v135/i3/p109_s1?isAuthorized=no","not applicable","no","paper",{"$f":"IF(OR(U141=\"unknown- need full report\",V141=\"unknown- need full report\",W141=\"unknown- need full report\",I141=\"unknown\",K141=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A141,#REF!,2,FALSE),(IF(B141=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR62","BR",62,85,"controlling runoff","rain garden","no","no","Maryland","laboratory, multiple","multiple","flow, nutrients",null,"Davis, Allen P.\nShokouhian, Mohammad\nSharma, Himanshu\nMinami, Christie",2006,"Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E86\",\"Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal\")","v":"Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal"},"Water Environment Research (10614303); Mar2006, Vol. 78 Issue 3, p284-293, 10p, 5 Charts, 2 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/P%20and%20N%20Removal%20in%20Bioretention-Davis%20etal%202006.pdf","not available","yes","load",{"$f":"IF(OR(U142=\"unknown- need full report\",V142=\"unknown- need full report\",W142=\"unknown- need full report\",I142=\"unknown\",K142=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A142,#REF!,2,FALSE),(IF(B142=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR63","BR",63,86,"controlling runoff","rain garden","no","no","Maryland","laboratory, multiple","toxics","not applicable",null,"Davis, Allen P.\nShokouhian, Mohammad\nSharma, Himanshu\nMinami, Christie\nWinogradoff, Derek",2003,"Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E87\",\"Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal\")","v":"Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal"},"Water Environment Research (10614303); Jan/Feb2003, Vol. 75 Issue 1, p73-82, 10p, 1 Black and White Photograph, 5 Charts, 2 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Metal%20Removal%20in%20Bioretention-Davis%20etal%202003.pdf","not available","yes","load",{"$f":"IF(OR(U143=\"unknown- need full report\",V143=\"unknown- need full report\",W143=\"unknown- need full report\",I143=\"unknown\",K143=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A143,#REF!,2,FALSE),(IF(B143=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC28","BC",28,87,"pollution prevention and municipal operations","other","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment",null,"Deb Caraco",2002,"The Watershed Treatment Model, Ver 3.1",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E88\",\"The Watershed Treatment Model, Ver 3.1\")","v":"The Watershed Treatment Model, Ver 3.1"},"USEPA Region V","yes","http://www.cwp.org/cbstp/Resources/d3s1b-wtm-documentation.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A144,#REF!,2,FALSE),(IF(B144=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC47","BC",47,88,"pollution prevention and municipal operations","other","yes","yes","not applicable","mixed urban","multiple","bacteria, nutrients, sediment",null,"Deb Caraco, P.E., Center for Watershed Protection, Inc.",2010,"Watershed Treatment Model (WTM) 2010 User’s Guide - Draft",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E89\",\"Watershed Treatment Model (WTM) 2010 User’s Guide - Draft\")","v":"Watershed Treatment Model (WTM) 2010 User’s Guide - Draft"},"Center for Watershed Protection, Inc.","no",null,"not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A145,#REF!,2,FALSE),(IF(B145=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B146&C146","v":"vf5"},"vf",5,89,"controlling runoff","biofilter","no","no","Aberdeen, Scotland; Brisbane, Australia","mixed urban","multiple","nutrients, sediment",null,"Deletic, Ana; Fletcher, Tim D. ",2006,"Performance of Grass Filters used for Stormwater Treatment - a Field of Modeling Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E90\",\"Performance of Grass Filters used for Stormwater Treatment - a Field of Modeling Study\")","v":"Performance of Grass Filters used for Stormwater Treatment - a Field of Modeling Study"},"Journal of Hydrology, Feb 2006, Vol 317, Issue 3/4, p261-275",{"$f":"IF(LEN(T146)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S0022169405002726","unknown- need full report","yes","concentration",{"$f":"IF(OR(U146=\"unknown- need full report\",V146=\"unknown- need full report\",W146=\"unknown- need full report\",I146=\"unknown\",K146=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A146,#REF!,2,FALSE),(IF(B146=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B147&C147","v":"BC5"},"BC",5,90,"controlling runoff","detention basin","no","yes","King County, WA","mixed urban","flow","not applicable",null,"Derek B. Booth and C. Rhett Jackson",1997,"Urbanization of Aquatic Systems--\nDegradation Thresholds, Stormwater Detention, and the Limits of\nMitigation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E91\",\"Urbanization of Aquatic Systems--\nDegradation Thresholds, Stormwater Detention, and the Limits of\nMitigation\")","v":"Urbanization of Aquatic Systems--\nDegradation Thresholds, Stormwater Detention, and the Limits of\nMitigation"},"JOURNAL of the AMERICAN WATER RESOURCES ASSOCIATION\nVol. 22, No. 5 (October 1997)",{"$f":"IF(LEN(T147)>0,\"yes\",\"no\")","v":"yes"},"http://ordering.onlinelibrary.wiley.com/subs.asp?ref=1752-1688&doi=10.1111/(ISSN)1752-1688","not applicable","yes","model","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A147,#REF!,2,FALSE),(IF(B147=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC4","BC",4,91,"controlling runoff","detention basin","no","yes","King County, WA","mixed urban","flow","not applicable",null,"Derek R. Booth",1991,"Urbanization and the Natural Drainage System - Impacts, Solutions, and Prognoses",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E92\",\"Urbanization and the Natural Drainage System - Impacts, Solutions, and Prognoses\")","v":"Urbanization and the Natural Drainage System - Impacts, Solutions, and Prognoses"},"Northwest Environmental Journal (Vol 7, No. 1)","yes","http://water.washington.edu/outreach/Publications/articles.html","not available","yes","flow","yes","maybe indirectly relevant","BJR",{"$f":"IFERROR(VLOOKUP(A148,#REF!,2,FALSE),(IF(B148=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B149&C149","v":"BR46"},"BR",46,92,"controlling runoff","rain garden","no","no","College Park, MD","mixed urban","toxics","not applicable",null,"DIBLASI, CATHERINE J.\nHOUNG LI\nDAVIS, ALLEN P.\nGHOSH, UPAL",2009,"Removal and Fate of Polycyclic Aromatic Hydrocarbon Pollutants in an Urban Stormwater Bioretention Facility",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E93\",\"Removal and Fate of Polycyclic Aromatic Hydrocarbon Pollutants in an Urban Stormwater Bioretention Facility\")","v":"Removal and Fate of Polycyclic Aromatic Hydrocarbon Pollutants in an Urban Stormwater Bioretention Facility"},"Environmental Science & Technology; 1/15/2009, Vol. 43 Issue 2, p494-502, 9p",{"$f":"IF(LEN(T149)>0,\"yes\",\"no\")","v":"yes"},"http://pubs.acs.org/doi/abs/10.1021/es802090g","16 months","yes","concentration& load",{"$f":"IF(OR(U149=\"unknown- need full report\",V149=\"unknown- need full report\",W149=\"unknown- need full report\",I149=\"unknown\",K149=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A149,#REF!,2,FALSE),(IF(B149=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC11","PSC",11,93,"controlling runoff","LID","yes","no","not available","laboratory","toxics","not applicable",null,"Dierkes, C.\nGöbel, P.\nLohmann, M.\nColdewey, W. G.",2006,"Development and investigation of a pollution control pit for treatment of stormwater from metal roofs and traffic areas",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E94\",\"Development and investigation of a pollution control pit for treatment of stormwater from metal roofs and traffic areas\")","v":"Development and investigation of a pollution control pit for treatment of stormwater from metal roofs and traffic areas"},"Water Science & Technology; 2006, Vol. 54 Issue 6/7, p291-298","yes","http://www.hydrocon.com.au/pdfs/Research-Publications/Filters/dierkes-10icud_copenhagen.pdf","8 months","no","load","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A150,#REF!,2,FALSE),(IF(B150=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["rg24","rg",24,94,"controlling runoff","rain garden","no","yes","Haddam, CT","mixed urban","multiple","flow, nutrients, toxics",null,"Dietz, Michael E.; Clausent, John C.",2006,"Saturation to Improve Pollutant Retention in a Rain Garden",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E95\",\"Saturation to Improve Pollutant Retention in a Rain Garden\")","v":"Saturation to Improve Pollutant Retention in a Rain Garden"},"Environmental Science & Technology; 2/15/2006, Vol. 40 Issue 4, p1335-1340","yes","http://pubs.acs.org/doi/abs/10.1021/es051644f","unknown- need full report","yes","load",{"$f":"IF(OR(U151=\"unknown- need full report\",V151=\"unknown- need full report\",W151=\"unknown- need full report\",I151=\"unknown\",K151=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A151,#REF!,2,FALSE),(IF(B151=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp17","bmp",17,95,"public education and outreach","education","no","yes","Connecticut","residential","multiple","bacteria, nutrients",null,"Dietz, Michael; Clausen John; Filchak, Karen",2004,"Education and Changes in Residential Nonpoint Source Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E96\",\"Education and Changes in Residential Nonpoint Source Pollution\")","v":"Education and Changes in Residential Nonpoint Source Pollution"},"Environmental Management","yes","http://www.springerlink.com/content/8t9nd2d4gty306xp/","4 years","yes","load",null,null,"MM",{"$f":"IFERROR(VLOOKUP(A152,#REF!,2,FALSE),(IF(B152=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["rg1","rg",1,96,"controlling runoff","rain garden","no","no","Haddam, CT","mixed urban","multiple","nutrients, toxics",null,"Dietz, Michael; Clausen, John C.",2005,"A Field Evaluation of Rain Garden Flow and Pollutant Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E97\",\"A Field Evaluation of Rain Garden Flow and Pollutant Treatment\")","v":"A Field Evaluation of Rain Garden Flow and Pollutant Treatment"},"Water, Air & Soil Pollution; Oct2005, Vol. 167 Issue 1-4, p123-138, 16p","yes","http://www.environmentalhealthclinic.net/wp-content/uploads/2007/11/a-field-evaluation-of-rain-garden-flow-and-pollutant-treatment.pdf","unknown- need full report","no","concentration",{"$f":"IF(OR(U153=\"unknown- need full report\",V153=\"unknown- need full report\",W153=\"unknown- need full report\",I153=\"unknown\",K153=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A153,#REF!,2,FALSE),(IF(B153=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST16","WST",16,97,"controlling runoff","infiltration basin","no","no","not available","mixed urban","multiple","not available",null,"E. Alfakih; S. Barraud; I. Martinelli",1999,"A study of stormwater infiltration system feasibility and design",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E98\",\"A study of stormwater infiltration system feasibility and design\")","v":"A study of stormwater infiltration system feasibility and design"},"Water Science and Technology Vol 39 No 2 pp 225–231 ","yes","http://www.iwaponline.com/wst/03902/wst039020225.htm","unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U154=\"unknown- need full report\",V154=\"unknown- need full report\",W154=\"unknown- need full report\",I154=\"unknown\",K154=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A154,#REF!,2,FALSE),(IF(B154=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc18","construc",18,98,"controlling runoff","source control","no","no","Parker County, TX","industrial","multiple","nutrients, sediment",null,"Eck, Bradley; Barrett, Michael; McFarland, Anne; Hauck, Larry",2010,"Hydrologic and Water Quality Aspects of Using a Compost/Mulch Blend for Erosion Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E99\",\"Hydrologic and Water Quality Aspects of Using a Compost/Mulch Blend for Erosion Control\")","v":"Hydrologic and Water Quality Aspects of Using a Compost/Mulch Blend for Erosion Control"},"Journal of Irrigation & Drainage Engineering; Sep2010, Vol. 136 Issue 9, p646-655, 10p","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Hydrologic%20and%20Water%20Quality%20Aspects%20of%20using%20-1869780556/Hydrologic%20and%20Water%20Quality%20Aspects%20of%20using%20a%20compost_mulch%20blend%20for%20erosion%20control.pdf","2 years","yes","concentration & load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A155,#REF!,2,FALSE),(IF(B155=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC32","BC",32,99,"controlling runoff","LID","yes","no","Various, USA","mixed urban","multiple","not available",null,"Ed MacMullan and Sarah Reich",2007,"The Economics of Low-Impact Development:\nA Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E100\",\"The Economics of Low-Impact Development:\nA Literature Review\")","v":"The Economics of Low-Impact Development:\nA Literature Review"},"ECONorthwest","yes","http://www.econw.com/reports/ECONorthwest_Low-Impact-Development-Economics-Literature-Review.pdf/","not applicable","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A156,#REF!,2,FALSE),(IF(B156=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC23","BC",23,100,"pollution prevention and municipal operations","other","yes","no","California","mixed urban","multiple","not available",null,"Eisenberg, Olivieri, and Assoc., Inc. & Larry Walker Assoc.",2005,"Stormwater Program Effectiveness Assessment Survey Summary Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E101\",\"Stormwater Program Effectiveness Assessment Survey Summary Report\")","v":"Stormwater Program Effectiveness Assessment Survey Summary Report"},"California Stormwater Quality Association","yes","http://www.scvurppp-w2k.com/pdfs/0405/CASQA%20Final%20Summary%20Report-Effectiveness%20Assessment%20Survey5.pdf","not applicable","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A157,#REF!,2,FALSE),(IF(B157=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B158&C158","v":"bmp23"},"bmp",23,101,"controlling runoff","detention basin","no","no","Harris County, TX","mixed urban","multiple","bacteria, nutrients, toxics",null,"Elliot, Catherine; White, Carolyn; Maldonado, Jason; Richards, Chad; Bloom, Michael F",2008,"Evaluating Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E102\",\"Evaluating Effectiveness\")","v":"Evaluating Effectiveness"},"Stormwater, Sep 2008, Vol 9, Issue 6, p100-109",{"$f":"IF(LEN(T158)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormh2o.com/september-2008/harris-county-retention.aspx","unknown- need full report","yes","concentration",{"$f":"IF(OR(U158=\"unknown- need full report\",V158=\"unknown- need full report\",W158=\"unknown- need full report\",I158=\"unknown\",K158=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A158,#REF!,2,FALSE),(IF(B158=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC96","BC",96,102,"multiple","source control","no ","no","California","mixed urban","multiple","not available",null,"Elzufon, Betsy",2001,"Controlling Pollution at Its Source: Wastewater and Stormwater demonstration projects",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E103\",\"Controlling Pollution at Its Source: Wastewater and Stormwater demonstration projects\")","v":"Controlling Pollution at Its Source: Wastewater and Stormwater demonstration projects"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","no","paper","have full report","evaluation tools","COD",{"$f":"IFERROR(VLOOKUP(A159,#REF!,2,FALSE),(IF(B159=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["LID31","LID",31,103,"controlling runoff","porous pavement","yes","yes","Villanova University, PA","mixed urban","flow","not applicable",null,"Emerson, Clay H.; Traver, Robert G.\n",2008,"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E104\",\"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices\")","v":"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p598-605","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?167307","2 years","no","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A160,#REF!,2,FALSE),(IF(B160=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID31","LID",31,103,"controlling runoff","rain garden","yes","yes","Villanova University, PA","mixed urban","flow","not applicable",null,"Emerson, Clay H.; Traver, Robert G.\n",2008,"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E104\",\"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices\")","v":"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p598-605","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?167307","4 years","no","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A161,#REF!,2,FALSE),(IF(B161=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["rg18","rg",18,104,"controlling runoff","rain garden","no","no","not available","mixed urban","multiple","flow, nutrients, toxics",null,"Emery, Chris",2006,"Rain Gardens Harvest Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E105\",\"Rain Gardens Harvest Pollution\")","v":"Rain Gardens Harvest Pollution"},"Frontiers in Ecology & the Environment; Mar2006, Vol. 4 Issue 2, p64-64, 1/2p","no",null,"unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U162=\"unknown- need full report\",V162=\"unknown- need full report\",W162=\"unknown- need full report\",I162=\"unknown\",K162=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A162,#REF!,2,FALSE),(IF(B162=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR42","BR",42,105,"controlling runoff","rain garden","no","no","Connecticut","agriculture","multiple","nutrients, sediment",null,"Ergas, Sarina J.\nSengupta, Sukalyan\nSiegel, Ryan\nPandit, Arka\nYao, Yifu\nYuan, Xin",2010,"Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E106\",\"Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff\")","v":"Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff"},"Journal of Environmental Engineering; Oct2010, Vol. 136 Issue 10, p1105-1112, 8p, 1 Diagram, 1 Chart, 7 Graphs","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?268922","2 years","yes","load",{"$f":"IF(OR(U163=\"unknown- need full report\",V163=\"unknown- need full report\",W163=\"unknown- need full report\",I163=\"unknown\",K163=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A163,#REF!,2,FALSE),(IF(B163=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM8","MM",8,106,"controlling runoff","detention basin","yes","no","Various, USA","mixed urban","multiple","sediment, toxics",null,"Eric Hettler; John S. Gulliver; Andrew Erickson; Peter T. Weiss","200_","Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E107\",\"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance\")","v":"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance"},"unknown","no",null,"not applicable","yes","load",{"$f":"IF(OR(U164=\"unknown- need full report\",V164=\"unknown- need full report\",W164=\"unknown- need full report\",I164=\"unknown\",K164=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A164,#REF!,2,FALSE),(IF(B164=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM8","MM",8,106,"controlling runoff","manufactured device","yes","no","Various, USA","mixed urban","multiple","sediment, toxics",null,"Eric Hettler; John S. Gulliver; Andrew Erickson; Peter T. Weiss","200_","Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E107\",\"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance\")","v":"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance"},"unknown","no",null,"not applicable","yes","load",{"$f":"IF(OR(U165=\"unknown- need full report\",V165=\"unknown- need full report\",W165=\"unknown- need full report\",I165=\"unknown\",K165=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A165,#REF!,2,FALSE),(IF(B165=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC51","BC",51,107,"monitoring","multiple","no","no","not applicable","mixed urban","multiple","not available",null,"Eric Strecker, P.E. of GeoSyntec Consultants, Ben Urbonas, P.E. Urban\nDrainage and Flood Control District, Denver, Marcus Quigley, P.E., Jim Howell, and\nTodd Hesse of GeoSyntec Consultants",2002,"Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E108\",\"Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements\")","v":"Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements"},"United States Environmental Protection Agency and ASCE","yes","http://water.epa.gov/scitech/wastetech/guide/stormwater/upload/2009-Stormwater-BMP-Monitoring-Manual.pdf","not applicable","yes","concentration & flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A166,#REF!,2,FALSE),(IF(B166=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B167&C167","v":"BC93"},"BC",93,108,"controlling runoff","media filter","no","no","Minnesota","laboratory","nutrients","not applicable",null,"Erickson, Andrew Jacob",2005,"Enhanced Sand Filtration for Storm Water Phosphorous Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E109\",\"Enhanced Sand Filtration for Storm Water Phosphorous Removal\")","v":"Enhanced Sand Filtration for Storm Water Phosphorous Removal"},"University of Minnesota",{"$f":"IF(LEN(T167)>0,\"yes\",\"no\")","v":"yes"},"http://www.pca.state.mn.us/index.php/view-document.html?gid=7749","not applicable","no","concentration","have full report","laboratory","COD",{"$f":"IFERROR(VLOOKUP(A167,#REF!,2,FALSE),(IF(B167=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BR55","BR",55,109,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","toxics","not applicable",null,"Eunyoung Hong\nSeagren, Eric A.\nDavis, Allen P.\n",2006,"Sustainable Oil and Grease Removal from Synthetic Stormwater Runoff Using Bench-Scale Bioretention Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E110\",\"Sustainable Oil and Grease Removal from Synthetic Stormwater Runoff Using Bench-Scale Bioretention Studies\")","v":"Sustainable Oil and Grease Removal from Synthetic Stormwater Runoff Using Bench-Scale Bioretention Studies"},"Water Environment Research (10614303); Feb2006, Vol. 78 Issue 2, p141-155, 15p, 1 Diagram, 2 Charts, 8 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Oil%20and%20Grease%20Removal%20in%20Bioretention-Davis%20etal%202006.pdf","not applicable","yes","load",{"$f":"IF(OR(U168=\"unknown- need full report\",V168=\"unknown- need full report\",W168=\"unknown- need full report\",I168=\"unknown\",K168=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A168,#REF!,2,FALSE),(IF(B168=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc1","construc",1,110,"controlling runoff","wetlands","no","no","Hamilton, Ontario","mixed urban","multiple","nutrients, sediment, toxics",null,"Farrell, Aaron C.; Scheckenberger, Ronald R.",2003,"An Assessment of Long-Term Monitoring Data for Constructed Wetlands for Urban Highway Runoff Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E111\",\"An Assessment of Long-Term Monitoring Data for Constructed Wetlands for Urban Highway Runoff Control\")","v":"An Assessment of Long-Term Monitoring Data for Constructed Wetlands for Urban Highway Runoff Control"},"Water Quality Research Journal of Canada, 2003, Vol 38, Issue 2, p283, 33p","yes","http://www.philipseng.com/papers/Water/CAWQ%20Paper.pdf","7 years","yes","load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A169,#REF!,2,FALSE),(IF(B169=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp40","bmp",40,111,"controlling runoff","manufactured device","no","no","Charlottesville, VA","mixed urban","sediment","not applicable",null,"Fassman, Elizabeth A.",2006,"Improving Effectiveness and Evaluation Techniques of Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E112\",\"Improving Effectiveness and Evaluation Techniques of Stormwater Best Management Practices\")","v":"Improving Effectiveness and Evaluation Techniques of Stormwater Best Management Practices"},"Journal of Environmental Science & Health, Part A: Toxic/Hazardous Substances & Environmental Engineering, July 2006, Vol 41, Issue 7, p1247-1256","yes","http://www.tandfonline.com/doi/pdf/10.1080/10934520600656620","2.5 years","yes","concentration",{"$f":"IF(OR(U170=\"unknown- need full report\",V170=\"unknown- need full report\",W170=\"unknown- need full report\",I170=\"unknown\",K170=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A170,#REF!,2,FALSE),(IF(B170=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave18","permpave",18,112,"controlling runoff","porous pavement","no","no","Auckland, New Zealand","transportation","flow","not applicable",null,"Fassman, Elizabeth A; Blackbourn, Samuel",2010,"Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E113\",\"Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils\")","v":"Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p475-485, 11p, 4 Color Photographs, 1 Black and White Photograph, 1 Diagram, 6 Charts, 8 Graphs","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p475_s1?isAuthorized=no","2 years","yes","flow",{"$f":"IF(OR(U171=\"unknown- need full report\",V171=\"unknown- need full report\",W171=\"unknown- need full report\",I171=\"unknown\",K171=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A171,#REF!,2,FALSE),(IF(B171=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc31","construc",31,113,"controlling runoff","source control","no","yes","North Georgia","laboratory","multiple","flow, sediment",null,"Faucette, L. B.; Governo, J.; Tyler, R.; Gigley, G.; Jordan, C. F.; Lockaby, B. G.",2009,"Performance of compost filter socks and conventional sediment control barriers used for perimeter control on construction sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E114\",\"Performance of compost filter socks and conventional sediment control barriers used for perimeter control on construction sites\")","v":"Performance of compost filter socks and conventional sediment control barriers used for perimeter control on construction sites"},"Journal of Soil & Water Conservation; Jan/Feb2009, Vol. 64 Issue 1, p81-88","yes","http://www.jswconline.org/content/64/1/81.refs","not applicable","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A172,#REF!,2,FALSE),(IF(B172=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc42","construc",42,114,"controlling runoff","source control","no","yes","Beltsville, MD","laboratory","multiple","nutrients, sediment",null,"Faucette, L. B.; Sefton, K. A.; Sadeghi, A. M.; Rowland, R. A.",2008,"Sediment and phosphorus removal from simulated storm runoff with compost filter socks and silt fence",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E115\",\"Sediment and phosphorus removal from simulated storm runoff with compost filter socks and silt fence\")","v":"Sediment and phosphorus removal from simulated storm runoff with compost filter socks and silt fence"},"Journal of Soil & Water Conservation; Jul/Aug2008, Vol. 63 Issue 4, p257-264, 8p","yes","http://www.jswconline.org/content/63/4/257.abstract","not applicable","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A173,#REF!,2,FALSE),(IF(B173=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc12","construc",12,115,"controlling runoff","source control","no","yes","Athens, GA","other","multiple","nutrients, sediment",null,"Faucette, L. Britt; Governo, Jason; Jordan, Carl F.; Lockaby, B. Graeme; Carino, Honorio F.; Governo, Robin",2007,"Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E116\",\"Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes\")","v":"Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes"},"Journal of Soil & Water Conservation; Nov/Dec2007, Vol. 62 Issue 6, p404-413, ","yes","http://www.jswconline.org/content/62/6/404.abstract","3 months","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A174,#REF!,2,FALSE),(IF(B174=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp44","bmp",44,116,"controlling runoff","source control","no","no","San Diego, CA","laboratory","sediment","not applicable",null,"Faucette, L.B., Scholl, B.; Beighley, R. E., J. Governo",2009,"Large-Scale Performance and Design for Construction Activity Erosion Control Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E117\",\"Large-Scale Performance and Design for Construction Activity Erosion Control Best Management Practices\")","v":"Large-Scale Performance and Design for Construction Activity Erosion Control Best Management Practices"},"Journal of Environmental Quality, May/Jun 2009, Vol 38, Issue 3, p1248-1254","yes","http://www.filtrexx.com/Resources/120%20-%20JEQ%20-%20Faucette,%20Scholl,%20Beighley,%20and%20Governo.pdf","not applicable","yes","load",{"$f":"IF(OR(U175=\"unknown- need full report\",V175=\"unknown- need full report\",W175=\"unknown- need full report\",I175=\"unknown\",K175=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A175,#REF!,2,FALSE),(IF(B175=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"pollution prevention and municipal operations","CB cleaning","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A176,#REF!,2,FALSE),(IF(B176=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"controlling runoff","detention basin","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A177,#REF!,2,FALSE),(IF(B177=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"controlling runoff","porous pavement","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A178,#REF!,2,FALSE),(IF(B178=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"pollution prevention and municipal operations","street sweeping","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A179,#REF!,2,FALSE),(IF(B179=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"pollution prevention and municipal operations","maintenance practice","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A180,#REF!,2,FALSE),(IF(B180=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC25","PSC",25,118,"controlling runoff","other","yes","no","Bochum, Germany","mixed urban","other","not applicable",null,"Frehmann, T.\nNafo, I.\nNiemann, A.\nGeiger, W.F.\n",2002,"Storm water management in an urban catchment: effects of source control and real-time management of sewer systems on receiving water quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E119\",\"Storm water management in an urban catchment: effects of source control and real-time management of sewer systems on receiving water quality\")","v":"Storm water management in an urban catchment: effects of source control and real-time management of sewer systems on receiving water quality"},"Water Science & Technology; 2002, Vol. 46 Issue 6/7, p19","yes","http://www.iwaponline.com/wst/04606/wst046060019.htm","not available","unknown","model",{"$f":"IF(OR(U181=\"unknown- need full report\",V181=\"unknown- need full report\",W181=\"unknown- need full report\",I181=\"unknown\",K181=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A181,#REF!,2,FALSE),(IF(B181=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM21","MM",21,119,"monitoring","other","no","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"G. Allen Burton, Jr.; Robert E. Pitt",2001,"Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E120\",\"Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers\")","v":"Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers"},"http://rpitt.eng.ua.edu/Publications/BooksandReports/Stormwater%20Effects%20Handbook%20by%20%20Burton%20and%20Pitt%20book/MainEDFS_Book.html","yes","http://rpitt.eng.ua.edu/Publications/BooksandReports/Stormwater%20Effects%20Handbook%20by%20%20Burton%20and%20Pitt%20book/MainEDFS_Book.html","not applicable","yes","paper",{"$f":"IF(OR(U182=\"unknown- need full report\",V182=\"unknown- need full report\",W182=\"unknown- need full report\",I182=\"unknown\",K182=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A182,#REF!,2,FALSE),(IF(B182=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID17","LID",17,120,"controlling runoff","LID","no","no","not available","not available","flow","not applicable",null,"Gaskell, Simon",2007,"Flooding: are green roofs the answer?",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E121\",\"Flooding: are green roofs the answer?\")","v":"Flooding: are green roofs the answer?"},"Sustain' Magazine; 2007, Vol. 8 Issue 5, p51-54, 3p, 4 Black and White Photographs","no",null,"unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U183=\"unknown- need full report\",V183=\"unknown- need full report\",W183=\"unknown- need full report\",I183=\"unknown\",K183=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A183,#REF!,2,FALSE),(IF(B183=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM15","MM",15,121,"controlling runoff","infiltration basin","no","no","Puget Sound, WA","mixed urban","multiple","nutrients, toxics",null,"Gaus, Jennifer",null,"Soils of Infiltration Basins in the Puget Sound Region: Trace Metals Form and Concentrations and Comparison to Washington State Department of Ecology Guidelines",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E122\",\"Soils of Infiltration Basins in the Puget Sound Region: Trace Metals Form and Concentrations and Comparison to Washington State Department of Ecology Guidelines\")","v":"Soils of Infiltration Basins in the Puget Sound Region: Trace Metals Form and Concentrations and Comparison to Washington State Department of Ecology Guidelines"},"University of Washington","no",null,"1 year","yes","concentration",{"$f":"IF(OR(U184=\"unknown- need full report\",V184=\"unknown- need full report\",W184=\"unknown- need full report\",I184=\"unknown\",K184=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A184,#REF!,2,FALSE),(IF(B184=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC17","BC",17,122,"controlling runoff","detention basin","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A185,#REF!,2,FALSE),(IF(B185=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","biofilter","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A186,#REF!,2,FALSE),(IF(B186=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","manufactured device","yes","yes","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A187,#REF!,2,FALSE),(IF(B187=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","retention pond","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A188,#REF!,2,FALSE),(IF(B188=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","wetlands","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A189,#REF!,2,FALSE),(IF(B189=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E124\",\"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction\")","v":"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A190,#REF!,2,FALSE),(IF(B190=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A191,#REF!,2,FALSE),(IF(B191=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A192,#REF!,2,FALSE),(IF(B192=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A193,#REF!,2,FALSE),(IF(B193=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A194,#REF!,2,FALSE),(IF(B194=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","media filter","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A195,#REF!,2,FALSE),(IF(B195=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC13","BC",13,124,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","nutrients","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2010,"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E125\",\"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients\")","v":"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Nutrients%20Paper%20December%202010%20Final.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A196,#REF!,2,FALSE),(IF(B196=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC13","BC",13,124,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","nutrients","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2010,"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E125\",\"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients\")","v":"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Nutrients%20Paper%20December%202010%20Final.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A197,#REF!,2,FALSE),(IF(B197=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC13","BC",13,124,"controlling runoff","media filter","yes","no","not applicable","mixed urban","nutrients","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2010,"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E125\",\"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients\")","v":"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Nutrients%20Paper%20December%202010%20Final.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A198,#REF!,2,FALSE),(IF(B198=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E126\",\"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)\")","v":"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A199,#REF!,2,FALSE),(IF(B199=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A200,#REF!,2,FALSE),(IF(B200=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A201,#REF!,2,FALSE),(IF(B201=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","media filter","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A202,#REF!,2,FALSE),(IF(B202=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","manufactured device","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A203,#REF!,2,FALSE),(IF(B203=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","porous pavement","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A204,#REF!,2,FALSE),(IF(B204=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A205,#REF!,2,FALSE),(IF(B205=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A206,#REF!,2,FALSE),(IF(B206=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B207&C207","v":"2sweep6"},"2sweep",6,126,"pollution prevention and municipal operations","street sweeping","no","no","USA","mixed urban","sediment","toxics",null,"German, J.; Svensson, G",2002,"Metal Content and Particle Size Distribution of Street Sediments and Street Sweeping Waste",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E127\",\"Metal Content and Particle Size Distribution of Street Sediments and Street Sweeping Waste\")","v":"Metal Content and Particle Size Distribution of Street Sediments and Street Sweeping Waste"},"Water Science & Technology, 2002, Vol 46, Issue 6/7, p191",{"$f":"IF(LEN(T207)>0,\"yes\",\"no\")","v":"yes"},"http://cat.inist.fr/?aModele=afficheN&cpsidt=14182572","unknown- need full report","unknown- need full report","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A207,#REF!,2,FALSE),(IF(B207=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep12","2sweep",12,127,"pollution prevention and municipal operations","street sweeping","no","no","Jönköping, Sweden","mixed urban","toxics","sediment",null,"German, Jonas; Svensson, Gilbert",2001,"Street Sweeping as a Pollutant Control Measure",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E128\",\"Street Sweeping as a Pollutant Control Measure\")","v":"Street Sweeping as a Pollutant Control Measure"},"Proceedings of the 4th International Conference on Innovative Technologies in Urban Drainage.  Lyon, France, June 25-27, s. 383-390","yes","http://www.efn.uncor.edu/departamentos/hidraul/hidrologia/Auxiliar/01-047.pdf","6 weeks","yes","load","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A208,#REF!,2,FALSE),(IF(B208=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc15","construc",15,128,"controlling runoff","source control","no","no","Toronto, Ontario","mixed urban","sediment","not applicable",null,"Gharabaghi, B.; Fata, A.; Seters, T. Van; Rudra, R. P.; MacMillan, G.; Smith, D.; Li, J. Y.; Bradford, A.; Tesa, G.",2006,"Evaluation of sediment control pond performance at construction sites in the Greater Toronto Area.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E129\",\"Evaluation of sediment control pond performance at construction sites in the Greater Toronto Area.\")","v":"Evaluation of sediment control pond performance at construction sites in the Greater Toronto Area."},"Canadian Journal of Civil Engineering; Nov2006, Vol. 33 Issue 11, p1335-1344, 10p","yes","http://www.nrcresearchpress.com/doi/abs/10.1139/l06-074","not available","yes","concentration & modeling","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A209,#REF!,2,FALSE),(IF(B209=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf1","vf",1,129,"controlling runoff","biofilter","no","no","Southern Ontario, Canada","agriculture","sediment","not applicable",null,"Gharabaghi, Bahram; Rudra, Ramesh P; Goel, Pradeep K.",2006,"Effectiveness of Vegetative Filter Strips in Removal of Sediments from Overland Flow",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E130\",\"Effectiveness of Vegetative Filter Strips in Removal of Sediments from Overland Flow\")","v":"Effectiveness of Vegetative Filter Strips in Removal of Sediments from Overland Flow"},"Water Quality Research Journal of Canada, 2006, Vol 41, Issue 3, p275-282, 8p","yes","http://www.cawq.ca/journal/temp/article/313.pdf","unknown- need full report","yes","load",{"$f":"IF(OR(U210=\"unknown- need full report\",V210=\"unknown- need full report\",W210=\"unknown- need full report\",I210=\"unknown\",K210=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A210,#REF!,2,FALSE),(IF(B210=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp31","bmp",31,130,"controlling runoff","rain garden","no","no","Pennsylvania","mixed urban","multiple","flow, sediment",null,"Gilbert Jenkins, Jennifer K.; Wadzuk, Bridget M.; Welker, Andrea L.",2010,"Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E131\",\"Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction\")","v":"Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction"},"Journal of Irrigation & Drainage Engineering, Dec 2010, Vol 136, Issue 12, p862-869","yes","http://ascelibrary.org/iro/resource/1/jidedh/v136/i12/p862_s1?isAuthorized=no","7 years","yes","flow",{"$f":"IF(OR(U211=\"unknown- need full report\",V211=\"unknown- need full report\",W211=\"unknown- need full report\",I211=\"unknown\",K211=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A211,#REF!,2,FALSE),(IF(B211=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR51","BR",51,131,"controlling runoff","rain garden","yes","no","Baltimore, MD","mixed urban","flow","not applicable",null,"Gilroy, Kristin L. \nMcCuen, Richard H.\n",2009,"Spatio-temporal effects of low impact development practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E132\",\"Spatio-temporal effects of low impact development practices\")","v":"Spatio-temporal effects of low impact development practices"},"Journal of Hydrology; Apr2009, Vol. 367 Issue 3/4, p228-236, 9p\nDocument Type:\n","yes","http://www.sciencedirect.com/science/article/pii/S0022169409000158","not applicable","no","model","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A212,#REF!,2,FALSE),(IF(B212=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR51","BR",51,131,"controlling runoff","LID","yes","no","Baltimore, MD","mixed urban","flow","not applicable",null,"Gilroy, Kristin L. \nMcCuen, Richard H.\n",2009,"Spatio-temporal effects of low impact development practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E132\",\"Spatio-temporal effects of low impact development practices\")","v":"Spatio-temporal effects of low impact development practices"},"Journal of Hydrology; Apr2009, Vol. 367 Issue 3/4, p228-236, 9p\nDocument Type:\n","yes","http://www.sciencedirect.com/science/article/pii/S0022169409000158","not applicable","no","model","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A213,#REF!,2,FALSE),(IF(B213=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC100","BC",100,132,"controlling runoff","wetlands","no","yes","Maryland, Virginia","multiple","multiple","flow, nutrients, toxics",null,"Godrej, Adil N.; Grizzard, Thomas; Kennel, Pamela P.; Lampe, Les K.; Carleton, James N.",1999,"Evaluating the Use of Constructed Wetlands in Urban Areas",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E133\",\"Evaluating the Use of Constructed Wetlands in Urban Areas\")","v":"Evaluating the Use of Constructed Wetlands in Urban Areas"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","3 years","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A214,#REF!,2,FALSE),(IF(B214=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp43","bmp",43,133,"controlling runoff","source control","no","no","not applicable","multiple","sediment","not applicable",null,"Goldstein, Nora",2006,"Its Official! Compost Tools On EPA List As Storm Water BMP's",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E134\",\"Its Official! Compost Tools On EPA List As Storm Water BMP's\")","v":"Its Official! Compost Tools On EPA List As Storm Water BMP's"},"BioCycle, Feb 2006, Vol 47, Issue 2, p21-22","yes","http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=min_measure&min_measure_id=4","not applicable","no","concentration & flow",{"$f":"IF(OR(U215=\"unknown- need full report\",V215=\"unknown- need full report\",W215=\"unknown- need full report\",I215=\"unknown\",K215=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A215,#REF!,2,FALSE),(IF(B215=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["SG14","SG",14,134,"controlling runoff","other","yes","no","Chattahoochee National Forest","rural, non-agriculture","sediment","not applicable",null,"Grace, Johnny M., III",2006,"A New Design to Evaluate Erosion and Sediment Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E135\",\"A New Design to Evaluate Erosion and Sediment Control\")","v":"A New Design to Evaluate Erosion and Sediment Control"},"Science.gov","yes","http://www.treesearch.fs.fed.us/pubs/21948","unknown- need full report","unknown- need full report","load",{"$f":"IF(OR(U216=\"unknown- need full report\",V216=\"unknown- need full report\",W216=\"unknown- need full report\",I216=\"unknown\",K216=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A216,#REF!,2,FALSE),(IF(B216=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp19","bmp",19,135,"controlling runoff","LID","no","no","Connecticut","commercial","multiple","nutrients, toxics",null,"Gregoire, Bruce G.; Clausen, John C.",2011,"Effect of a Modular Extensive Green Roof on Stormwater Runoff and Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E136\",\"Effect of a Modular Extensive Green Roof on Stormwater Runoff and Water Quality\")","v":"Effect of a Modular Extensive Green Roof on Stormwater Runoff and Water Quality"},"Ecological Engineering, Jun 2011, Vol 37, Issue 6, p963-969","yes","http://clear.uconn.edu/projects/tmdl/library/papers/Gregoire-Clausen_2011.pdf","unknown- need full report","yes","load",{"$f":"IF(OR(U217=\"unknown- need full report\",V217=\"unknown- need full report\",W217=\"unknown- need full report\",I217=\"unknown\",K217=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A217,#REF!,2,FALSE),(IF(B217=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC94","BC",94,136,"pollution prevention and municipal operations","retention pond","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E137\",\"Maintenance of Stormwater Best Management Practices\")","v":"Maintenance of Stormwater Best Management Practices"},"University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A218,#REF!,2,FALSE),(IF(B218=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","detention basin","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A219,#REF!,2,FALSE),(IF(B219=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","wetlands","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A220,#REF!,2,FALSE),(IF(B220=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","media filter","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A221,#REF!,2,FALSE),(IF(B221=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","rain garden","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A222,#REF!,2,FALSE),(IF(B222=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","infiltration basin","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A223,#REF!,2,FALSE),(IF(B223=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","porous pavement","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A224,#REF!,2,FALSE),(IF(B224=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","biofilter","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A225,#REF!,2,FALSE),(IF(B225=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","manufactured device","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A226,#REF!,2,FALSE),(IF(B226=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["rg27","rg",27,137,"pollution prevention and municipal operations","maintenance practice","no","no","not available","mixed urban","multiple","multiple",null,"Gulliver, John S.; Nieber, John L.; Hozalski, Raymond M; Asleson, Brooke C.; Wilson, Bruce C.; Nestingen, Rebecca S.",2008,"The Four Levels",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E138\",\"The Four Levels\")","v":"The Four Levels"},"Stormwater; Sep2008, Vol. 9 Issue 6, p82-88, 7p","yes","http://www.stormh2o.com/september-2008/rain-garden-assessment.aspx","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U227=\"unknown- need full report\",V227=\"unknown- need full report\",W227=\"unknown- need full report\",I227=\"unknown\",K227=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A227,#REF!,2,FALSE),(IF(B227=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST13","WST",13,138,"controlling runoff","detention basin","no","no","Ruhr River Basin, Germany","mixed urban","flow","not applicable",null,"H. Bode; M. Weyand",2002,"The influence of stormwater treatment on the hydraulic and pollution load - balance for an entire river basin ",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E139\",\"The influence of stormwater treatment on the hydraulic and pollution load - balance for an entire river basin \")","v":"The influence of stormwater treatment on the hydraulic and pollution load - balance for an entire river basin "},"Water Science and Technology, Vol 45, No 3, p167-174","yes","http://www.iwaponline.com/wst/04503/wst045030167.htm","unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U228=\"unknown- need full report\",V228=\"unknown- need full report\",W228=\"unknown- need full report\",I228=\"unknown\",K228=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A228,#REF!,2,FALSE),(IF(B228=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST14","WST",14,139,"controlling runoff","wetlands","no","no","not available","mixed urban","bacteria","not applicable",null,"H. J. Bavor; C. M. Davies; K. Sakadevan",2001,"Stormwater treatment: do constructed wetlands yield improved pollutant management performance over a detention pond system?",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E140\",\"Stormwater treatment: do constructed wetlands yield improved pollutant management performance over a detention pond system?\")","v":"Stormwater treatment: do constructed wetlands yield improved pollutant management performance over a detention pond system?"},"Water Science and Technology, Vol 44, No 11-12, p565-570","yes","http://www.ncbi.nlm.nih.gov/sites/entrez?Db=pubmed&Cmd=Retrieve&list_uids=11804151&dopt=abstractplus","unknown- need full report","unknown- need full report","concentration",{"$f":"IF(OR(U229=\"unknown- need full report\",V229=\"unknown- need full report\",W229=\"unknown- need full report\",I229=\"unknown\",K229=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A229,#REF!,2,FALSE),(IF(B229=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf7","vf",7,140,"controlling runoff","biofilter","no","no","Eastern North Carolina","transportation","sediment","not applicable",null,"Han, Jun; Wu, Jy S.; Allan, Craig",2005,"Suspended Sediment Removal by Vegetative Filter Strip Treating Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E141\",\"Suspended Sediment Removal by Vegetative Filter Strip Treating Highway Runoff\")","v":"Suspended Sediment Removal by Vegetative Filter Strip Treating Highway Runoff"},"Journal of Environmental Science & Health, Part A: Toxic/Hazardous Substances & Environmental Engineering, 2005, Vol 40, Issue 8, p1637-1649","yes","http://www.tandfonline.com/doi/abs/10.1081/ESE-200060683#preview","unknown- need full report","yes","concentration",{"$f":"IF(OR(U230=\"unknown- need full report\",V230=\"unknown- need full report\",W230=\"unknown- need full report\",I230=\"unknown\",K230=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A230,#REF!,2,FALSE),(IF(B230=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp1","bmp",1,141,"controlling runoff","retention pond","no","no","James City County, VA","mixed urban","flow","not applicable",null,"Hancock, Gregory S.; Holley, Jonathan W.; Chambers, Randolph M.",2010,"A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E142\",\"A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control\")","v":"A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control"},"Journal of the American Water Resources Association: How Effective Are Pond at Water Quantity Control","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2010.00481.x/abstract","4 years","yes","flow",{"$f":"IF(OR(U231=\"unknown- need full report\",V231=\"unknown- need full report\",W231=\"unknown- need full report\",I231=\"unknown\",K231=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A231,#REF!,2,FALSE),(IF(B231=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","rain garden","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A232,#REF!,2,FALSE),(IF(B232=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","wetlands","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A233,#REF!,2,FALSE),(IF(B233=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","oil water separator","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A234,#REF!,2,FALSE),(IF(B234=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","manufactured device","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A235,#REF!,2,FALSE),(IF(B235=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","rain garden","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A236,#REF!,2,FALSE),(IF(B236=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","detention basin","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A237,#REF!,2,FALSE),(IF(B237=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","retention pond","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A238,#REF!,2,FALSE),(IF(B238=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","wetlands","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A239,#REF!,2,FALSE),(IF(B239=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","manufactured device","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A240,#REF!,2,FALSE),(IF(B240=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp27","bmp",27,144,"controlling runoff","wetlands","no","no","Mooresville, NC","mixed urban","multiple","nutrients, sediment",null,"Hathaway, J. M.; Hunt, W. F.",2010,"Evaluation of Storm-Water Wetlands in Series in Piedmont North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E145\",\"Evaluation of Storm-Water Wetlands in Series in Piedmont North Carolina\")","v":"Evaluation of Storm-Water Wetlands in Series in Piedmont North Carolina"},"Journal of Environmental Engineering, Jan 2010, Vol 136, Issue 1, p140-146","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?251134","6 months","yes","concentration",{"$f":"IF(OR(U241=\"unknown- need full report\",V241=\"unknown- need full report\",W241=\"unknown- need full report\",I241=\"unknown\",K241=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A241,#REF!,2,FALSE),(IF(B241=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt8","biofilt",8,145,"controlling runoff","media filter","no","no","Australia","laboratory","sediment","nutrients, toxics",null,"Hatt, B. E.\nSiriwardene, N.\nDeletic, A.\nFletcher, T. D.",2006,"Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E146\",\"Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal.\")","v":"Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal."},"Water Science & Technology; 2006, Vol. 54 Issue 6/7, p263-271, 9p, 1 Diagram, 1 Chart, 5 Graphs","yes","ftp://ftp.lermo.cz/Vojtech_outgoing/icud2008/.../10icud_522_880.pdf ","not applicable","yes","concentration","y","really a media filter (vs. biofilter); laboratory","MM",{"$f":"IFERROR(VLOOKUP(A242,#REF!,2,FALSE),(IF(B242=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt27","biofilt",27,146,"controlling runoff","LID","no","no","Australia","laboratory","sediment","nutrients, toxics",null,"Hatt, B. E.; Deletic, A.; Fletcher, T. D.",2007,"Stormwater Reuse: Designing Biofiltration Systems for Reliable Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E147\",\"Stormwater Reuse: Designing Biofiltration Systems for Reliable Treatment\")","v":"Stormwater Reuse: Designing Biofiltration Systems for Reliable Treatment"},"Water Science & Technology; 2007, Vol 55, Issue 4, p201-209","yes","http://www.iwaponline.com/wst/05504/wst055040201.htm","5 weeks","unknown- need full report","load","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A243,#REF!,2,FALSE),(IF(B243=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt21","biofilt",21,147,"controlling runoff","rain garden","no","no","Australia","residential, transportation","multiple","flow, nutrients, sediment, toxics ",null,"Hatt, B. E.; Fletcher, T. D.; Deletic, A.",2009,"Pollutant Removal Performance of Field-Scale Stormwater Biofiltration Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E148\",\"Pollutant Removal Performance of Field-Scale Stormwater Biofiltration Systems\")","v":"Pollutant Removal Performance of Field-Scale Stormwater Biofiltration Systems"},"Water Science & Technology, 2009, Vol 59, Issue 8, p1567-1576, 10p, 1 Chart, 5 Graphs","yes","http://www.sciencedirect.com/science/article/pii/S0022169408005969","3.5 years","yes","concentration and loads","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A244,#REF!,2,FALSE),(IF(B244=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt9","biofilt",9,148,"controlling runoff","media filter","no","no","Australia","laboratory","sediment","nutrients, toxics ",null,"Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana",2008,"Hydraulic and Pollutant Removal Performance of Fine Media Stormwater Filtration Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E149\",\"Hydraulic and Pollutant Removal Performance of Fine Media Stormwater Filtration Systems\")","v":"Hydraulic and Pollutant Removal Performance of Fine Media Stormwater Filtration Systems"},"Environmental Science & Technology; 2008, Vol 42, Issue 7, p2535-2541","yes","http://pubs.acs.org/doi/abs/10.1021/es071264p","42 weeks","yes","load and hydraulic conductivity","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A245,#REF!,2,FALSE),(IF(B245=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt10","biofilt",10,149,"controlling runoff","rain garden","no","no","Australia","laboratory","multiple","nutrients, sediment, toxics",null,"Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana",2007,"Hydraulic and Pollutant Removal Performance of Stormwater Filters Under Variable Wetting and Drying Regimes",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E150\",\"Hydraulic and Pollutant Removal Performance of Stormwater Filters Under Variable Wetting and Drying Regimes\")","v":"Hydraulic and Pollutant Removal Performance of Stormwater Filters Under Variable Wetting and Drying Regimes"},"Water Science & Technology; 2007, Vol. 56, Issue 12, p11-19","yes","http://www.iwaponline.com/wst/05612/wst056120011.htm","42 weeks","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A246,#REF!,2,FALSE),(IF(B246=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt13","biofilt",13,150,"controlling runoff","rain garden","no","no","Australia","residential, transportation","multiple","flow, nutrients, sediment, toxics ",null,"Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana",2009,"Hydrologic and Pollutant Removal Performance of Stormwater Biofiltration Systems at the Field Scale",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E151\",\"Hydrologic and Pollutant Removal Performance of Stormwater Biofiltration Systems at the Field Scale\")","v":"Hydrologic and Pollutant Removal Performance of Stormwater Biofiltration Systems at the Field Scale"},"Journal of Hydrology; Feb 2009, Vol 365, Issue 3/4, p310-321","yes","http://www.ncbi.nlm.nih.gov/sites/entrez?Db=pubmed&Cmd=Retrieve&list_uids=18075173&dopt=abstractplus","5 months","yes","flow and concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A247,#REF!,2,FALSE),(IF(B247=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc35","construc",35,151,"controlling runoff","source control","no","no","North Carolina","transportation","sediment","not applicable",null,"Hayes, S. A.; McLaughlin, R. A.; Osmond, D. L.",2005,"Polyacrylamide use for erosion and turbidity control on construction sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E152\",\"Polyacrylamide use for erosion and turbidity control on construction sites\")","v":"Polyacrylamide use for erosion and turbidity control on construction sites"},"Journal of Soil & Water Conservation; Jul/Aug2005, Vol. 60 Issue 4, p6-6, 1p","yes","http://www.jswconline.org/content/60/4/193.abstract","6 storms","yes","load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A248,#REF!,2,FALSE),(IF(B248=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bioinf4","bioinf",4,152,"controlling runoff","LID","no","yes","Villanova University, PA","commercial","flow","not applicable",null,"Heasom, William\nTraver, Robert G.\nWelker, Andrea",2006,"Hydrologic Modeling of A Bioinfiltration Best Management Practice",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E153\",\"Hydrologic Modeling of A Bioinfiltration Best Management Practice\")","v":"Hydrologic Modeling of A Bioinfiltration Best Management Practice"},"Journal of the American Water Resources Association; Oct2006, Vol. 42 Issue 5, p1329-1347, 19p, 4 Charts, 6 Graphs","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2006.tb05304.x/abstract","unknown- need full report","yes","model","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A249,#REF!,2,FALSE),(IF(B249=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt22","biofilt",22,153,"controlling runoff","LID","no","no","Australia","laboratory","nutrients","not applicable",null,"Henderson, C.; Greenway, M.; Phillips, I.",2007,"Removal of Dissolved Nitrogen, Phosphorous and Carbon From Stormwater by Biofiltration  Mesocosms",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E154\",\"Removal of Dissolved Nitrogen, Phosphorous and Carbon From Stormwater by Biofiltration  Mesocosms\")","v":"Removal of Dissolved Nitrogen, Phosphorous and Carbon From Stormwater by Biofiltration  Mesocosms"},"Water Science & Technology, 2007, Vol 55, Issue 4, p183-191, 9p","yes","http://www.refdoc.fr/Detailnotice?cpsidt=18574632&traduire=en","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A250,#REF!,2,FALSE),(IF(B250=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC103","BC",103,154,"controlling runoff","rain garden","yes","yes","multiple","mixed urban","multiple","not available",null,"Hinman, Cutris",2008,"Compilation of national and international research on bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E155\",\"Compilation of national and international research on bioretention\")","v":"Compilation of national and international research on bioretention"},"Puget Sound Partnership","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/bio_docs.htm","not applicable","not applicable","not applicable","no","website with links to articles","COD",{"$f":"IFERROR(VLOOKUP(A251,#REF!,2,FALSE),(IF(B251=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC102","BC",102,155,"controlling runoff","porous pavement","yes","no","multiple","mixed urban","multiple","not available",null,"Hinman, Cutris",2008,"Compilation of national and international research on pervious pavement",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E156\",\"Compilation of national and international research on pervious pavement\")","v":"Compilation of national and international research on pervious pavement"},"Puget Sound Partnership","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/paving_docs/paving_docs.htm","not applicable","not applicable","not applicable","no","website with links to articles","COD",{"$f":"IFERROR(VLOOKUP(A252,#REF!,2,FALSE),(IF(B252=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC99","BC",99,156,"controlling runoff","biofilter","yes","no","western Washington","residential","multiple","flow, toxics",null,"Hinman, Cutris",2009,"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E157\",\"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington\")","v":"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","2.5 years","no","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A253,#REF!,2,FALSE),(IF(B253=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC99","BC",99,156,"controlling runoff","porous pavement","yes","no","western Washington","residential","multiple","flow, toxics",null,"Hinman, Cutris",2009,"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E157\",\"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington\")","v":"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","2.5 years","no","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A254,#REF!,2,FALSE),(IF(B254=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC99","BC",99,156,"controlling runoff","LID","yes","no","western Washington","residential","multiple","flow, toxics",null,"Hinman, Cutris",2009,"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E157\",\"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington\")","v":"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","2.5 years","no","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A255,#REF!,2,FALSE),(IF(B255=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","rain garden","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E158\",\"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs\")","v":"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs"},"Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A256,#REF!,2,FALSE),(IF(B256=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","infiltration basin","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A257,#REF!,2,FALSE),(IF(B257=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","wetland","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A258,#REF!,2,FALSE),(IF(B258=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","biofilter","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A259,#REF!,2,FALSE),(IF(B259=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","retention pond","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A260,#REF!,2,FALSE),(IF(B260=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","media filter","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A261,#REF!,2,FALSE),(IF(B261=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","detention basin","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A262,#REF!,2,FALSE),(IF(B262=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","manufactured device","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A263,#REF!,2,FALSE),(IF(B263=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","other","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A264,#REF!,2,FALSE),(IF(B264=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B265&C265","v":"bmp7"},"bmp",7,158,"controlling runoff","detention basin","no","no","Fairfax County, VA","mixed urban","multiple","nutrients, sediment",null,"Hogan, Dianna M.; Walbridge, Mark R.",2007,"Best Management Practices for Nutrient and Sediment Retention in Urban Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E159\",\"Best Management Practices for Nutrient and Sediment Retention in Urban Stormwater Runoff\")","v":"Best Management Practices for Nutrient and Sediment Retention in Urban Stormwater Runoff"},"Journal of Environmental Quality, Mar/April 2007, Vol 36, Issue 2, p386-395",{"$f":"IF(LEN(T265)>0,\"yes\",\"no\")","v":"yes"},"http://ddr.nal.usda.gov/bitstream/10113/15491/1/IND43995882.pdf","unknown- need full report","yes","concentration",{"$f":"IF(OR(U265=\"unknown- need full report\",V265=\"unknown- need full report\",W265=\"unknown- need full report\",I265=\"unknown\",K265=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A265,#REF!,2,FALSE),(IF(B265=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B266&C266","v":"JAWRA8"},"JAWRA",8,159,"controlling runoff","LID","no","no","Waterford, CT","residential","flow","not applicable",null,"Hood, Mark J.; Clausen, John C.; Warner, Glenn S.",2007,"Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E160\",\"Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development\")","v":"Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development"},"Journal of the American Water Resources Association, Vol 43, Issue 4, p1036-1046",{"$f":"IF(LEN(T266)>0,\"yes\",\"no\")","v":"yes"},"http://www.cabnr.unr.edu/saito/Classes/nres482/readings/hood07.pdf","30 months","yes","flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A266,#REF!,2,FALSE),(IF(B266=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B267&C267","v":"BR64"},"BR",64,160,"controlling runoff","rain garden","no","no","Maryland","commercial","multiple","bacteria, flow, nutrients, other, sediment, toxics ",null,"Houng Li\nDavis, Allen P.",2009,"Water Quality Improvement through Reductions of Pollutant Loads Using Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E161\",\"Water Quality Improvement through Reductions of Pollutant Loads Using Bioretention\")","v":"Water Quality Improvement through Reductions of Pollutant Loads Using Bioretention"},"Journal of Environmental Engineering; Aug2009, Vol. 135 Issue 8, p567-576, 10p, 5 Charts, 11 Graphs",{"$f":"IF(LEN(T267)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/eeo/resource/1/joeedu/v135/i8/p567_s1?isAuthorized=no","15 months","yes","concentration & load","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A267,#REF!,2,FALSE),(IF(B267=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC53","BC",53,161,"controlling runoff","retention pond","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E162\",\"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems\")","v":"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems"},"Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A268,#REF!,2,FALSE),(IF(B268=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","detention basin","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A269,#REF!,2,FALSE),(IF(B269=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","biofilter","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A270,#REF!,2,FALSE),(IF(B270=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","rain garden","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A271,#REF!,2,FALSE),(IF(B271=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","porous pavement","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A272,#REF!,2,FALSE),(IF(B272=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","infiltration basin","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A273,#REF!,2,FALSE),(IF(B273=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B274&C274","v":"BR34"},"BR",34,162,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","multiple","flow, nutrients, sediment, toxics ",null,"Hsieh, C.H.\nDavis, A.P. ",2005,"Multiple-event study of bioretention for treatment of urban storm water runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E163\",\"Multiple-event study of bioretention for treatment of urban storm water runoff\")","v":"Multiple-event study of bioretention for treatment of urban storm water runoff"},"Water Science & Technology; 2005, Vol. 51 Issue 3/4, p177-181, 5p",{"$f":"IF(LEN(T274)>0,\"yes\",\"no\")","v":"yes"},"http://www.ucd.ie/dipcon/docs/theme04/theme04_11.PDF","12 weeks","yes","concentration","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A274,#REF!,2,FALSE),(IF(B274=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp37","bmp",37,163,"controlling runoff","multiple","yes","yes","Various, USA","mixed urban","multiple","flow, sediment",null,"Huber, W. C.; Wells, W. J.; Besaw, I. K.; Leinsenring, M. A.",2006,"Hydrologic Regionalisation Impacts on Wet-Weather Control Selection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E164\",\"Hydrologic Regionalisation Impacts on Wet-Weather Control Selection\")","v":"Hydrologic Regionalisation Impacts on Wet-Weather Control Selection"},"Water Science & Technology, 2006, Vo 54, Issue 6/7, p485-492","yes","ftp://ftp.lermo.cz/Vojtech_outgoing/icud2008/2005%20-%2010ICUD/papers/10icud_429_608.pdf","unknown- need full report","unknown- need full report","concentration & flow",{"$f":"IF(OR(U275=\"unknown- need full report\",V275=\"unknown- need full report\",W275=\"unknown- need full report\",I275=\"unknown\",K275=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A275,#REF!,2,FALSE),(IF(B275=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR13","BR",13,164,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","nutrients","not applicable",null,"Huhno Kim\nSeagren, Eric A.\nDavis, Allen P.\n",2000,"Engineered Bioretention for Removal of Nitrate from Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E165\",\"Engineered Bioretention for Removal of Nitrate from Stormwater Runoff\")","v":"Engineered Bioretention for Removal of Nitrate from Stormwater Runoff"},"WEFTEC 2000","yes","www.psparchives.com/.../Design%20Bioretention%20for%20N%20Removal-Davis%202000.pdf ","not applicable","yes","concentration","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A276,#REF!,2,FALSE),(IF(B276=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR49","BR",49,165,"controlling runoff","biofilter","no","no","North Carolina","residential","flow","not applicable",null,"Hunt, W. F.\nHathaway, J. M.\nWinston, R. J.\nJadlocki, S. J.",2010,"Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E166\",\"Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C.\")","v":"Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C."},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p499-503, 5p, 2 Color Photographs, 1 Diagram, 3 Charts","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p499_s1?isAuthorized=no","14 months","yes","flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A277,#REF!,2,FALSE),(IF(B277=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR14","BR",14,166,"controlling runoff","rain garden","no","no","North Carolina","mixed urban","multiple","flow, nutrients, sediment, toxics ",null,"Hunt, W. F.\nJarrett, A. R.\nSmith, J. T.",2006,"Evaluating Bioretention Hydrology and Nutrient Removal at Three Field Sites in North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E167\",\"Evaluating Bioretention Hydrology and Nutrient Removal at Three Field Sites in North Carolina\")","v":"Evaluating Bioretention Hydrology and Nutrient Removal at Three Field Sites in North Carolina"},"Journal of Irrigation & Drainage Engineering; Nov/Dec2006, Vol. 132 Issue 6, p600-608, 9p, 5 Black and White Photographs, 1 Diagram, 6 Charts, 1 Graph, 1 Map","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/NCSU%20Bioretention%20Study.pdf","1 year","yes","concentration and flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A278,#REF!,2,FALSE),(IF(B278=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR44","BR",44,167,"controlling runoff","rain garden","no","no","North Carolina","mixed urban","multiple","bacteria, flow, nutrients, other, sediment, toxics ",null,"Hunt, W. F.\nSmith, J. T.\nJadlocki, S. J.\nHathaway, J. M.\nEubanks, P. R.",2008,"Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E168\",\"Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C.\")","v":"Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C."},"Journal of Environmental Engineering; May2008, Vol. 134 Issue 5, p403-408, 6p, 1 Color Photograph, 4 Charts, 1 Graph","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v134/i5/p403_s1?isAuthorized=no","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A279,#REF!,2,FALSE),(IF(B279=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf6","vf",6,168,"controlling runoff","biofilter","no","no","Charlotte, NC","residential","flow","not applicable",null,"Hunt, W. F.; Hathaway, J. M.; Winston, R. J.; Jadlocki, S. J.",2010,"Runoff Volume Reduction by a Level Spreader - Vegetated Filter Strip System in Suburban Charlotte, N.C.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E169\",\"Runoff Volume Reduction by a Level Spreader - Vegetated Filter Strip System in Suburban Charlotte, N.C.\")","v":"Runoff Volume Reduction by a Level Spreader - Vegetated Filter Strip System in Suburban Charlotte, N.C."},"Journal of Hydrologic Engineering, Jun 2010, Vol 15, Issue 6, p499-503, 5p","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p499_s1?isAuthorized=no","1 year","yes","flow",{"$f":"IF(OR(U280=\"unknown- need full report\",V280=\"unknown- need full report\",W280=\"unknown- need full report\",I280=\"unknown\",K280=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A280,#REF!,2,FALSE),(IF(B280=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp15","bmp",15,169,"controlling runoff","other","no","no","Reedy River Basin, SC","mixed urban","multiple","flow, nutrients, sediment",null,"Hur, J.; Schlautman, M. A.; Templeton, S. R.; Karanfil, T.; Post, C. J.; Smink, J. A.; Song, H.; Goddard, M. A.; Klaine, S. J.; Hayes, J. C.",2008,"Does Current Management of Storm Water Runoff Adequately Protect Water Resources in Developing Catchments",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E170\",\"Does Current Management of Storm Water Runoff Adequately Protect Water Resources in Developing Catchments\")","v":"Does Current Management of Storm Water Runoff Adequately Protect Water Resources in Developing Catchments"},"Journal of Soil & Water Conservation; Mar/April 2008, Vol 63, Issue 2, p77-90","yes","http://www.jswconline.org/content/63/2/77.refs","1 year","yes","load",{"$f":"IF(OR(U281=\"unknown- need full report\",V281=\"unknown- need full report\",W281=\"unknown- need full report\",I281=\"unknown\",K281=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"cumulative","MM",{"$f":"IFERROR(VLOOKUP(A281,#REF!,2,FALSE),(IF(B281=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt26","biofilt",26,170,"controlling runoff","rain garden","yes","no","Boston, MA ","mixed urban","nutrients","not applicable",null,"Hurley, Stephanie E.; Formann, Richard T. T.",2011,"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E171\",\"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA\")","v":"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA"},"Ecological Engineering, Jun 2011, Vol 37, Issue 6, p850-863","yes","http://caocao.myipcn.org/science/article/pii/S0925857411000425","not applicable","yes","model","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A282,#REF!,2,FALSE),(IF(B282=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt26","biofilt",26,170,"controlling runoff","detention basin","yes","no","Boston, MA ","mixed urban","nutrients","not applicable",null,"Hurley, Stephanie E.; Formann, Richard T. T.",2011,"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E171\",\"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA\")","v":"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA"},"Ecological Engineering, Jun 2011, Vol 37, Issue 6, p850-863","yes","http://caocao.myipcn.org/science/article/pii/S0925857411000425","not applicable","yes","model","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A283,#REF!,2,FALSE),(IF(B283=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave12","permpave",12,171,"controlling runoff","porous pavement","no","no","not available","mixed urban","flow","not applicable",null,"Illgen, M; Harting, K; Schmitt, T; Welker, A",2007,"Runoff and Infiltration Characteristics of Pavement Structures - review of an extensive monitoring program",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E172\",\"Runoff and Infiltration Characteristics of Pavement Structures - review of an extensive monitoring program\")","v":"Runoff and Infiltration Characteristics of Pavement Structures - review of an extensive monitoring program"},"Water Science & Technology; Vol 56 No. 10; p133-140","yes","http://documents.irevues.inist.fr/bitstream/handle/2042/25373/1023_165illgen.pdf?sequence=1","unknown","no","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A284,#REF!,2,FALSE),(IF(B284=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC37","BC",37,172,"pollution prevention and municipal operations","street sweeping","yes","no","Various, USA","mixed urban","multiple","not available",null,"International Stormwater BMP Database",2008,"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database ",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E173\",\"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database \")","v":"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database "},"International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/Nonstructural%20BMPs%202008.xls","10 years","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A285,#REF!,2,FALSE),(IF(B285=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC37","BC",37,172,"pollution prevention and municipal operations","CB cleaning","yes","no","Various, USA","mixed urban","multiple","not available",null,"International Stormwater BMP Database",2008,"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database ",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E173\",\"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database \")","v":"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database "},"International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/Nonstructural%20BMPs%202008.xls","10 years","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A286,#REF!,2,FALSE),(IF(B286=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B287&C287","v":"SG3"},"SG",3,173,"public education and outreach","education","no","no","multiple","mixed urban","multiple","multiple",null,"International Stormwater BMP Database",null,"The National Stormwater Best Management Practices Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E174\",\"The National Stormwater Best Management Practices Database\")","v":"The National Stormwater Best Management Practices Database"},"Science.gov",{"$f":"IF(LEN(T287)>0,\"yes\",\"no\")","v":"yes"},"http://www.bmpdatabase.org/","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U287=\"unknown- need full report\",V287=\"unknown- need full report\",W287=\"unknown- need full report\",I287=\"unknown\",K287=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},"duplicate","MM",{"$f":"IFERROR(VLOOKUP(A287,#REF!,2,FALSE),(IF(B287=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B288&C288","v":"WST11"},"WST",11,174,"public education and outreach","education","yes","yes","not applicable","mixed urban","other","not applicable",null,"J. Clary; B. Urbonas, J. Jones; E. Strecker; M. Quigley; J. O'Brien",2002,"Developing, Evaluating, and Maintaining a Standardized Stormwater BMP Effectiveness Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E175\",\"Developing, Evaluating, and Maintaining a Standardized Stormwater BMP Effectiveness Database\")","v":"Developing, Evaluating, and Maintaining a Standardized Stormwater BMP Effectiveness Database"},"Water Science and Technology, Vol 45, No 7, p65-73",{"$f":"IF(LEN(T288)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/04507/wst045070065.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U288=\"unknown- need full report\",V288=\"unknown- need full report\",W288=\"unknown- need full report\",I288=\"unknown\",K288=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A288,#REF!,2,FALSE),(IF(B288=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B289&C289","v":"2sweep15"},"2sweep",15,175,"pollution prevention and municipal operations","street sweeping","no","no","not available","mixed urban","multiple","not available",null,"J. D. Sartor; D. R. Gaboury",1984,"Street Sweeping as a Water Pollution Control Measure: Lessons Learned over the Past Ten Years",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E176\",\"Street Sweeping as a Water Pollution Control Measure: Lessons Learned over the Past Ten Years\")","v":"Street Sweeping as a Water Pollution Control Measure: Lessons Learned over the Past Ten Years"},"Science of the Total Environment, Volume 33, Issues 1-4, p171-183",{"$f":"IF(LEN(T289)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/0048969784903917","10 years","yes","load","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A289,#REF!,2,FALSE),(IF(B289=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B290&C290","v":"2CB7"},"2CB",7,176,"pollution prevention and municipal operations","maintenance practice","no","no","Florida","mixed urban","toxics","not applicable",null,"Jang, Yong-Chul; Jain, Pradeep; Tolaymat, Thabet; Dubey, Brajesh; Singh, Shrawan; Townsend, Timothy",2010,"Characterization of Roadway Stormwater System Residuals for Reuse and Disposal Options",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E177\",\"Characterization of Roadway Stormwater System Residuals for Reuse and Disposal Options\")","v":"Characterization of Roadway Stormwater System Residuals for Reuse and Disposal Options"},"Science of the Total Environment; Mar 2010, Vol 408, Issue 8, p1878-1887",{"$f":"IF(LEN(T290)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S0048969710000616","15 months","yes","concentration","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A290,#REF!,2,FALSE),(IF(B290=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC41","BC",41,177,"monitoring","source control","no","no","Newport Beach, CA","residential","bacteria","not applicable",null,"John F. Skinner, Joseph Guzman, John Kappeler",2010,"Regrowth of Enterococci & Fecal Coliform in Biofilm",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E178\",\"Regrowth of Enterococci & Fecal Coliform in Biofilm\")","v":"Regrowth of Enterococci & Fecal Coliform in Biofilm"},"Stormwater Magazine online","yes","http://www.stormh2o.com/july-august-2010/regrowth-enterococci-fecalcoliform.aspx","1 month","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A291,#REF!,2,FALSE),(IF(B291=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E179\",\"BMP Performance\nWebcast\")","v":"BMP Performance\nWebcast"},"Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A292,#REF!,2,FALSE),(IF(B292=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A293,#REF!,2,FALSE),(IF(B293=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A294,#REF!,2,FALSE),(IF(B294=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A295,#REF!,2,FALSE),(IF(B295=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A296,#REF!,2,FALSE),(IF(B296=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","manufactured device","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A297,#REF!,2,FALSE),(IF(B297=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","porous pavement","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A298,#REF!,2,FALSE),(IF(B298=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B299&C299","v":"BR5"},"BR",5,179,"controlling runoff","rain garden","no","no","North Carolina","mixed urban","temperature","not applicable",null,"Jones, Matthew P. \nHunt, William F.",2009,"Bioretention Impact on Runoff Temperature in Trout Sensitive Waters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E180\",\"Bioretention Impact on Runoff Temperature in Trout Sensitive Waters\")","v":"Bioretention Impact on Runoff Temperature in Trout Sensitive Waters"},"Journal of Environmental Engineering; Aug2009, Vol. 135 Issue 8, p577-585, 9p, 5 Diagrams, 5 Charts, 7 Graphs",{"$f":"IF(LEN(T299)>0,\"yes\",\"no\")","v":"yes"},"http://cedb.asce.org/cgi/WWWdisplay.cgi?173498","2 years","yes","concentration - temperature","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A299,#REF!,2,FALSE),(IF(B299=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B300&C300","v":"sweep3"},"sweep",3,180,"pollution prevention and municipal operations","street sweeping","no","no","not available","mixed urban","multiple","nutrients, sediment",null,"Joo-Hyon Kang\nStenstrom, Michael K",2008,"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E181\",\"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis\")","v":"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis"},"Water Science & Technology; 2008, Vol. 57 Issue 9, p1309-1315, 7p, 1 Chart, 3 Graphs",{"$f":"IF(LEN(T300)>0,\"yes\",\"no\")","v":"yes"},"http://www.ncbi.nlm.nih.gov/pubmed/18495993","unknown- need full report","yes","concentration",{"$f":"IF(OR(U300=\"unknown- need full report\",V300=\"unknown- need full report\",W300=\"unknown- need full report\",I300=\"unknown\",K300=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A300,#REF!,2,FALSE),(IF(B300=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC30","BC",30,181,"pollution prevention and municipal operations","other","yes","yes","Virginia","mixed urban","multiple","flow, nutrients, sediment",null,"Julia B. Hillegass",null,"Using An Indicators Database To Measure Stormwater Program Effectiveness In Hampton Roads",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E182\",\"Using An Indicators Database To Measure Stormwater Program Effectiveness In Hampton Roads\")","v":"Using An Indicators Database To Measure Stormwater Program Effectiveness In Hampton Roads"},"Hampton Roads Planning District Commission\nChesapeake, Virginia","yes","http://www.epa.gov/owow/NPS/natlstormwater03/17Hillegass.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A301,#REF!,2,FALSE),(IF(B301=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B302&C302","v":"JAWRA2"},"JAWRA",2,182,"pollution prevention and municipal operations","other","no","no","Various, USA","multiple","multiple","not available",null,"Kaiser, Edward J.; Burby, Raymond J.",1987,"Emerging State Roles in Urban Stormwater Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E183\",\"Emerging State Roles in Urban Stormwater Management\")","v":"Emerging State Roles in Urban Stormwater Management"},"Journal of the American Water Resources Association, Vol 23, Issue 3, p443-453",{"$f":"IF(LEN(T302)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1987.tb00822.x/abstract","not applicable","yes","paper",{"$f":"IF(OR(U302=\"unknown- need full report\",V302=\"unknown- need full report\",W302=\"unknown- need full report\",I302=\"unknown\",K302=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A302,#REF!,2,FALSE),(IF(B302=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B303&C303","v":"construc25"},"construc",25,183,"controlling runoff","source control","no","no","Pennsylvania","transportation","sediment","not applicable",null,"Kalainesan, Sujaya; Neufeld, Ronald D.; Quimpo, Rafael; Yodnane, Precha.",2008,"Integrated Methodology of Design for Construction Site Sedimentation Basins",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E184\",\"Integrated Methodology of Design for Construction Site Sedimentation Basins\")","v":"Integrated Methodology of Design for Construction Site Sedimentation Basins"},"Journal of Environmental Engineering; Aug2008, Vol. 134 Issue 8, p619-627, 9p, ",{"$f":"IF(LEN(T303)>0,\"yes\",\"no\")","v":"yes"},"ftp://ftp.eng.auburn.edu/pub/zechwes/ROSS/NC_Penn_State/Kalainesan_Methodology_basin.pdf","10 months","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A303,#REF!,2,FALSE),(IF(B303=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B304&C304","v":"bmp58"},"bmp",58,184,"controlling runoff","source control","no","no","Pennsylvania","transportation","multiple","nutrients, sediment, toxics",null,"Kalainesan, Sujaya; Neufeld, Ronald D.; Quimpo, Rafael; Yodnane, Precha.",2009,"Sedimentation Basin Performance at Highway Construction Sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E185\",\"Sedimentation Basin Performance at Highway Construction Sites\")","v":"Sedimentation Basin Performance at Highway Construction Sites"},"Journal of Environmental Management, Feb 2009, Vol 90, Issue 2.  p838-849.  ",{"$f":"IF(LEN(T304)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S0301479708000315","1 year","yes","concentration",{"$f":"IF(OR(U304=\"unknown- need full report\",V304=\"unknown- need full report\",W304=\"unknown- need full report\",I304=\"unknown\",K304=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A304,#REF!,2,FALSE),(IF(B304=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B305&C305","v":"SG8"},"SG",8,185,"pollution prevention and municipal operations","other","yes","no","Los Angeles, CA","mixed urban","multiple","multiple",null,"KALMAN O, LUND JR, \nLEW DK, LARSON DM.",2000,"Benefit-Cost Analysis of Stormwater Quality, Improvements",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E186\",\"Benefit-Cost Analysis of Stormwater Quality, Improvements\")","v":"Benefit-Cost Analysis of Stormwater Quality, Improvements"},"Science.gov",{"$f":"IF(LEN(T305)>0,\"yes\",\"no\")","v":"yes"},"http://www.ncbi.nlm.nih.gov/sites/entrez?Db=PubMed&Cmd=ShowDetailView&TermToSearch=11029113&ordinalpos=1&itool=EntrezSystem2.PEntrez.Pubmed.Pubmed_ResultsPanel.Pubmed_RVDocSum","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U305=\"unknown- need full report\",V305=\"unknown- need full report\",W305=\"unknown- need full report\",I305=\"unknown\",K305=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A305,#REF!,2,FALSE),(IF(B305=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC6","BC",6,186,"controlling runoff","retention pond","yes","no","Bellevue, WA","mixed urban","nutrients","flow, sediment",null,"Karen J. Comings, Derek B. Booth, ASCE Member,\nand Richard R. Horner, ASCE Member",2000,"Stormwater Pollutant Removal by Two Wet Ponds in Bellevue, Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E187\",\"Stormwater Pollutant Removal by Two Wet Ponds in Bellevue, Washington\")","v":"Stormwater Pollutant Removal by Two Wet Ponds in Bellevue, Washington"},"University of Washington","yes","http://water.washington.edu/outreach/Publications/articles.html","7 months","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A306,#REF!,2,FALSE),(IF(B306=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B307&C307","v":"pollutant5"},"pollutant",5,187,"monitoring","maintenance practice","no","no","Gulf Coast of Florida","mixed urban and rural, non-agricultural","bacteria","not applicable",null,"Korajkic, A.\nBrownell, M. J.\nHarwood, V. J.",2011,"Investigation of human sewage pollution and pathogen analysis at Florida Gulf coast Beaches",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E188\",\"Investigation of human sewage pollution and pathogen analysis at Florida Gulf coast Beaches\")","v":"Investigation of human sewage pollution and pathogen analysis at Florida Gulf coast Beaches"},"Journal of Applied Microbiology; Jan2011, Vol. 110 Issue 1, p174-183",{"$f":"IF(LEN(T307)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1365-2672.2010.04869.x/abstract","2 years","yes","concentration","have full report","This isn't really about a stormwater BMP.","COD",{"$f":"IFERROR(VLOOKUP(A307,#REF!,2,FALSE),(IF(B307=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB9","2CB",9,188,"controlling runoff","manufactured device","no","yes","not available","mixed urban","toxics","not applicable",null,"Kostarelos, Konstantinos; Khan, Eakalak; Callipo, Nazzareno; Velasques, Jennifer",2010,"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E189\",\"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff\")","v":"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff"},"Water Resources Management, Mar 2011, Vol 25, Issue 4, p1251-1251","yes","http://www.springerlink.com/content/w748313043x02gh8/","unknown- need full report","unknown- need full report","indirect","y","Erratum here: http://www.springerlink.com/content/p1025hh683657v03/","MM",{"$f":"IFERROR(VLOOKUP(A308,#REF!,2,FALSE),(IF(B308=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf3","vf",3,189,"controlling runoff","media filter","no","yes","Westchester County, NY","transportation","not available","not applicable",null,"Kostarelos, Konstantinos; Khan, Eakalak; Callipo, Nazzareno; Velasquez, Jennifer; Graves, Dave",2011,"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E190\",\"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff\")","v":"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff"},"Water Resources Management; Mar2011, Vol. 25, Issue 4, p1205-1217, 13p, 4 Color Photographs, 1 Chart","yes","http://www.springerlink.com/content/w748313043x02gh8/","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U309=\"unknown- need full report\",V309=\"unknown- need full report\",W309=\"unknown- need full report\",I309=\"unknown\",K309=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A309,#REF!,2,FALSE),(IF(B309=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB6","CB",6,190,"controlling runoff","retention pond","no","no","North Carolina","residential","bacteria","not applicable",null,"Krometis, Leigh-Anne H.; Drummey, Patricia N.; Characklis, Gregory W.; Sobsey, Mark D.",2009,"Impact of Microbial Partitioning on Wet Retention Pond Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E191\",\"Impact of Microbial Partitioning on Wet Retention Pond Effectiveness\")","v":"Impact of Microbial Partitioning on Wet Retention Pond Effectiveness"},"Journal of Environmental Engineering, Sep 2009, Vol 135, Issue 9, p758-767, 10p","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?173302","5 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A310,#REF!,2,FALSE),(IF(B310=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA9","JAWRA",9,191,"controlling runoff","porous pavement","no","no","Villanova University, PA","mixed urban","multiple","nutrients, sediment, toxics",null,"Kwiatkowski, Michael; Welker, Andrea L.; Traver, Robert G.; Vanacore, Megan; Ladd, Tyler",2007,"Evaluation of an Infiltration Best Management Practice Utilizing Pervious Concrete",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E192\",\"Evaluation of an Infiltration Best Management Practice Utilizing Pervious Concrete\")","v":"Evaluation of an Infiltration Best Management Practice Utilizing Pervious Concrete"},"Journal of the American Water Resources Association, Vol 43, Issue 5, p1208-1222","yes","http://www3.villanova.edu/vusp/Outreach/pasym03/pdfs/POSTER-Kwiatkowski.pdf","17 storms","yes","concentration",{"$f":"IF(OR(U311=\"unknown- need full report\",V311=\"unknown- need full report\",W311=\"unknown- need full report\",I311=\"unknown\",K311=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A311,#REF!,2,FALSE),(IF(B311=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep14","2sweep",14,192,"pollution prevention and municipal operations","maintenance practice","yes","no","Los Angeles, CA","industrial","multiple","not available",null,"L Donald Duke; Y. Jae Chung",1999,"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E193\",\"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry\")","v":"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry"},"Waste Management\nVolume 15, Issue 8, 1995, Pages 543-558 ","yes","http://www.sciencedirect.com/science/article/pii/0956053X96000104","2 months","no","paper","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A312,#REF!,2,FALSE),(IF(B312=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep14","2sweep",14,192,"pollution prevention and municipal operations","source control","yes","no","Los Angeles, CA","industrial","multiple","not available",null,"L Donald Duke; Y. Jae Chung",1999,"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E193\",\"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry\")","v":"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry"},"Waste Management\nVolume 15, Issue 8, 1995, Pages 543-558 ","yes","http://www.sciencedirect.com/science/article/pii/0956053X96000104","2 months","no","paper","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A313,#REF!,2,FALSE),(IF(B313=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR58","BR",58,193,"controlling runoff","rain garden","no","no","not available","laboratory","bacteria","not applicable",null,"Lan Zhang\nSeagren, Eric A.\nDavis, Allen P.\nKarns, Jeffrey S.",2010,"The Capture and Destruction of Escherichia coli from Simulated Urban Runoff Using Conventional Bioretention Media and Iron Oxide-coated Sand",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E194\",\"The Capture and Destruction of Escherichia coli from Simulated Urban Runoff Using Conventional Bioretention Media and Iron Oxide-coated Sand\")","v":"The Capture and Destruction of Escherichia coli from Simulated Urban Runoff Using Conventional Bioretention Media and Iron Oxide-coated Sand"},"Water Environment Research (10614303); Aug2010, Vol. 82 Issue 8, p701-714, 14p, 1 Diagram, 4 Charts, 5 Graphs","yes","http://www.ingentaconnect.com/content/wef/wer/2010/00000082/00000008/art00004","not available","yes","concentration","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A314,#REF!,2,FALSE),(IF(B314=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC49","BC",49,194,"pollution prevention and municipal operations","other","yes","no","California","mixed urban","multiple","not available",null,"Larry Walker Associates, Inc. (LWA) and EOA, Inc.",2007,"Municipal Stormwater Program Effectiveness Assessment Guidance Industrial/Commercial",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E195\",\"Municipal Stormwater Program Effectiveness Assessment Guidance Industrial/Commercial\")","v":"Municipal Stormwater Program Effectiveness Assessment Guidance Industrial/Commercial"},"California Stormwater Quality Association","no",null,"not applicable","yes","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A315,#REF!,2,FALSE),(IF(B315=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B316&C316","v":"2CB6"},"2CB",6,195,"controlling runoff","manufactured device","no","yes","Los Angeles, CA","mixed urban","sediment","toxics",null,"Lau, S. -L.; Khan, E.; Stenstrom, M.K.",2001,"Catch Basin Inserts to Reduce Pollution from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E196\",\"Catch Basin Inserts to Reduce Pollution from Stormwater\")","v":"Catch Basin Inserts to Reduce Pollution from Stormwater"},"Water Science & Technology, 2001, Vol 44, Issue 7, p23, 12p",{"$f":"IF(LEN(T316)>0,\"yes\",\"no\")","v":"yes"},"http://www.mendeley.com/research/catch-basin-inserts-reduce-pollution-stormwater/","unknown- need full report","unknown- need full report","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A316,#REF!,2,FALSE),(IF(B316=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC63","BC",63,196,"pollution prevention and municipal operations","street sweeping","yes","no","Baltimore, MD","mixed urban","nutrients","not applicable",null,"Law, Neely L; DiBlasi, Katie; Ghosh, Upal",2008,"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E197\",\"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin\")","v":"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin"},"Center for Watershed Protection","yes","http://archive.chesapeakebay.net/pubs/calendar/11412_03-28-11_Report_1_11263.PDF","2 years","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A317,#REF!,2,FALSE),(IF(B317=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC63","BC",63,196,"pollution prevention and municipal operations","CB cleaning","yes","no","Baltimore, MD","mixed urban","nutrients","not applicable",null,"Law, Neely L; DiBlasi, Katie; Ghosh, Upal",2008,"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E197\",\"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin\")","v":"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin"},"Center for Watershed Protection","yes","http://archive.chesapeakebay.net/pubs/calendar/11412_03-28-11_Report_1_11263.PDF","2 years","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A318,#REF!,2,FALSE),(IF(B318=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B319&C319","v":"biofilt12"},"biofilt",12,197,"controlling runoff","LID","no","no","Australia","laboratory, mixed urban","flow","not applicable",null,"Le Coustumer, S.; Fletcher, T. D.; Deletic, A., Barraud, S.",2007,"Hydraulic Performance of Biofilters for Stormwater Management: First Lessons from both Laboratory and Field Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E198\",\"Hydraulic Performance of Biofilters for Stormwater Management: First Lessons from both Laboratory and Field Studies\")","v":"Hydraulic Performance of Biofilters for Stormwater Management: First Lessons from both Laboratory and Field Studies"},"Water Science & Technology; 2007, Vol. 56, Issue 10, p93-100, 1 Diagram, 3 Charts, 1 Graph",{"$f":"IF(LEN(T319)>0,\"yes\",\"no\")","v":"yes"},"http://pubs.acs.org/doi/abs/10.1021/es071264p","unknown- need full report","yes","flow","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A319,#REF!,2,FALSE),(IF(B319=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt28","biofilt",28,198,"controlling runoff","infiltration basin","no","no","Lyons, France","industrial","toxics","not applicable",null,"Le Coustumer, S.; Moura, P.; Barraud, S.; Clozel, B.; Varnier, J.-C.",2007,"Temporal Evolution and Spatial Distribution of Heavy Metals in a Stormwater Infiltration Basin - Estimation of the Mass of Trapped Pollutants",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E199\",\"Temporal Evolution and Spatial Distribution of Heavy Metals in a Stormwater Infiltration Basin - Estimation of the Mass of Trapped Pollutants\")","v":"Temporal Evolution and Spatial Distribution of Heavy Metals in a Stormwater Infiltration Basin - Estimation of the Mass of Trapped Pollutants"},"Water Science & Technology, 2007, Vol 56, Issue 12, p93-100, 8p","yes","http://openurl.ebscohost.com/linksvc/select.aspx?genre=article&sid=PubMed&issn=02731223&title=p2253066884&volume=56&issue=12&spage=93&atitle=temporal+evolution+spatial+distribution+heavy+metals+stormwater+infiltration+basin+--+estimation+mass+trapped+pollutants.&aulast=Le+Coustumer&date=2007--&isbn=02731223","10 months","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A320,#REF!,2,FALSE),(IF(B320=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp35","bmp",35,199,"controlling runoff","rain garden","no","no","Australia","mixed urban","flow","not applicable",null,"Le Coustumer, Sebastien; Fletcher, Tim D.; Deletic, Ana; Barraud, Sylvie; Lewis, Justin F.",2009,"Hydraulic Performance of Biofilter Systems For Stormwater Management: Influences of Design and Operation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E200\",\"Hydraulic Performance of Biofilter Systems For Stormwater Management: Influences of Design and Operation\")","v":"Hydraulic Performance of Biofilter Systems For Stormwater Management: Influences of Design and Operation"},"Journal Of Hydrology, Sep 2009, Vol 376, Issue 1/2 p16-23","yes","http://www.sciencedirect.com/science/article/pii/S0022169409004028","unknown- need full report","yes","flow",{"$f":"IF(OR(U321=\"unknown- need full report\",V321=\"unknown- need full report\",W321=\"unknown- need full report\",I321=\"unknown\",K321=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A321,#REF!,2,FALSE),(IF(B321=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA4","JAWRA",4,200,"controlling runoff","wetlands","no","no","Nomini Creek Watershed, VA","other","multiple","bacteria, nutrients, sediment",null,"Lee, Erik R.; Mostaghimi, Saied; Wynn, Theresa M.",2002,"A Model To Enhance Wetland Design and Optimize Nonpoint Source Pollution Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E201\",\"A Model To Enhance Wetland Design and Optimize Nonpoint Source Pollution Control\")","v":"A Model To Enhance Wetland Design and Optimize Nonpoint Source Pollution Control"},"Journal of the American Water Resources Association, Vol 38, Issue 1, p17-32","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2002.tb01531.x/abstract","2 years","yes","model",{"$f":"IF(OR(U322=\"unknown- need full report\",V322=\"unknown- need full report\",W322=\"unknown- need full report\",I322=\"unknown\",K322=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A322,#REF!,2,FALSE),(IF(B322=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID22","LID",22,201,"monitoring","LID","no","no","Gainseville, VA","commercial","flow","not applicable",null,"LeFevre, Nancy-Jeanne Bachmann; Watkins Jr., David W.; Gierke, John S.; Brophy-Price, Jennifer",2010,"Hydrologic Performance Monitoring of an Underdrained Low-Impact Development Storm-Water Management System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E202\",\"Hydrologic Performance Monitoring of an Underdrained Low-Impact Development Storm-Water Management System\")","v":"Hydrologic Performance Monitoring of an Underdrained Low-Impact Development Storm-Water Management System"},"Journal of Irrigation & Drainage Engineering; May2010, Vol. 136 Issue 5, p333-339, 7p, 2 Diagrams, 3 Charts, 3 Graphs","yes","http://ascelibrary.org/iro/resource/1/jidedh/v136/i5/p333_s1?isAuthorized=no","2 months","yes","flow",{"$f":"IF(OR(U323=\"unknown- need full report\",V323=\"unknown- need full report\",W323=\"unknown- need full report\",I323=\"unknown\",K323=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A323,#REF!,2,FALSE),(IF(B323=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp24","bmp",24,202,"controlling runoff","wetlands","no","no","North Carolina","mixed urban","multiple","nutrients, sediment",null,"Lenhart, Hayes A.; Hunt, William F.",2011,"Evaluating Four Storm-Water Performance Metrics with a North Carolina Coastal Plain Storm-Water Wetland",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E203\",\"Evaluating Four Storm-Water Performance Metrics with a North Carolina Coastal Plain Storm-Water Wetland\")","v":"Evaluating Four Storm-Water Performance Metrics with a North Carolina Coastal Plain Storm-Water Wetland"},"Journal of Environmental Engineering, Feb 2011, Vol 137, Issue 2, p155-162","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v137/i2/p155_s1?isAuthorized=no","1 year","yes","load",{"$f":"IF(OR(U324=\"unknown- need full report\",V324=\"unknown- need full report\",W324=\"unknown- need full report\",I324=\"unknown\",K324=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A324,#REF!,2,FALSE),(IF(B324=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC44","BC",44,203,"controlling runoff","multiple","yes","yes","not applicable","mixed urban","multiple","not available",null,"Leslie Shoemaker, Ph.D.\nJohn Riverson Jr.\nKhalid Alvi\nJenny X. Zhen, Ph.D., P.E.\nSabu Paul, Ph.D., P.E.\nTeresa Rafi",2009,"SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E204\",\"SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality\")","v":"SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality"},"National Risk Management Research Laboratory\nOffice of Research and Development\nU.S. Environmental Protection Agency","yes","http://www.epa.gov/nrmrl/pubs/600r09095/600r09095.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A325,#REF!,2,FALSE),(IF(B325=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B326&C326","v":"BR31"},"BR",31,204,"controlling runoff","rain garden","no","no","North Carolina, Maryland","multiple","flow ","not applicable",null,"Li, Houng\nSharkey, Lucas J.\nHunt, William F.\nDavis, Allen P.",2009,"Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E205\",\"Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland\")","v":"Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland"},"Journal of Hydrologic Engineering; Apr2009, Vol. 14 Issue 4, p407-415, 9p, 6 Charts, 10 Graphs",{"$f":"IF(LEN(T326)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/heo/resource/1/jhyeff/v14/i4/p407_s1?isAuthorized=no","10–15 months","yes","flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A326,#REF!,2,FALSE),(IF(B326=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["SG7","SG",7,205,"controlling runoff","media filter","no","yes","Vancouver, BC","mixed urban","multiple","sediment, toxics",null,"Li, T.; Hall, K.; Li, L. Y.; Schreier, H.",2009,"Trace Metals in Urban Stormwater Runoff and their Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E206\",\"Trace Metals in Urban Stormwater Runoff and their Management\")","v":"Trace Metals in Urban Stormwater Runoff and their Management"},"Science.gov","yes","http://adsabs.harvard.edu/abs/2009EGUGA..11.1613L","15 storms","yes","concentration",{"$f":"IF(OR(U327=\"unknown- need full report\",V327=\"unknown- need full report\",W327=\"unknown- need full report\",I327=\"unknown\",K327=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A327,#REF!,2,FALSE),(IF(B327=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep10","2sweep",10,206,"pollution prevention and municipal operations","street sweeping","yes","no","Florida","mixed urban","toxics","not applicable",null,"Liebens, J.",2001,"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E207\",\"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age\")","v":"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age"},"Environmental Geology, Volume 41, Numbers 3-4, p341-351","yes","http://www.springerlink.com/content/kcnxw7jjkl8gmxbf/","not available","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A328,#REF!,2,FALSE),(IF(B328=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep10","2sweep",10,206,"pollution prevention and municipal operations","biofilter","yes","no","Florida","mixed urban","toxics","not applicable",null,"Liebens, J.",2001,"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E207\",\"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age\")","v":"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age"},"Environmental Geology, Volume 41, Numbers 3-4, p341-351","yes","http://www.springerlink.com/content/kcnxw7jjkl8gmxbf/","not available","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A329,#REF!,2,FALSE),(IF(B329=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep10","2sweep",10,206,"pollution prevention and municipal operations","retention pond","yes","no","Florida","mixed urban","toxics","not applicable",null,"Liebens, J.",2001,"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E207\",\"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age\")","v":"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age"},"Environmental Geology, Volume 41, Numbers 3-4, p341-351","yes","http://www.springerlink.com/content/kcnxw7jjkl8gmxbf/","not available","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A330,#REF!,2,FALSE),(IF(B330=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC32","PSC",32,207,"controlling runoff","LID","no","yes","Waterloo, Ontario","commercial","multiple","flow, nutrients",null,"Linden, Kyle Vander\nStone, Micheal\n",2009,"Treatment Performance of an Extensive Vegetated Roof in Waterloo, Ontario",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E208\",\"Treatment Performance of an Extensive Vegetated Roof in Waterloo, Ontario\")","v":"Treatment Performance of an Extensive Vegetated Roof in Waterloo, Ontario"},"Water Quality Research Journal of Canada; 2009, Vol. 44 Issue 1, p26-32","yes","http://uwspace.uwaterloo.ca/bitstream/10012/4135/1/VanderLinden_William_Kyle_Thesis.pdf","5 months","yes","concentration and flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A331,#REF!,2,FALSE),(IF(B331=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR41","BR",41,208,"controlling runoff","rain garden","yes","no","North Carolina","transportation","multiple","flow, nutrients, sediment, toxics ",null,"Line, D. E.\nHunt, W. F.",2009,"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E209\",\"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina\")","v":"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina"},"Journal of Irrigation & Drainage Engineering; Mar/Apr2009, Vol. 135 Issue 2, p217-224, 8p, 2 Color Photographs, 5 Charts, 1 Map","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?170501","8 months","yes","concentration & load","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A332,#REF!,2,FALSE),(IF(B332=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR41","BR",41,208,"controlling runoff","biofilter","yes","no","North Carolina","transportation","multiple","flow, nutrients, sediment, toxics ",null,"Line, D. E.\nHunt, W. F.",2009,"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E209\",\"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina\")","v":"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina"},"Journal of Irrigation & Drainage Engineering; Mar/Apr2009, Vol. 135 Issue 2, p217-224, 8p, 2 Color Photographs, 5 Charts, 1 Map","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?170501","8 months","yes","concentration & load","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A333,#REF!,2,FALSE),(IF(B333=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR43","BR",43,209,"controlling runoff","rain garden","no","no","Loganholme, Australia","laboratory","nutrients","not applicable",null,"Lucas, William C.\nGreenway, Margaret",2011,"Phosphorus Retention by Bioretention Mesocosms Using Media Formulated for Phosphorus Sorption: Response to Accelerated Loads",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E210\",\"Phosphorus Retention by Bioretention Mesocosms Using Media Formulated for Phosphorus Sorption: Response to Accelerated Loads\")","v":"Phosphorus Retention by Bioretention Mesocosms Using Media Formulated for Phosphorus Sorption: Response to Accelerated Loads"},"Journal of Irrigation and Drainage Engineering, Vol 137. No3, March 1, 2991; p144-153","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p144_s1?isAuthorized=no","2 years","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A334,#REF!,2,FALSE),(IF(B334=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR37","BR",37,210,"controlling runoff","rain garden","no","no","Brisbane, Australia","laboratory","nutrients","not applicable",null,"Lucas, William C.\nGreenway, Margaret ",2008,"Nutrient Retention in Vegetated and Nonvegetated Bioretention Mesocosms",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E211\",\"Nutrient Retention in Vegetated and Nonvegetated Bioretention Mesocosms\")","v":"Nutrient Retention in Vegetated and Nonvegetated Bioretention Mesocosms"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p613-623","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?167309","50 weeks","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A335,#REF!,2,FALSE),(IF(B335=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST1","WST",1,211,"controlling runoff","biofilter","no","no","Copenhagen, Denmark","mixed urban","flow","not applicable",null,"M. Bergman; M. R. Hedegaard; M. F. Petersen; P. Binning, O. Mark; P. S. Mikkelsen",2011,"Evaluation of Two Stormwater Infiltration Trenches in Central Copenhagen After 15 Years in Operation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E212\",\"Evaluation of Two Stormwater Infiltration Trenches in Central Copenhagen After 15 Years in Operation\")","v":"Evaluation of Two Stormwater Infiltration Trenches in Central Copenhagen After 15 Years in Operation"},"Water Science and Technology, Vol 63, No 10, p2279-2286","yes","http://documents.irevues.inist.fr/bitstream/handle/2042/35810/21405-084BER.pdf?sequence=1","15 years","yes","flow",{"$f":"IF(OR(U336=\"unknown- need full report\",V336=\"unknown- need full report\",W336=\"unknown- need full report\",I336=\"unknown\",K336=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A336,#REF!,2,FALSE),(IF(B336=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC25","BC",25,212,"controlling runoff","porous pavement","yes","no","Massachusetts","mixed urban","multiple","flow, nutrients, toxics",null,"Marc J. Zimmerman, Marcus C. Waldron, Jeffrey R. Barbaro, and\nJason R. Sorenson",2010,"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E213\",\"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies\")","v":"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies"},"U.S. Department of the Interior\nU.S. Geological Survey","yes","http://pubs.usgs.gov/circ/1361/pdf/circ1361.pdf","2 years","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A337,#REF!,2,FALSE),(IF(B337=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC25","BC",25,212,"controlling runoff","rain garden","yes","no","Massachusetts","mixed urban","multiple","flow, nutrients, toxics",null,"Marc J. Zimmerman, Marcus C. Waldron, Jeffrey R. Barbaro, and\nJason R. Sorenson",2010,"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E213\",\"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies\")","v":"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies"},"U.S. Department of the Interior\nU.S. Geological Survey","yes","http://pubs.usgs.gov/circ/1361/pdf/circ1361.pdf","2 years","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A338,#REF!,2,FALSE),(IF(B338=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC25","BC",25,212,"controlling runoff","LID","yes","no","Massachusetts","mixed urban","multiple","flow, nutrients, toxics",null,"Marc J. Zimmerman, Marcus C. Waldron, Jeffrey R. Barbaro, and\nJason R. Sorenson",2010,"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E213\",\"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies\")","v":"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies"},"U.S. Department of the Interior\nU.S. Geological Survey","yes","http://pubs.usgs.gov/circ/1361/pdf/circ1361.pdf","2 years","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A339,#REF!,2,FALSE),(IF(B339=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC40","BC",40,213,"controlling runoff","LID","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Martin Jaffe, Moira Zellner, Emily Minor, Miquel Gonzalez-Meler, Lisa Cotner, and Dean Massey,\nHala Ahmed and Megan Elberts,\nHal Sprague and Steve Wise\nBrian Miller",2010,"Using Green Infrastructure To Manage Urban Stormwater Quality: A Review Of Selected Practices And State Programs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E214\",\"Using Green Infrastructure To Manage Urban Stormwater Quality: A Review Of Selected Practices And State Programs\")","v":"Using Green Infrastructure To Manage Urban Stormwater Quality: A Review Of Selected Practices And State Programs"},"Illinois Environmental Protection Agency","yes","http://www.epa.state.il.us/green-infrastructure/docs/public-act-recommendations.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A340,#REF!,2,FALSE),(IF(B340=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B341&C341","v":"SG22"},"SG",22,214,"controlling runoff","biofilter","no","yes","not available","transportation","toxics","not applicable",null,"Maurer, Mark W.  ",2009,"Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E215\",\"Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff\")","v":"Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff"},"Science.gov",{"$f":"IF(LEN(T341)>0,\"yes\",\"no\")","v":"yes"},"http://www.wsdot.wa.gov/research/reports/fullreports/724.1.pdf","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U341=\"unknown- need full report\",V341=\"unknown- need full report\",W341=\"unknown- need full report\",I341=\"unknown\",K341=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A341,#REF!,2,FALSE),(IF(B341=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc24","construc",24,215,"controlling runoff","source control","no","no","North Carolina","transportation","sediment","not applicable",null,"McLaughlin, R. A.; King, S. E.; Jennings, G. D.",2009,"Improving construction site runoff quality with fiber check dams and polyacrylamide",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E216\",\"Improving construction site runoff quality with fiber check dams and polyacrylamide\")","v":"Improving construction site runoff quality with fiber check dams and polyacrylamide"},"Journal of Soil & Water Conservation; Mar/Apr2009, Vol. 64 Issue 2, p144-154, 11p","yes","http://www.jswconline.org/content/64/2/144.abstract","10 months","yes","concentration & load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A342,#REF!,2,FALSE),(IF(B342=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc14","construc",14,216,"controlling runoff","source control","no","no","Raleigh, NC","laboratory","sediment","not applicable",null,"McLaughlin, Richard A.; Brown, Tabitha T",2006,"Evaluation of Erosion Control Products With and Without Added Polyacrylamide",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E217\",\"Evaluation of Erosion Control Products With and Without Added Polyacrylamide\")","v":"Evaluation of Erosion Control Products With and Without Added Polyacrylamide"},"Journal of the American Water Resources Association; Jun2006, Vol. 42 Issue 3, p675-684, 10p","yes","https://webdisk.ucalgary.ca/~walkerd/public_html/PAM%20erosion%20control%20info/PAM%20McLaughlin%20JAWRA06.pdf","2 months","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A343,#REF!,2,FALSE),(IF(B343=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc47","construc",47,217,"controlling runoff","source control","no","no","North Carolina","transportation","sediment","not applicable",null,"Mctaughlin, Richard A.; Bartholomew, Nathanael",2007,"Soil Factors Influencing Suspended Sediment Flocculation by Polyacrylamide",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E218\",\"Soil Factors Influencing Suspended Sediment Flocculation by Polyacrylamide\")","v":"Soil Factors Influencing Suspended Sediment Flocculation by Polyacrylamide"},"Soil Science Society of America Journal; Mar/Apr2007, Vol. 71 Issue 2, p537-544, 8p","yes","https://www.crops.org/publications/sssaj/articles/71/2/537","not applicable","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A344,#REF!,2,FALSE),(IF(B344=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc4","construc",4,218,"controlling runoff","wetlands","no","no","not available","agriculture","nutrients","not applicable",null,"Merrington , Graham; Winder, Linton; Parkinson, R.; Redman, Mark",2002,"Buffer Zones and Constructed Wetlands",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E219\",\"Buffer Zones and Constructed Wetlands\")","v":"Buffer Zones and Constructed Wetlands"},"Agricultural Pollution; 2002, p64-65, 2p","no",null,"not available","not available","not available","yes","This is a book.","COD",{"$f":"IFERROR(VLOOKUP(A345,'[2]Full Articles'!$A$3:$B$175,2,FALSE),(IF(B345=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC68","BC",68,219,"controlling runoff","porous pavement","no","no","Mid Atlantic, USA","mixed urban","multiple","flow, toxics",null,"Michele C Adams",2003,"Porous Asphalt Pavement With Recharge Beds 20 Years and Still Working",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E220\",\"Porous Asphalt Pavement With Recharge Beds 20 Years and Still Working\")","v":"Porous Asphalt Pavement With Recharge Beds 20 Years and Still Working"},"Stormwater, May-June 2003","yes","http://www.stormh2o.com/may-june-2003/pavement-porous-bmps.aspx","not available","no","paper","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A346,#REF!,2,FALSE),(IF(B346=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp69","bmp",69,220,"controlling runoff","detention basin","no","yes","Austin, TX","mixed urban","multiple","nutrients, sediment, toxics",null,"Middleton, John R. Barrett, Michael E.",2008,"Water Quality Performance of a Batch-Type Stormwater Detention Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E221\",\"Water Quality Performance of a Batch-Type Stormwater Detention Basin\")","v":"Water Quality Performance of a Batch-Type Stormwater Detention Basin"},"Water Environment Research, Feb 2008, Vol 80, Issue 2, p172-178.  ","yes","http://www.ingentaconnect.com/content/wef/wer/2008/00000080/00000002/art00011?token=00521f6165032ac12048c7d7e442f20672176766c2544495b2f243151687627502b333e3568263c2b5","unknown- need full report","yes","concentration",{"$f":"IF(OR(U347=\"unknown- need full report\",V347=\"unknown- need full report\",W347=\"unknown- need full report\",I347=\"unknown\",K347=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A347,#REF!,2,FALSE),(IF(B347=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC10","BC",10,221,"pollution prevention and municipal operations","source control","no","yes","Silverdale, WA","mixed urban","bacteria","not applicable",null,"Mindy Fohn",null,"Bacterial Pollution Reduction in an Urban Watershed",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E222\",\"Bacterial Pollution Reduction in an Urban Watershed\")","v":"Bacterial Pollution Reduction in an Urban Watershed"},"Kitsap County","yes","http://www.kitsapgov.com/sswm/pdf/bacterial_reduction_paper.pdf","2 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A348,#REF!,2,FALSE),(IF(B348=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B349&C349","v":"construc39"},"construc",39,222,"other","source control","no","no","Loess Plateau, China","agriculture","sediment","not applicable",null,"Mingbin Huang; Gallichand, Jacques; Pingchang Zhang",2003,"Runoff and Sediment Responses to Conservation Practices: Loess Plateau of China",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E223\",\"Runoff and Sediment Responses to Conservation Practices: Loess Plateau of China\")","v":"Runoff and Sediment Responses to Conservation Practices: Loess Plateau of China"},"Journal of the American Water Resources Association; Oct2003, Vol. 39 Issue 5, p1197, 11p",{"$f":"IF(LEN(T349)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2003.tb03702.x/abstract?systemMessage=Wiley+Online+Library+will+be+disrupted+6+Aug+from+10-12+BST+for+monthly+maintenance","not available","not available","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A349,#REF!,2,FALSE),(IF(B349=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC91","BC",91,223,"public education and outreach","source control","no","no","Plymouth and Maple Grove, MN","residential","nutrients","not applicable",null,"Minnesota Pollution Control Agency",2008,"Grass Clippings Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E224\",\"Grass Clippings Study\")","v":"Grass Clippings Study"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7753","4 years","no","load","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A350,#REF!,2,FALSE),(IF(B350=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC81","BC",81,224,"multiple","LID","yes","no","Minnesota","mixed urban","multiple","not available",null,"Minnesota Pollution Control Agency",2011,"Minimal Impact Design Standards (MIDS): Enhancing stormwater management in Minnesota",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E225\",\"Minimal Impact Design Standards (MIDS): Enhancing stormwater management in Minnesota\")","v":"Minimal Impact Design Standards (MIDS): Enhancing stormwater management in Minnesota"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/stormwater-minimal-impact-design-standards-mids.html","unknown- need full report","unknown- need full report","unknown- need full report","y","delete ","MM",{"$f":"IFERROR(VLOOKUP(A351,#REF!,2,FALSE),(IF(B351=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC92","BC",92,225,"controlling runoff","rain garden","no","yes","Plymouth, MN","commercial","multiple","flow, nutrients",null,"Minnesota Pollution Control Agency",2008,"Three Rivers Park District Administration Center Rain Garden",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E226\",\"Three Rivers Park District Administration Center Rain Garden\")","v":"Three Rivers Park District Administration Center Rain Garden"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7751","5 months","yes","load","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A352,#REF!,2,FALSE),(IF(B352=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp66","bmp",66,226,"controlling runoff","other",null,"no","not applicable","multiple","multiple","not available",null,"Minton, Gary R.",2009,"Use of International Stormwater BMP Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E227\",\"Use of International Stormwater BMP Database\")","v":"Use of International Stormwater BMP Database"},"Stormwater, Jan/Feb 2009, Vol 10, Issue 1, p34-45","yes","http://www.stormh2o.com/january-february-2009/stormwater-bmp-database.aspx","not applicable","no","paper",{"$f":"IF(OR(U353=\"unknown- need full report\",V353=\"unknown- need full report\",W353=\"unknown- need full report\",I353=\"unknown\",K353=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"no performance data","MM",{"$f":"IFERROR(VLOOKUP(A353,#REF!,2,FALSE),(IF(B353=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp62","bmp",62,227,"monitoring","source control",null,"no","various, USA","multiple","multiple","nutrients, sediment, toxics",null,"Minton, Gary; Sutherland, Roger \n",2010,"Street Dirt",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E228\",\"Street Dirt\")","v":"Street Dirt"},"Stormwater","yes","http://www.stormh2o.com/march-april-2010/street-dirt-bmp.aspx","not applicable","no","paper",{"$f":"IF(OR(U354=\"unknown- need full report\",V354=\"unknown- need full report\",W354=\"unknown- need full report\",I354=\"unknown\",K354=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A354,#REF!,2,FALSE),(IF(B354=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB1","CB",1,228,"controlling runoff","manufactured device","no","yes","Southeast USA","commercial","multiple","sediment, toxics",null,"Morgan, Robert A; Edwards, Findlay G; Brye, Kristofor R; Burian, Stephen J",2005,"An Evaluation of the Urban Stormwater Pollutant Removal Efficiency of Catch Basin Inserts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E229\",\"An Evaluation of the Urban Stormwater Pollutant Removal Efficiency of Catch Basin Inserts\")","v":"An Evaluation of the Urban Stormwater Pollutant Removal Efficiency of Catch Basin Inserts"},"Water Environment Research","yes","http://www.ingentaconnect.com/content/wef/wer/2005/00000077/00000005/art00009","unknown- need full report","yes","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A355,#REF!,2,FALSE),(IF(B355=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bio.ind4","bio.ind",4,229,"controlling runoff","infiltration basin","yes","no","not available","mixed urban","flow","not applicable",null,"Moura, P.\nBarraud, S.\nBaptista, M.",2007,"Multicriteria procedure for the design and the management of infiltration systems.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E230\",\"Multicriteria procedure for the design and the management of infiltration systems.\")","v":"Multicriteria procedure for the design and the management of infiltration systems."},"Water Science & Technology; 2007, Vol. 55 Issue 4, p145-153, 9p","yes","http://www.iwaponline.com/wst/05504/wst055040145.htm","not available","no","indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A356,#REF!,2,FALSE),(IF(B356=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bio.ind4","bio.ind",4,229,"controlling runoff","porous pavement","yes","no","not available","mixed urban","flow","not applicable",null,"Moura, P.\nBarraud, S.\nBaptista, M.",2007,"Multicriteria procedure for the design and the management of infiltration systems.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E230\",\"Multicriteria procedure for the design and the management of infiltration systems.\")","v":"Multicriteria procedure for the design and the management of infiltration systems."},"Water Science & Technology; 2007, Vol. 55 Issue 4, p145-153, 9p","yes","http://www.iwaponline.com/wst/05504/04/default.htm","not available","no","indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A357,#REF!,2,FALSE),(IF(B357=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bio.ind4","bio.ind",4,229,"controlling runoff","biofilter","yes","no","not available","mixed urban","flow","not applicable",null,"Moura, P.\nBarraud, S.\nBaptista, M.",2007,"Multicriteria procedure for the design and the management of infiltration systems.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E230\",\"Multicriteria procedure for the design and the management of infiltration systems.\")","v":"Multicriteria procedure for the design and the management of infiltration systems."},"Water Science & Technology; 2007, Vol. 55 Issue 4, p145-153, 9p","yes","http://www.iwaponline.com/wst/05504/04/default.htm","not available","no","indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A358,#REF!,2,FALSE),(IF(B358=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB15","CB",15,230,"pollution prevention and municipal operations","LID","no","yes","Madison, WI","residential","flow","not applicable",null,"Mueller, Gregory D.; Thompson, Anita M.",2009,"The Ability of Urban Residential Lawns to Disconnect Impervious Area from Municipal Sewer Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E231\",\"The Ability of Urban Residential Lawns to Disconnect Impervious Area from Municipal Sewer Systems\")","v":"The Ability of Urban Residential Lawns to Disconnect Impervious Area from Municipal Sewer Systems"},"Journal of the American Water Resources Association, Oct 2009, Vol 45, Issue 5, p1116-p1126, 11p","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2009.00347.x/abstract","3 months","yes","flow","no",null,"mm",{"$f":"IFERROR(VLOOKUP(A359,#REF!,2,FALSE),(IF(B359=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep2","2sweep",2,231,"pollution prevention and municipal operations","street sweeping","no","no","Ohio, Wisconsin","mixed urban","multiple","bacteria, sediment, toxics",null,"Muhammad, Nur",2004,"Can Street Sweepers Clean the Water",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E232\",\"Can Street Sweepers Clean the Water\")","v":"Can Street Sweepers Clean the Water"},"Environmental Science & Technology; 2004, Vol 38, Issue 14, p265A-266A","no",null,"not available","no","load","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A360,#REF!,2,FALSE),(IF(B360=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR2","BR",2,232,"controlling runoff","rain garden","no","no","Trondheim, Norway","other","flow","not applicable",null,"Muthanna, T. M.\nViklander, M.\nThorolfsson, S. T.\n",2007,"An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E233\",\"An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions\")","v":"An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions"},"Water Science & Technology; 2007, Vol. 56 Issue 10, p73-81","yes","http://documents.irevues.inist.fr/bitstream/handle/2042/25416/1073_138muthanna.pdf?sequence=1","10 months","no","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A361,#REF!,2,FALSE),(IF(B361=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR20","BR",20,233,"controlling runoff","rain garden","no","no","Trondheim, Norway","other","toxics","flow",null,"Muthanna, Tone\nViklander, Maria\nGjesdahl, Nina\nThorolfsson, Sveinn",2007,"Heavy Metal Removal in Cold Climate Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E234\",\"Heavy Metal Removal in Cold Climate Bioretention\")","v":"Heavy Metal Removal in Cold Climate Bioretention"},"Water, Air & Soil Pollution; Jul2007, Vol. 183 Issue 1-4, p391-402","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Metal%20Removal%20in%20Cold%20Climate%20Bioretention-Multhana%202007.pdf","2 weeks","no","flow and concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A362,#REF!,2,FALSE),(IF(B362=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR12","BR",12,234,"controlling runoff","rain garden","yes","yes","New Jersey","laboratory","other","pH",null,"Muthukrishnan, Swarna\nOleske, Matt\n",2008,"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E235\",\"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention\")","v":"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p675-679, 5p, 1 Diagram, 2 Charts, 3 Graphs","yes","http://cfpub.epa.gov/si/si_public_record_Report.cfm?dirEntryId=164965&CFID=37786139&CFTOKEN=83780737&jsessionid=4e30d6fefdb0ee9ab218802b3114101d2178","not applicable","yes","concentration - pH","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A363,#REF!,2,FALSE),(IF(B363=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR12","BR",12,234,"controlling runoff","biofilter","yes","yes","New Jersey","laboratory","other","pH",null,"Muthukrishnan, Swarna\nOleske, Matt\n",2008,"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E235\",\"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention\")","v":"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p675-679, 5p, 1 Diagram, 2 Charts, 3 Graphs","yes","http://cfpub.epa.gov/si/si_public_record_Report.cfm?dirEntryId=164965&CFID=37786139&CFTOKEN=83780737&jsessionid=4e30d6fefdb0ee9ab218802b3114101d2178","not applicable","yes","concentration - pH","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A364,#REF!,2,FALSE),(IF(B364=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC43","BC",43,235,"monitoring","other","no","no","not applicable","mixed urban","multiple","not available",null,"Neely L. Law, Lisa Fraley-McNeal, Karen Cappiella\nCenter for Watershed Protection\nand\nRobert Pitt\nUniversity of Alabama",2008,"Monitoring to Demonstrate Environmental Results: Guidance to Develop Local Stormwater Monitoring Studies Using Six Example Study Designs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E236\",\"Monitoring to Demonstrate Environmental Results: Guidance to Develop Local Stormwater Monitoring Studies Using Six Example Study Designs\")","v":"Monitoring to Demonstrate Environmental Results: Guidance to Develop Local Stormwater Monitoring Studies Using Six Example Study Designs"},"Center For Watershed Protection","yes","http://basineducation.uwex.edu/centralwis/pdfs/StormwaterMonitoringGuidance.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A365,#REF!,2,FALSE),(IF(B365=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B366&C366","v":"OWS3"},"OWS",3,236,"controlling runoff","oil water separator","yes","yes","Redmond, WA","mixed urban","other","not applicable",null,"not available",2003,"Separator Keeps Storms from 'Trashing' Sammamish River",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E237\",\"Separator Keeps Storms from 'Trashing' Sammamish River\")","v":"Separator Keeps Storms from 'Trashing' Sammamish River"},"Water Environment & Technology; Jun2003, Vol. 15 Issue 6, p62",{"$f":"IF(LEN(T366)>0,\"yes\",\"no\")","v":"no"},null,"not available","not available","not available",{"$f":"IF(OR(U366=\"unknown- need full report\",V366=\"unknown- need full report\",W366=\"unknown- need full report\",I366=\"unknown\",K366=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A366,#REF!,2,FALSE),(IF(B366=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B367&C367","v":"BR18"},"BR",18,237,"controlling runoff","rain garden","no","no","North Carolina","commercial","multiple","bacteria, flow, nutrients",null,"Passeport, Elodie\nHunt, William F.\nLine, Daniel E.\nSmith, Ryan A.\nBrown, Robert A.",2009,"Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E238\",\"Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution\")","v":"Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution"},"Journal of Irrigation & Drainage Engineering; Jul/Aug2009, Vol. 135 Issue 4, p505-510, 6p, 1 Color Photograph, 1 Diagram, 3 Charts",{"$f":"IF(LEN(T367)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/iro/resource/1/jidedh/v135/i4/p505_s1?isAuthorized=no","16 months","yes","concentration & flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A367,#REF!,2,FALSE),(IF(B367=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B368&C368","v":"JAWRA6"},"JAWRA",6,238,"controlling runoff","other","yes","no","Rouge River, Detroit, MI","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Pennington, Stephen R.; Kaplowitz, Michael D.; Witter, Scott G.",2003,"Reexamining Best Management Practices For Improving Water Quality in Urban Watersheds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E239\",\"Reexamining Best Management Practices For Improving Water Quality in Urban Watersheds\")","v":"Reexamining Best Management Practices For Improving Water Quality in Urban Watersheds"},"Journal of the American Water Resources Association, Vol 39, Issue 5, p1027-1041",{"$f":"IF(LEN(T368)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2003.tb03690.x/abstract","not applicable","yes","paper",{"$f":"IF(OR(U368=\"unknown- need full report\",V368=\"unknown- need full report\",W368=\"unknown- need full report\",I368=\"unknown\",K368=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A368,#REF!,2,FALSE),(IF(B368=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B369&C369","v":"SG12"},"SG",12,239,"controlling runoff","other","yes","no","Air Force Bases","transportation","multiple","multiple",null,"Peter  A.  Ridilla",1982,"Analysis of Best Management Practices for Storm Water",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E240\",\"Analysis of Best Management Practices for Storm Water\")","v":"Analysis of Best Management Practices for Storm Water"},"Science.gov",{"$f":"IF(LEN(T369)>0,\"yes\",\"no\")","v":"yes"},"http://www.dtic.mil/dtic/tr/fulltext/u2/a270873.pdf","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U369=\"unknown- need full report\",V369=\"unknown- need full report\",W369=\"unknown- need full report\",I369=\"unknown\",K369=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A369,#REF!,2,FALSE),(IF(B369=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC9","BC",9,240,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E241\",\"The Cost And Effectiveness Of Stormwater Management Practices\")","v":"The Cost And Effectiveness Of Stormwater Management Practices"},"Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A370,#REF!,2,FALSE),(IF(B370=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A371,#REF!,2,FALSE),(IF(B371=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A372,#REF!,2,FALSE),(IF(B372=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A373,#REF!,2,FALSE),(IF(B373=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A374,#REF!,2,FALSE),(IF(B374=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","infiltration basin","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A375,#REF!,2,FALSE),(IF(B375=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B376&C376","v":"MM3"},"MM",3,241,"pollution prevention and municipal operations","CB cleaning","no","no","Alameda County, CA","mixed urban","multiple","sediment, toxics",null,"Phillip Mineart, Sujatha Singh, Woodward-Clyde Consultants",1994,"The Value of More Frequent Cleanouts of Storm Drain Inlets",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E242\",\"The Value of More Frequent Cleanouts of Storm Drain Inlets\")","v":"The Value of More Frequent Cleanouts of Storm Drain Inlets"},"Watershed Protection Techniques, Vol 1, No 3, Fall 1994",{"$f":"IF(LEN(T376)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormwatercenter.net/Practice/122-Cleanouts%20of%20Storm%20Drain%20Inlets.pdf","1 year","yes","load",{"$f":"IF(OR(U376=\"unknown- need full report\",V376=\"unknown- need full report\",W376=\"unknown- need full report\",I376=\"unknown\",K376=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A376,#REF!,2,FALSE),(IF(B376=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC61","BC",61,242,"other","other","no","no","Various, USA","mixed urban","multiple","nutrients, sediment, toxics",null,"Pitt, Robert; Maestre, Alex",2005,"A Compilation and Analysis of NPDES Stormwater Monitoring Information",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E243\",\"A Compilation and Analysis of NPDES Stormwater Monitoring Information\")","v":"A Compilation and Analysis of NPDES Stormwater Monitoring Information"},"The National Stormwater Quality Database, Version 1.1.  US EPA Office of Water, Washington, DC.   September 4, 2005","yes","http://rpitt.eng.ua.edu/Publications/Stormwater%20Characteristics/NSQD%20EPA.pdf","not applicable","yes","concentration","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A377,#REF!,2,FALSE),(IF(B377=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B378&C378","v":"BC87"},"BC",87,243,"pollution prevention and municipal operations","retention pond","no","no","Minnesota","mixed urban","multiple","multiple",null,"Polta, Robert; Balogh, Steven; Craft-Reardon, Angella",2006,"Characterization of Stormwater Pond Sediments Final Project Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E244\",\"Characterization of Stormwater Pond Sediments Final Project Report\")","v":"Characterization of Stormwater Pond Sediments Final Project Report"},"Minnesota Pollution Control Agency",{"$f":"IF(LEN(T378)>0,\"yes\",\"no\")","v":"yes"},"http://www.pca.state.mn.us/index.php/view-document.html?gid=7733","1 year","yes","Concentration","Yes","indirectly relevant","MM",{"$f":"IFERROR(VLOOKUP(A378,#REF!,2,FALSE),(IF(B378=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC98","BC",98,244,"controlling runoff","other ","no","no","not applicable","mixed urban","multiple","not available",null,"Pomeroy, Chistine A.; Roesner, Larry A; Coleman, James C. II; Rankin, Ed",2008,"Protocols for Studying Wet Weather Impacts and Urbanization patterns",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E245\",\"Protocols for Studying Wet Weather Impacts and Urbanization patterns\")","v":"Protocols for Studying Wet Weather Impacts and Urbanization patterns"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","seems indirectly related","COD",{"$f":"IFERROR(VLOOKUP(A379,#REF!,2,FALSE),(IF(B379=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["construc3","construc",3,245,"controlling runoff","wetlands","yes","no","Newbury, England","transportation","multiple","sediment, toxics",null,"Ponteir, H.; Williams, J. B.; May, E.",2003,"Behaviour of metals associated with sediments in a wetland based system for road runoff control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E246\",\"Behaviour of metals associated with sediments in a wetland based system for road runoff control\")","v":"Behaviour of metals associated with sediments in a wetland based system for road runoff control"},"Water Science & Technology; 2003, Vol. 48 Issue 5, p291-298, 8p","yes","http://www.ncbi.nlm.nih.gov/pubmed/14621176","18 months","yes","concentration & flow","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A380,#REF!,2,FALSE),(IF(B380=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["SG23","SG",23,246,"controlling runoff","porous pavement","no","no","UK","mixed urban","multiple","flow, nutrients",null,"Pratt, C. J. ",1995,"UK Research into the Performance of Permeable Pavement, Reservoir Structures in Controlling Stormwater Discharge Quantity and Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E247\",\"UK Research into the Performance of Permeable Pavement, Reservoir Structures in Controlling Stormwater Discharge Quantity and Quality\")","v":"UK Research into the Performance of Permeable Pavement, Reservoir Structures in Controlling Stormwater Discharge Quantity and Quality"},"Science.gov","yes","http://www.iwaponline.com/wst/03201/wst032010063.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U381=\"unknown- need full report\",V381=\"unknown- need full report\",W381=\"unknown- need full report\",I381=\"unknown\",K381=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A381,#REF!,2,FALSE),(IF(B381=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep1","2sweep",1,247,"pollution prevention and municipal operations","street sweeping","no","no","Sheffield, England","multiple","toxics","not applicable",null,"Prichard, H. M.; Sampson, J.; Jackson, M.",2009,"A Further Discussion of the Factors Controlling the Distribution of Pt, Pd, Rh and Au in Road Dust, Gullies, Road Sweeper and Gully Flusher Sediment in the City of Sheffield, UK",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E248\",\"A Further Discussion of the Factors Controlling the Distribution of Pt, Pd, Rh and Au in Road Dust, Gullies, Road Sweeper and Gully Flusher Sediment in the City of Sheffield, UK\")","v":"A Further Discussion of the Factors Controlling the Distribution of Pt, Pd, Rh and Au in Road Dust, Gullies, Road Sweeper and Gully Flusher Sediment in the City of Sheffield, UK"},"Science of the Total Environment, Feb 209, Vol 407, Issue 5, p1715-1725","no",null,"not available","yes","load",null,null,"MM",{"$f":"IFERROR(VLOOKUP(A382,#REF!,2,FALSE),(IF(B382=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp36","bmp",36,248,"controlling runoff","LID","yes","yes","Los Angeles, CA","residential","flow","not applicable",null,"Q. Xiao, McPherson, E. G.",2006,"Hydrologic Processes at the Urban Residential Scale",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E249\",\"Hydrologic Processes at the Urban Residential Scale\")","v":"Hydrologic Processes at the Urban Residential Scale"},"Hydrological Processes, July 2007, Vol 21, Issue 16, p2174-2188","yes","http://www.fs.fed.us/psw/programs/uesd/uep/products/4/psw_cufr708_H2OUrbanResScale.pdf","2 years","yes","model",{"$f":"IF(OR(U383=\"unknown- need full report\",V383=\"unknown- need full report\",W383=\"unknown- need full report\",I383=\"unknown\",K383=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A383,#REF!,2,FALSE),(IF(B383=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST6","WST",6,249,"controlling runoff","wetlands","no","no","Korea","agriculture","nutrients","not applicable",null,"Qitao Yi; Jianghua Yu; Youngchul Kim",2010,"Removal Patterns of Particulate and Dissolved Forms of Pollutants in a Stormwater Wetland",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E250\",\"Removal Patterns of Particulate and Dissolved Forms of Pollutants in a Stormwater Wetland\")","v":"Removal Patterns of Particulate and Dissolved Forms of Pollutants in a Stormwater Wetland"},"Water Science and Technology, Vol 61, No 8, p2083-2096","yes","http://www.iwaponline.com/wst/06108/wst061082083.htm","unknown- need full report","yes","load",{"$f":"IF(OR(U384=\"unknown- need full report\",V384=\"unknown- need full report\",W384=\"unknown- need full report\",I384=\"unknown\",K384=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A384,#REF!,2,FALSE),(IF(B384=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM11","MM",11,250,"controlling runoff","manufactured device","yes","yes","Stafford, NJ","residential","multiple","nutrients, sediment, toxics",null,"R. Pitt; S. Clark; K. Gordon; E. Schwarz; R. Field","unknown","The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E251\",\"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater\")","v":"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater"},"unknown","no",null,"several storms","yes","concentration",{"$f":"IF(OR(U385=\"unknown- need full report\",V385=\"unknown- need full report\",W385=\"unknown- need full report\",I385=\"unknown\",K385=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A385,#REF!,2,FALSE),(IF(B385=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM11","MM",11,250,"controlling runoff","media filter","yes","yes","Stafford, NJ","residential","multiple","nutrients, toxics",null,"R. Pitt; S. Clark; K. Gordon; E. Schwarz; R. Field","unknown","The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E251\",\"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater\")","v":"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater"},"unknown","no",null,"several storms","yes","concentration",{"$f":"IF(OR(U386=\"unknown- need full report\",V386=\"unknown- need full report\",W386=\"unknown- need full report\",I386=\"unknown\",K386=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A386,#REF!,2,FALSE),(IF(B386=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt31","biofilt",31,251,"controlling runoff","LID","no","no","Melbourne, Australia","laboratory","multiple","nutrients, sediment, toxics ",null,"Read, Jennifer; Wevill, Tricia; Fletcher, Tim; Deletic, Ana",2008,"Variation Among Plant Species in Pollutant Removal From Stormwater in Biofiltration Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E252\",\"Variation Among Plant Species in Pollutant Removal From Stormwater in Biofiltration Systems\")","v":"Variation Among Plant Species in Pollutant Removal From Stormwater in Biofiltration Systems"},"Water Research, Feb 2008, Vol 42, Issue 4/5, p893-902","yes","http://www.sciencedirect.com/science/article/pii/S0043135407005817","unknown- need full report","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A387,#REF!,2,FALSE),(IF(B387=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC42","BC",42,252,"controlling runoff","LID","yes","yes","Puget Sound, WA","mixed urban","flow","not applicable",null,"Richard Horner",null,"Development Of A Stormwater Retrofit Plan For Water Resources Inventory Area (Wria) 9 And Estimation Of Costs For Retrofitting All Developed Lands Of Puget Sound:\nDevelopment Of Flow And Water Quality Indicators - Status Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E253\",\"Development Of A Stormwater Retrofit Plan For Water Resources Inventory Area (Wria) 9 And Estimation Of Costs For Retrofitting All Developed Lands Of Puget Sound:\nDevelopment Of Flow And Water Quality Indicators - Status Report\")","v":"Development Of A Stormwater Retrofit Plan For Water Resources Inventory Area (Wria) 9 And Estimation Of Costs For Retrofitting All Developed Lands Of Puget Sound:\nDevelopment Of Flow And Water Quality Indicators - Status Report"},null,"yes","http://your.kingcounty.gov/dnrp/library/water-and-land/watersheds/green-duwamish/stormwater-retrofit-project/110412-flow-and-water-quality-indicators.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A388,#REF!,2,FALSE),(IF(B388=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B389&C389","v":"MM5"},"MM",5,253,"controlling runoff","biofilter","no","yes","Seattle, WA","residential","flow","not applicable",null,"Richard Horner, Heungkook Lim, Stephen Burges",2002,"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E254\",\"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects\")","v":"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf",{"$f":"IF(LEN(T389)>0,\"yes\",\"no\")","v":"yes"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf","I year","yes","flow",{"$f":"IF(OR(U389=\"unknown- need full report\",V389=\"unknown- need full report\",W389=\"unknown- need full report\",I389=\"unknown\",K389=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A389,#REF!,2,FALSE),(IF(B389=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B390&C390","v":"MM5"},"MM",5,253,"controlling runoff","LID","no","yes","Seattle, WA","residential","flow","not applicable",null,"Richard Horner, Heungkook Lim, Stephen Burges",2002,"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E254\",\"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects\")","v":"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf",{"$f":"IF(LEN(T390)>0,\"yes\",\"no\")","v":"yes"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf","I year","yes","flow",{"$f":"IF(OR(U390=\"unknown- need full report\",V390=\"unknown- need full report\",W390=\"unknown- need full report\",I390=\"unknown\",K390=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A390,#REF!,2,FALSE),(IF(B390=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B391&C391","v":"construc7"},"construc",7,254,"controlling runoff","source control","no","no","Europe","multiple","sediment","not applicable",null,"Rickson, R. J.",2006,"Controlling sediment at source: an evaluation of erosion control geotextiles",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E255\",\"Controlling sediment at source: an evaluation of erosion control geotextiles\")","v":"Controlling sediment at source: an evaluation of erosion control geotextiles"},"Earth Surface Processes & Landforms; Apr2006, Vol. 31 Issue 5, p550-560, 11p",{"$f":"IF(LEN(T391)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1002/esp.1368/abstract?systemMessage=Wiley+Online+Library+will+be+disrupted+6+Aug+from+10-12+BST+for+monthly+maintenance","not available","not available","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A391,#REF!,2,FALSE),(IF(B391=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B392&C392","v":"MM10"},"MM",10,255,"controlling runoff","media filter","no","no","Birmingham, AL","commercial","multiple","sediment, toxics",null,"Robert Pitt, Brian Robertson, Ali Ayyoubi, Richard Field",1994,"Treatment of Stormwater from Critical Source Areas Using a Multi-Chambered Treatment Train (MCTT)",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E256\",\"Treatment of Stormwater from Critical Source Areas Using a Multi-Chambered Treatment Train (MCTT)\")","v":"Treatment of Stormwater from Critical Source Areas Using a Multi-Chambered Treatment Train (MCTT)"},"67th Annual Conference and Exposition of the Water Environment Federation, October 15-19, 1994 Chicago, Ill.",{"$f":"IF(LEN(T392)>0,\"yes\",\"no\")","v":"no"},null,"1/2 year","yes","concentration",{"$f":"IF(OR(U392=\"unknown- need full report\",V392=\"unknown- need full report\",W392=\"unknown- need full report\",I392=\"unknown\",K392=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A392,#REF!,2,FALSE),(IF(B392=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B393&C393","v":"MM6"},"MM",6,256,"pollution prevention and municipal operations","CB cleaning","no","no","Bellevue, PA","mixed urban","sediment","not applicable",null,"Robert Pitt, Shirley Clark",2002,"Interactions Between Catchbasin and Street Cleaning in Urban Drainages and Sediment Transport in Storm Drainage Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E257\",\"Interactions Between Catchbasin and Street Cleaning in Urban Drainages and Sediment Transport in Storm Drainage Systems\")","v":"Interactions Between Catchbasin and Street Cleaning in Urban Drainages and Sediment Transport in Storm Drainage Systems"},"http://rpitt.eng.ua.edu/Publications/StormwaterTreatability/treatment%20and%20sediment%20movement%20in%20sewers.pdf",{"$f":"IF(LEN(T393)>0,\"yes\",\"no\")","v":"yes"},"http://rpitt.eng.ua.edu/Publications/StormwaterTreatability/treatment%20and%20sediment%20movement%20in%20sewers.pdf","3 years","yes","paper",{"$f":"IF(OR(U393=\"unknown- need full report\",V393=\"unknown- need full report\",W393=\"unknown- need full report\",I393=\"unknown\",K393=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A393,#REF!,2,FALSE),(IF(B393=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC18","BC",18,257,"controlling runoff","rain garden","no","no","New Hampshire","mixed urban","multiple","nutrients, sediment",null,"Robert Roseen, PE, PhD, Thomas Ballestero, PE, PhD, PH, CGWP, PGRobert PG, James Houle, CPSWQ, Heather Gilbert James Gilbert",2008,"Stormwater Management & Water Resources Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E258\",\"Stormwater Management & Water Resources Protection\")","v":"Stormwater Management & Water Resources Protection"},"UNH Stormwater Center","no",null,"not available","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A394,#REF!,2,FALSE),(IF(B394=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC18","BC",18,257,"controlling runoff","wetlands","no","no","New Hampshire","mixed urban","multiple","nutrients, sediment",null,"Robert Roseen, PE, PhD, Thomas Ballestero, PE, PhD, PH, CGWP, PGRobert PG, James Houle, CPSWQ, Heather Gilbert James Gilbert",2008,"Stormwater Management & Water Resources Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E258\",\"Stormwater Management & Water Resources Protection\")","v":"Stormwater Management & Water Resources Protection"},"UNH Stormwater Center","no",null,"not available","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A395,#REF!,2,FALSE),(IF(B395=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC18","BC",18,257,"controlling runoff","porous pavement","no","no","New Hampshire","mixed urban","multiple","nutrients, sediment",null,"Robert Roseen, PE, PhD, Thomas Ballestero, PE, PhD, PH, CGWP, PGRobert PG, James Houle, CPSWQ, Heather Gilbert James Gilbert",2008,"Stormwater Management & Water Resources Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E258\",\"Stormwater Management & Water Resources Protection\")","v":"Stormwater Management & Water Resources Protection"},"UNH Stormwater Center","no",null,"not available","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A396,#REF!,2,FALSE),(IF(B396=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B397&C397","v":"sweep9"},"sweep",9,258,"pollution prevention and municipal operations","street sweeping","no","no","Toronto, Ontario","transportation","multiple","sediment, toxics",null,"Rochfort, Quintin\nExall, Kirsten\nP'ng, Jonathan\nShi, Vicky\nStevanovic-Briatico, Vesria\nKok, Sandra\narsalek, Jiri\n",2009,"Street Sweeping as a Method of Source Control for Urban Stormwater Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E259\",\"Street Sweeping as a Method of Source Control for Urban Stormwater Pollution\")","v":"Street Sweeping as a Method of Source Control for Urban Stormwater Pollution"},"Water Quality Research Journal of Canada; 2009, Vol. 44 Issue 1, p48-58, 11p, 1 Diagram, 2 Charts, 4 Graphs",{"$f":"IF(LEN(T397)>0,\"yes\",\"no\")","v":"yes"},"http://cat.inist.fr/?aModele=afficheN&cpsidt=21832057","unknown- need full report","yes","unknown- need full report",{"$f":"IF(OR(U397=\"unknown- need full report\",V397=\"unknown- need full report\",W397=\"unknown- need full report\",I397=\"unknown\",K397=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A397,#REF!,2,FALSE),(IF(B397=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B398&C398","v":"permpave11"},"permpave",11,259,"controlling runoff","LID","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment","Roehr, Daniel; Yuewei Kong","Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T398)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A398,#REF!,2,FALSE),(IF(B398=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B399&C399","v":"permpave11"},"permpave",11,259,"controlling runoff","rain garden","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment",null,"Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T399)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A399,#REF!,2,FALSE),(IF(B399=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B400&C400","v":"permpave11"},"permpave",11,259,"controlling runoff","porous pavement","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment",null,"Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T400)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A400,#REF!,2,FALSE),(IF(B400=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B401&C401","v":"permpave11"},"permpave",11,259,"controlling runoff","biofilter","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment",null,"Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T401)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A401,#REF!,2,FALSE),(IF(B401=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC39","BC",39,260,"controlling runoff","manufactured device","no","yes","Milwaukee, WI","mixed urban","sediment","not applicable",null,"Roger Bannerman\nJudy Horwatich\nJim Bachhuber",2004,"Preliminary Look at Method for Sizing Proprietary Sediment Settling Devices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E261\",\"Preliminary Look at Method for Sizing Proprietary Sediment Settling Devices\")","v":"Preliminary Look at Method for Sizing Proprietary Sediment Settling Devices"},null,"yes","http://dnr.wi.gov/runoff/stormwater/post-constr/proprietarydevices.pdf","multiple runoff events","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A402,#REF!,2,FALSE),(IF(B402=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B403&C403","v":"BR50"},"BR",50,261,"controlling runoff","LID","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E262\",\"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions\")","v":"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions"},"Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs",{"$f":"IF(LEN(T403)>0,\"yes\",\"no\")","v":"yes"},"http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A403,#REF!,2,FALSE),(IF(B403=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","media filter","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A404,#REF!,2,FALSE),(IF(B404=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","wetlands","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A405,#REF!,2,FALSE),(IF(B405=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","porous pavement","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A406,#REF!,2,FALSE),(IF(B406=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","biofilter","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A407,#REF!,2,FALSE),(IF(B407=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","retention pond","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A408,#REF!,2,FALSE),(IF(B408=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","manufactured device","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A409,#REF!,2,FALSE),(IF(B409=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","rain garden","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E262\",\"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions.\")","v":"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions."},"Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A410,#REF!,2,FALSE),(IF(B410=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","rain garden","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E263\",\"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions\")","v":"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions"},"Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow",{"$f":"IF(OR(U411=\"unknown- need full report\",V411=\"unknown- need full report\",W411=\"unknown- need full report\",I411=\"unknown\",K411=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A411,#REF!,2,FALSE),(IF(B411=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","media filter","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A412,#REF!,2,FALSE),(IF(B412=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","wetlands","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A413,#REF!,2,FALSE),(IF(B413=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","porous pavement","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A414,#REF!,2,FALSE),(IF(B414=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","manufactured device","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A415,#REF!,2,FALSE),(IF(B415=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","retention pond","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A416,#REF!,2,FALSE),(IF(B416=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC83","BC",83,263,"controlling runoff","LID","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A417,#REF!,2,FALSE),(IF(B417=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","biofilter","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A418,#REF!,2,FALSE),(IF(B418=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","retention pond","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A419,#REF!,2,FALSE),(IF(B419=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","manufactured device","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A420,#REF!,2,FALSE),(IF(B420=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","wetlands","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A421,#REF!,2,FALSE),(IF(B421=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC69","BC",69,264,"controlling runoff","porous pavement","no","no","New Hampshire","commercial","multiple","flow, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, Kris; Briggs, Josh; Watts, Alison; Puls, Tim",2009,"Advances in Porous Pavements: Installation, Maintenance, and Performance Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E265\",\"Advances in Porous Pavements: Installation, Maintenance, and Performance Issues\")","v":"Advances in Porous Pavements: Installation, Maintenance, and Performance Issues"},"University of New Hampshire Stormwater Center; NHDES Source Water Protection Workshop, May 1st, 2009","yes","http://www.unh.edu/unhsc/presentations","not available","no","concentration, flow","have full report","power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A422,#REF!,2,FALSE),(IF(B422=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC85","BC",85,265,"controlling runoff","porous pavement","no","no","Durham, NH","commercial","multiple","flow",null,"Roseen, Robert; Ballestero, Thomas P; Houle, James J; F Briggs; Houle, Kristopher M.",2011,"Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Stormwater Treatment Strategy in a Cold Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E266\",\"Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Stormwater Treatment Strategy in a Cold Climate\")","v":"Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Stormwater Treatment Strategy in a Cold Climate"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/docs/UNHSC_pa_coldclimate.pdf","4 years","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A423,#REF!,2,FALSE),(IF(B423=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BR6","BR",6,266,"controlling runoff","rain garden","no","no","not available","not available","nutrients","not applicable",null,"Roy-Poirier, Audrey\nChampagne, Pascale\nFilion, Yves",2010,"Bioretention processes for phosphorus pollution control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E267\",\"Bioretention processes for phosphorus pollution control\")","v":"Bioretention processes for phosphorus pollution control"},"Environmental Reviews; 2010, Vol. 18 Issue 1, p159-173, 14p, 1 Diagram, 9 Charts","yes","http://www.ingentaconnect.com/content/nrc/er/2010/00000018/00000001/art00009","not available","not available","model","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A424,#REF!,2,FALSE),(IF(B424=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR48","BR",48,267,"controlling runoff","rain garden","no","no","North America","mixed urban","multiple","bacteria, flow, nutrients, other, sediment, temperature, toxics ",null,"Roy-Poirier, Audrey\nChampagne, Pascale\nFilion, Yves",2010,"Review of Bioretention System Research and Design: Past, Present, and Future",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E268\",\"Review of Bioretention System Research and Design: Past, Present, and Future\")","v":"Review of Bioretention System Research and Design: Past, Present, and Future"},"Journal of Environmental Engineering; Sep2010, Vol. 136 Issue 9, p878-889, 12p, 1 Diagram","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v136/i9/p878_s1?isAuthorized=no","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A425,#REF!,2,FALSE),(IF(B425=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf4","vf",4,268,"controlling runoff","biofilter","no","no","not available","not available","multiple","nutrients, sediment",null,"Rudra, Ramesh P; Gharabaghi, Bahram; Sebti, Saleh; Gupta, Neelam; Moharir, Ashwini",2010,"GDVFS: A New Toolkit for Analysis and Design of Vegetative Filter Strips Using VFSMOD",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E269\",\"GDVFS: A New Toolkit for Analysis and Design of Vegetative Filter Strips Using VFSMOD\")","v":"GDVFS: A New Toolkit for Analysis and Design of Vegetative Filter Strips Using VFSMOD"},"Water Quality Research Journal of Canada, 2010, Vol 45, Issue 1, p59-68, 10p","yes","http://www.cawq.ca/cgi-bin/journal/abstract.cgi?language=english&pk_article=492","unknown- need full report","yes","model",{"$f":"IF(OR(U426=\"unknown- need full report\",V426=\"unknown- need full report\",W426=\"unknown- need full report\",I426=\"unknown\",K426=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A426,#REF!,2,FALSE),(IF(B426=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc17","construc",17,269,"controlling runoff","manufactured device","no","yes","Italy, Australia","mixed urban","multiple","sediment, toxics",null,"S Papiri; C. Ciaponi; A. Capodaglio; C. Collivignarelli; G. Bertanza; F. Swartling; M. Crow; M. Fantozzi; P. Valcher",2003,"Field monitoring and evaluation of innovative solutions for cleaning storm water runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E270\",\"Field monitoring and evaluation of innovative solutions for cleaning storm water runoff\")","v":"Field monitoring and evaluation of innovative solutions for cleaning storm water runoff"},"Water Science & Technology; Apr2003, Vol. 47 Issue 7/8, p327-334, 8p","yes","http://www.iwaponline.com/wst/04707/wst047070327.htm","unknown- need full report","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A427,#REF!,2,FALSE),(IF(B427=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC101","BC",101,270,"pollution prevention and municipal operations","street sweeping","yes","no","multiple","mixed urban","sediment","not applicable",null,"Schilling, J.G.",2005,"Street Sweeping - Report No. 1, State of the Practice",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E271\",\"Street Sweeping - Report No. 1, State of the Practice\")","v":"Street Sweeping - Report No. 1, State of the Practice"},"Ramsey-Washington Metro Watershed District","yes","http://www.rwmwd.org","not applicable","not applicable","not applicable","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A428,#REF!,2,FALSE),(IF(B428=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp25","bmp",25,271,"controlling runoff","other","no","no","Piedmont region, SC","mixed urban","multiple","not available",null,"Schlautman, Mark A. Smink, John A.",2008,"Evaluating the Collective Performance of Best Management Practices in Catchments Undergoing Active Land Development",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E272\",\"Evaluating the Collective Performance of Best Management Practices in Catchments Undergoing Active Land Development\")","v":"Evaluating the Collective Performance of Best Management Practices in Catchments Undergoing Active Land Development"},"Journal of Soil & Water Conservation, Mar/Ap 2008, Vol 63, Issue 2, p54A-55A","yes","http://www.jswconline.org/content/63/2/54A.extract","unknown- need full report","unknown- need full report","load",{"$f":"IF(OR(U429=\"unknown- need full report\",V429=\"unknown- need full report\",W429=\"unknown- need full report\",I429=\"unknown\",K429=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A429,#REF!,2,FALSE),(IF(B429=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WEJ6","WEJ",6,272,"controlling runoff","manufactured device","no","yes","not available","mixed urban","sediment","not applicable",null,"Scholz, M.; Zettel, S.",2004,"Stormwater Quality Associated With A Full Silt Trap Discharging Into An Urban Watercourse",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E273\",\"Stormwater Quality Associated With A Full Silt Trap Discharging Into An Urban Watercourse\")","v":"Stormwater Quality Associated With A Full Silt Trap Discharging Into An Urban Watercourse"},"Water Environment Journal, Vol 18, Issue 4, p226-229","yes","http://usir.salford.ac.uk/16792/","unknown- need full report","yes","concentration",{"$f":"IF(OR(U430=\"unknown- need full report\",V430=\"unknown- need full report\",W430=\"unknown- need full report\",I430=\"unknown\",K430=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A430,#REF!,2,FALSE),(IF(B430=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC18","PSC",18,273,"controlling runoff","wetlands","yes","no","not available","residential","multiple","flow, sediment",null,"Scholz, Miklas",2004,"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E274\",\"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds\")","v":"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds"},"International Journal of Water; 2004, Vol. 2 Issue 4, p312-330","yes","http://www.environmental-expert.com/articles/pilot-plant-study-for-one-year-water-quality-management-and-algal-control-of-sustainable-urban-stormwater-ponds-85677","not available","unknown","unknown",{"$f":"IF(OR(U431=\"unknown- need full report\",V431=\"unknown- need full report\",W431=\"unknown- need full report\",I431=\"unknown\",K431=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A431,#REF!,2,FALSE),(IF(B431=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC18","PSC",18,273,"controlling runoff","detention basin","yes","no","not available","residential","multiple","flow, sediment",null,"Scholz, Miklas",2004,"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E274\",\"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds\")","v":"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds"},"International Journal of Water; 2004, Vol. 2 Issue 4, p312-330","yes","http://www.environmental-expert.com/articles/pilot-plant-study-for-one-year-water-quality-management-and-algal-control-of-sustainable-urban-stormwater-ponds-85677","not available","unknown","unknown",{"$f":"IF(OR(U432=\"unknown- need full report\",V432=\"unknown- need full report\",W432=\"unknown- need full report\",I432=\"unknown\",K432=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A432,#REF!,2,FALSE),(IF(B432=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC31","PSC",31,274,"controlling runoff","biofilter","yes","no","Edinburgh, Scotland","transportation","multiple","nutrients, sediment",null,"Scholz, Miklas\nKazemi Yazdi, Sara\n",2009,"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E275\",\"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System\")","v":"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System"},"Water, Air & Soil Pollution; Mar2009, Vol. 198 Issue 1-4, p55-64","yes","http://www.springerlink.com/content/1801h40060333161/","1.5 years","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A433,#REF!,2,FALSE),(IF(B433=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC31","PSC",31,274,"controlling runoff","detention basin","yes","no","Edinburgh, Scotland","transportation","multiple","nutrients, sediment",null,"Scholz, Miklas\nKazemi Yazdi, Sara\n",2009,"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E275\",\"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System\")","v":"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System"},"Water, Air & Soil Pollution; Mar2009, Vol. 198 Issue 1-4, p55-64","yes","http://www.springerlink.com/content/1801h40060333161/","1.5 years","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A434,#REF!,2,FALSE),(IF(B434=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC31","PSC",31,274,"controlling runoff","infiltration basin","yes","no","Edinburgh, Scotland","transportation","multiple","nutrients, sediment",null,"Scholz, Miklas\nKazemi Yazdi, Sara\n",2009,"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E275\",\"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System\")","v":"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System"},"Water, Air & Soil Pollution; Mar2009, Vol. 198 Issue 1-4, p55-64","yes","http://www.springerlink.com/content/1801h40060333161/","1.5 years","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A435,#REF!,2,FALSE),(IF(B435=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC3","BC",3,275,"pollution prevention and municipal operations","street sweeping","yes","no","Seattle, WA","mixed urban","sediment","multiple",null,"Seattle Public Utilities.  Herrera Environmental Consultants, Seattle, WA.",2009,"Seattle Street Sweeping Pilot Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E276\",\"Seattle Street Sweeping Pilot Study\")","v":"Seattle Street Sweeping Pilot Study"},"Seattle Public Utilities (Full Report)\nAWRA 2009 (PowerPoint)","yes","http://www.seattle.gov/util/Services/Drainage_&_Sewer/Keep_Water_Safe_&_Clean/Street_Sweep_Project/index.asp","1 year","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A436,#REF!,2,FALSE),(IF(B436=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC3","BC",3,275,"pollution prevention and municipal operations","CB cleaning","yes","no","Seattle, WA","mixed urban","sediment","multiple",null,"Seattle Public Utilities.  Herrera Environmental Consultants, Seattle, WA.",2009,"Seattle Street Sweeping Pilot Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E276\",\"Seattle Street Sweeping Pilot Study\")","v":"Seattle Street Sweeping Pilot Study"},"Seattle Public Utilities (Full Report)\nAWRA 2009 (PowerPoint)","yes","http://www.seattle.gov/util/Services/Drainage_&_Sewer/Keep_Water_Safe_&_Clean/Street_Sweep_Project/index.asp","1 year","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A437,#REF!,2,FALSE),(IF(B437=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B438&C438","v":"construc6"},"construc",6,276,"controlling runoff","wetlands","no","no","Tunica County, MS","agriculture","multiple","nutrients, sediment",null,"Shields, Jr., F.D.; Pearce, C. W.",2010,"Control of Agricultural Nonpoint Source Pollution by Natural Wetland Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E277\",\"Control of Agricultural Nonpoint Source Pollution by Natural Wetland Management\")","v":"Control of Agricultural Nonpoint Source Pollution by Natural Wetland Management"},"Journal of Environmental Science & Engineering; Apr2010, Vol. 4 Issue 4, p62-70",{"$f":"IF(LEN(T438)>0,\"yes\",\"no\")","v":"yes"},"http://www.ars.usda.gov/SP2UserFiles/person/5120/ShieldsandPearce2010WetlandManagement.pdf","18 months","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A438,#REF!,2,FALSE),(IF(B438=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC54","BC",54,277,"controlling runoff","biofilter","yes","no","Various, USA","mixed urban","multiple","flow, nutrients, toxics",null,"Shirley E. Clark, Ph.D., P.E.\nKatherine H. Baker, Ph.D.\nJ. Bradley Mikula\nCatherine S. Burkhardt\n",2006,"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E278\",\"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers\")","v":"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers"},"Water Environment Research Foundation","yes","http://www.iwapublishing.com/template.cfm?name=isbn9781843392811","not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A439,#REF!,2,FALSE),(IF(B439=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC54","BC",54,277,"controlling runoff","porous pavement","yes","no","Various, USA","mixed urban","multiple","flow, nutrients, toxics",null,"Shirley E. Clark, Ph.D., P.E.\nKatherine H. Baker, Ph.D.\nJ. Bradley Mikula\nCatherine S. Burkhardt\n",2006,"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E278\",\"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers\")","v":"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers"},"Water Environment Research Foundation","yes","http://www.iwapublishing.com/template.cfm?name=isbn9781843392811","not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A440,#REF!,2,FALSE),(IF(B440=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B441&C441","v":"rg16"},"rg",16,278,"controlling runoff","rain garden","no","no","Cincinnati, OH","mixed urban","flow","not applicable",null,"Shuster, W. D.; Gehring, R.; Gerken, J.",2007,"Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: A case study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E279\",\"Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: A case study\")","v":"Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: A case study"},"Journal of Soil & Water Conservation; May/Jun2007, Vol. 62 Issue 3, p129-137, 9p",{"$f":"IF(LEN(T441)>0,\"yes\",\"no\")","v":"yes"},"http://www.savelocalwaters.org/shepherdcreekstudy.pdf","1 summer","yes","flow",{"$f":"IF(OR(U441=\"unknown- need full report\",V441=\"unknown- need full report\",W441=\"unknown- need full report\",I441=\"unknown\",K441=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A441,#REF!,2,FALSE),(IF(B441=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt25","biofilt",25,279,"controlling runoff","LID","no","no","Thonotosassa, FL","laboratory","nutrients","not applicable",null,"Smith, D. P. ",2008,"Sorptive Media Biofiltration for Inorganic Nitrogen Removal from Storm Water.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E280\",\"Sorptive Media Biofiltration for Inorganic Nitrogen Removal from Storm Water.\")","v":"Sorptive Media Biofiltration for Inorganic Nitrogen Removal from Storm Water."},"Journal of Irrigation & Drainage Engineering, Sep 2008, Vol 134, Issue 5, p624-629, 6p, 1 Diagram, 2 Charts, 8 Graphs","yes","http://ascelibrary.org/iro/resource/1/jidedh/v134/i5/p624_s1?isAuthorized=no","not available","yes","concentration","n","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A442,#REF!,2,FALSE),(IF(B442=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["sewer7","sewer",7,280,"pollution prevention and municipal operations","education","no","no","Puget Sound, WA","mixed urban","multiple","nutrients, toxics",null,"Smith, Dan\nShiley, Hollie",2009,"Residential Car Washing",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E281\",\"Residential Car Washing\")","v":"Residential Car Washing"},"Stormwater; Sep2009, Vol. 10 Issue 6, p38-52, 9p","yes","http://www.stormh2o.com/september-2009/residential-car-washing.aspx","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U443=\"unknown- need full report\",V443=\"unknown- need full report\",W443=\"unknown- need full report\",I443=\"unknown\",K443=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A443,#REF!,2,FALSE),(IF(B443=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt3","biofilt",3,281,"controlling runoff","media filter","yes","no","Tampa, FL","laboratory","nutrients","not applicable",null,"Smith, Daniel P.",2011,"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E282\",\"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal\")","v":"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal"},"Water Environment Research (10614303); Apr2011, Vol. 83 Issue 4, p373-384, 12p","yes","http://yale.pubget.com/paper/21553593#","216 days","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A444,#REF!,2,FALSE),(IF(B444=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt3","biofilt",3,281,"controlling runoff","biofilter","yes","no","Tampa, FL","laboratory","nutrients","not applicable",null,"Smith, Daniel P.",2011,"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E282\",\"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal\")","v":"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal"},"Water Environment Research (10614303); Apr2011, Vol. 83 Issue 4, p373-384, 12p","yes","http://yale.pubget.com/paper/21553593#","216 days","yes","concentration","y","biofilter definition?","MM",{"$f":"IFERROR(VLOOKUP(A445,#REF!,2,FALSE),(IF(B445=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC78","BC",78,282,"pollution prevention and municipal operations","street sweeping","yes","no","Boston, MA ","transportation","multiple","sediment",null,"Smith, Kirk P.",2002,"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E283\",\"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts\")","v":"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts"},"U.S. Geological Survey","yes","http://pubs.usgs.gov/wri/wri024059/","2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A446,#REF!,2,FALSE),(IF(B446=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC78","BC",78,282,"pollution prevention and municipal operations","oil water separator","yes","no","Boston, MA ","transportation","multiple","sediment",null,"Smith, Kirk P.",2002,"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E283\",\"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts\")","v":"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts"},"U.S. Geological Survey","yes","http://pubs.usgs.gov/wri/wri024059/","2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A447,#REF!,2,FALSE),(IF(B447=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC78","BC",78,282,"pollution prevention and municipal operations","other","yes","no","Boston, MA ","transportation","multiple","sediment",null,"Smith, Kirk P.",2002,"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E283\",\"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts\")","v":"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts"},"U.S. Geological Survey","yes","http://pubs.usgs.gov/wri/wri024059/","2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A448,#REF!,2,FALSE),(IF(B448=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["permpave19","permpave",19,283,"controlling runoff","porous pavement","yes","no","Edison, NJ","commercial","not available","not applicable",null,"Spicer, Steve",2010,"US EPA Begins Permeable-Pavement Research",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E284\",\"US EPA Begins Permeable-Pavement Research\")","v":"US EPA Begins Permeable-Pavement Research"},"Water Environment & Technology; Mar2010, Vol. 22 Issue 3, p19-25","no",null,"10 years","not available","not available",{"$f":"IF(OR(U449=\"unknown- need full report\",V449=\"unknown- need full report\",W449=\"unknown- need full report\",I449=\"unknown\",K449=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A449,#REF!,2,FALSE),(IF(B449=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR22","BR",22,284,"controlling runoff","rain garden","no","no","New Jersey","laboratory","flow","not applicable",null,"Stander, Emilie K.\nBorst, Michael",2010,"Hydraulic Test of a Bioretention Media Carbon Amendment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E285\",\"Hydraulic Test of a Bioretention Media Carbon Amendment\")","v":"Hydraulic Test of a Bioretention Media Carbon Amendment"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p531-536, 6p, 1 Diagram, 7 Charts, 2 Graphs","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p531_s1?isAuthorized=no","not applicable","yes","flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A450,#REF!,2,FALSE),(IF(B450=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC36","BC",36,285,"pollution prevention and municipal operations","source control","no","no","San Diego, CA","mixed urban","bacteria","not applicable",null,"Stephen J. Gruber, Lisa Marie Kay, Ruth Kolb, Karen Henry ",2005,"Mission Bay Bacterial Source Identification Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E286\",\"Mission Bay Bacterial Source Identification Study\")","v":"Mission Bay Bacterial Source Identification Study"},"Stormwater Magazine online","yes","http://www.stormh2o.com/may-june-2005/bacteria-beaches-contamination.aspx","2 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A451,#REF!,2,FALSE),(IF(B451=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC56","BC",56,286,"controlling runoff","other","no","no","Baltimore, MD","mixed urban","multiple","flow, nutrients, sediment, temperature, toxics",null,"Stewart, Steven; Gemmil, Eldon; Pentz, Nancy",2006,"An Evaluation of the Functions and Effectiveness of Urban Riparian Forest Buffers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E287\",\"An Evaluation of the Functions and Effectiveness of Urban Riparian Forest Buffers\")","v":"An Evaluation of the Functions and Effectiveness of Urban Riparian Forest Buffers"},"Water Environment Research Foundation","yes","http://www.iwaponline.com/wio/2006/01/wio200601WF99WSM4.htm","12 runoff events","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A452,#REF!,2,FALSE),(IF(B452=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B453&C453","v":"biofilt2"},"biofilt",2,287,"controlling runoff","other","no","no","Petersburg, AK","industrial","sediment","not applicable",null,"Stormwater Magazine",2010,"Airport Runway in Alaska Requires Innovative Stormwater Treatment for Compliance and Preservation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E288\",\"Airport Runway in Alaska Requires Innovative Stormwater Treatment for Compliance and Preservation\")","v":"Airport Runway in Alaska Requires Innovative Stormwater Treatment for Compliance and Preservation"},"Stormwater; Sep2010, Vol. 11 Issue 6, p44-46, 3p",{"$f":"IF(LEN(T453)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormklear.com/blog/airport-runway-alaska-requires-innovative-stormwater-treatment-compliance-and-preservation","3 weeks","not available ","concentration","n","deleted \"biolfilter\" record b/c this is really just chem. Floc for sediment removal from const. site","MM",{"$f":"IFERROR(VLOOKUP(A453,#REF!,2,FALSE),(IF(B453=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC22","PSC",22,288,"controlling runoff","infiltration basin","yes","yes","not available","mixed urban","multiple","flow, other",null,"Stovin, V. R.\nSwan, A. D.",2007,"Retrofit SuDS-cost estimates and decision-support tools",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E289\",\"Retrofit SuDS-cost estimates and decision-support tools\")","v":"Retrofit SuDS-cost estimates and decision-support tools"},"Proceedings of ICE: Water Management; Dec2007, Vol. 160 Issue 4, p207-214","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19859931","not available","unknown","unknown",{"$f":"IF(OR(U454=\"unknown- need full report\",V454=\"unknown- need full report\",W454=\"unknown- need full report\",I454=\"unknown\",K454=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A454,#REF!,2,FALSE),(IF(B454=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC22","PSC",22,288,"controlling runoff","retention pond","yes","yes","not available","mixed urban","multiple","flow, other",null,"Stovin, V. R.\nSwan, A. D.",2007,"Retrofit SuDS-cost estimates and decision-support tools",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E289\",\"Retrofit SuDS-cost estimates and decision-support tools\")","v":"Retrofit SuDS-cost estimates and decision-support tools"},"Proceedings of ICE: Water Management; Dec2007, Vol. 160 Issue 4, p207-214","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19859931","not available","unknown","unknown",{"$f":"IF(OR(U455=\"unknown- need full report\",V455=\"unknown- need full report\",W455=\"unknown- need full report\",I455=\"unknown\",K455=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A455,#REF!,2,FALSE),(IF(B455=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC22","PSC",22,288,"controlling runoff","porous pavement","yes","yes","not available","mixed urban","multiple","flow, other",null,"Stovin, V. R.\nSwan, A. D.",2007,"Retrofit SuDS-cost estimates and decision-support tools",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E289\",\"Retrofit SuDS-cost estimates and decision-support tools\")","v":"Retrofit SuDS-cost estimates and decision-support tools"},"Proceedings of ICE: Water Management; Dec2007, Vol. 160 Issue 4, p207-214","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19859931","not available","unknown","unknown",{"$f":"IF(OR(U456=\"unknown- need full report\",V456=\"unknown- need full report\",W456=\"unknown- need full report\",I456=\"unknown\",K456=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A456,#REF!,2,FALSE),(IF(B456=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC28","PSC",28,289,"controlling runoff","LID","no","yes","Sheffield, England","mixed urban","flow","not applicable",null,"Stovin, Virginia",2010,"The potential of green roofs to manage Urban Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E290\",\"The potential of green roofs to manage Urban Stormwater\")","v":"The potential of green roofs to manage Urban Stormwater"},"Water & Environment Journal; Sep2010, Vol. 24 Issue 3, p192-199, 8p, 2 Black and White Photographs, 1 Diagram, 3 Graphs","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1747-6593.2009.00174.x/pdf","7 months","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A457,#REF!,2,FALSE),(IF(B457=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp13","bmp",13,290,"controlling runoff","other","no","no","not applicable","mixed urban","multiple","not available",null,"Strecker, Eric W.; Quigley, Marcus M.; Urbonas, Ben R.; Jones, Jonathan E.; Clary, Jane K.",2001,"Determining Urban Storm Water BMP Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E291\",\"Determining Urban Storm Water BMP Effectiveness\")","v":"Determining Urban Storm Water BMP Effectiveness"},"Journal of Water Resources Planning and Management, May/Jun 2001, Vol 127, Issue 3, p144","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v127/i3/p144_s1?isAuthorized=no","not applicable","yes","concentration","yes","provides guidelines for BMP monitoring but doesn't present performance results","MM",{"$f":"IFERROR(VLOOKUP(A458,#REF!,2,FALSE),(IF(B458=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC97","BC",97,291,"controlling runoff","infiltration basin","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A459,#REF!,2,FALSE),(IF(B459=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","porous pavement","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A460,#REF!,2,FALSE),(IF(B460=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","LID","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A461,#REF!,2,FALSE),(IF(B461=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","oil water separator","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A462,#REF!,2,FALSE),(IF(B462=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","media filter","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A463,#REF!,2,FALSE),(IF(B463=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC76","BC",76,292,"pollution prevention and municipal operations","street sweeping","no","no","not applicable","transportation","sediment","not applicable",null,"Sutherland, Roger C.",2011,"Street Sweeping 101",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E293\",\"Street Sweeping 101\")","v":"Street Sweeping 101"},"Stormwater, Jan/Feb 2011, Development Services","yes","www.stormh2o.com/january-february.../street-sweeping-101.aspx","not available","no","paper","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A464,#REF!,2,FALSE),(IF(B464=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["2sweep13","2sweep",13,293,"pollution prevention and municipal operations","street sweeping","no","no","Portland, OR; Seatac Airport, WA; Las Vegas NV; Centralia, IL","mixed urban","sediment","toxics",null,"Sutherland; Seth Jelen",1997,"Contrary to Conventional Wisdom, Street Sweeping Can Be an Effective BMP In: Advances in Modeling the Management of Stormwater Impacts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E294\",\"Contrary to Conventional Wisdom, Street Sweeping Can Be an Effective BMP In: Advances in Modeling the Management of Stormwater Impacts\")","v":"Contrary to Conventional Wisdom, Street Sweeping Can Be an Effective BMP In: Advances in Modeling the Management of Stormwater Impacts"},"Technology & Engineering, CRC Press 1997, 538 Pages","yes","http://www.pacificwr.com/Publications/Chapter9-Contrary_to_Conv_Wisdom.pdf","not available","no","model","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A465,#REF!,2,FALSE),(IF(B465=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM7","MM",7,294,"controlling runoff","porous pavement","yes","no","Aurora, CO","commercial","multiple","flow, nutrients, sediment, toxics",null,"T. Andrew Earles; Jennifer Keyes, CPESC, Eliot Wong",2009,"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E295\",\"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008\")","v":"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008"},"unknown","no",null,"3 years","yes","concentration",{"$f":"IF(OR(U466=\"unknown- need full report\",V466=\"unknown- need full report\",W466=\"unknown- need full report\",I466=\"unknown\",K466=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A466,#REF!,2,FALSE),(IF(B466=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM7","MM",7,294,"controlling runoff","rain garden","yes","no","Aurora, CO","commercial","multiple","flow, nutrients, sediment, toxics",null,"T. Andrew Earles; Jennifer Keyes, CPESC, Eliot Wong",2009,"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E295\",\"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008\")","v":"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008"},"unknown","no",null,"3 years","yes","concentration",{"$f":"IF(OR(U467=\"unknown- need full report\",V467=\"unknown- need full report\",W467=\"unknown- need full report\",I467=\"unknown\",K467=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A467,#REF!,2,FALSE),(IF(B467=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep16","2sweep",16,295,"pollution prevention and municipal operations","street sweeping","no","no","Australia & other overseas locations","mixed urban","sediment","other",null,"T.A. Walker and T.H.F. Wong",1999,"Effectiveness of Street Sweeping for Stormwater Pollution Control Technical Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E296\",\"Effectiveness of Street Sweeping for Stormwater Pollution Control Technical Report\")","v":"Effectiveness of Street Sweeping for Stormwater Pollution Control Technical Report"},"Catchment.CRC.Org","yes","http://www.catchment.crc.org.au/pdfs/technical199908.pdf","not applicable","yes","loads","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A468,#REF!,2,FALSE),(IF(B468=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt7","biofilt",7,296,"controlling runoff","biofilter","no","no","Ontario, Canada","laboratory","sediment","not applicable",null,"Taleban, Vahid\nFinney, Karen\nGharabaghi, Bahram\nMcBean, Ed\nRudra, Ramesh\nVan Seters, Tim",2009,"Effectiveness of Compost Biofilters in Removal of Sediments from Construction Site Runoff.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E297\",\"Effectiveness of Compost Biofilters in Removal of Sediments from Construction Site Runoff.\")","v":"Effectiveness of Compost Biofilters in Removal of Sediments from Construction Site Runoff."},"Water Quality Research Journal of Canada; 2009, Vol. 44 Issue 1, p71-80, 10p, 1 Black and White Photograph, 2 Diagrams, 5 Charts, 9 Graphs","yes","https://www.cawq.ca/cgi-bin/commerce/add.cgi?language=english&item=article&article=411","unknown- need full report","yes","concentration","y","media filter?","MM",{"$f":"IFERROR(VLOOKUP(A469,#REF!,2,FALSE),(IF(B469=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC67","BC",67,297,"controlling runoff","porous pavement","no","no","not applicable","multiple","multiple","flow, toxics",null,"Tara Hun-Dorris",2005,"Advances in Porous Pavement: Different types of materials and continuing research offer more options",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E298\",\"Advances in Porous Pavement: Different types of materials and continuing research offer more options\")","v":"Advances in Porous Pavement: Different types of materials and continuing research offer more options"},"Stormwater, March-April 2005","yes","http://www.stormh2o.com/march-april-2005/pavement-materials-watershed.aspx","not applicable","no","paper","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A470,#REF!,2,FALSE),(IF(B470=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp18","bmp",18,298,"public education and outreach","education",null,"no","Melbourne, Australia","commercial","other","not applicable",null,"Taylor, Andre; Curnow, Rob; Fletcher, Tim; Lewis, Justin",2007,"Education Campaigns to Reduce Stormwater Pollution in Commercial Areas: Do They Work?",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E299\",\"Education Campaigns to Reduce Stormwater Pollution in Commercial Areas: Do They Work?\")","v":"Education Campaigns to Reduce Stormwater Pollution in Commercial Areas: Do They Work?"},"Journal of Environmental Management, Aug 2007, Vol 84, Issue 3, p323-335","yes","http://www.sciencedirect.com/science/article/pii/S0301479706001563","8 month","yes","paper",{"$f":"IF(OR(U471=\"unknown- need full report\",V471=\"unknown- need full report\",W471=\"unknown- need full report\",I471=\"unknown\",K471=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A471,#REF!,2,FALSE),(IF(B471=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp49","bmp",49,299,"pollution prevention and municipal operations","source control","yes","no","USA, New Zealand, Australia","multiple","multiple","not available",null,"Taylor, Andre; Fletcher, Tim",2007,"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E300\",\"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use\")","v":"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use"},"Environmental Management, May 2007, Vol 39, Issue 5, p663-677","yes","http://www.springerlink.com/content/xj75286801k83514/","not applicable","yes","indirect",{"$f":"IF(OR(U472=\"unknown- need full report\",V472=\"unknown- need full report\",W472=\"unknown- need full report\",I472=\"unknown\",K472=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A472,#REF!,2,FALSE),(IF(B472=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp49","bmp",49,299,"pollution prevention and municipal operations","maintenance practice","yes","no","USA, New Zealand, Australia","multiple","multiple","not available",null,"Taylor, Andre; Fletcher, Tim",2007,"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E300\",\"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use\")","v":"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use"},"Environmental Management, May 2007, Vol 39, Issue 5, p663-677","yes","http://www.springerlink.com/content/xj75286801k83514/","not applicable","yes","indirect",{"$f":"IF(OR(U473=\"unknown- need full report\",V473=\"unknown- need full report\",W473=\"unknown- need full report\",I473=\"unknown\",K473=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A473,#REF!,2,FALSE),(IF(B473=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp49","bmp",49,299,"public education and outreach","education","yes","no","USA, New Zealand, Australia","multiple","multiple","not available",null,"Taylor, Andre; Fletcher, Tim",2007,"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E300\",\"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use\")","v":"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use"},"Environmental Management, May 2007, Vol 39, Issue 5, p663-677","yes","http://www.springerlink.com/content/xj75286801k83514/","not applicable","yes","indirect",{"$f":"IF(OR(U474=\"unknown- need full report\",V474=\"unknown- need full report\",W474=\"unknown- need full report\",I474=\"unknown\",K474=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A474,#REF!,2,FALSE),(IF(B474=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC16","BC",16,300,"controlling runoff","rain garden","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A475,#REF!,2,FALSE),(IF(B475=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","biofilter","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A476,#REF!,2,FALSE),(IF(B476=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","wetlands","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A477,#REF!,2,FALSE),(IF(B477=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","retention pond","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A478,#REF!,2,FALSE),(IF(B478=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","porous pavement","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A479,#REF!,2,FALSE),(IF(B479=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B480&C480","v":"rg20"},"rg",20,301,"controlling runoff","rain garden","no","yes","not available","mixed urban","flow","not applicable",null,"Thrall, Lizz",2006,"Rain gardens stem urban storm-water flows",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E302\",\"Rain gardens stem urban storm-water flows\")","v":"Rain gardens stem urban storm-water flows"},"Environmental Science & Technology; 2/15/2006, Vol. 40 Issue 4, p1093-1094",{"$f":"IF(LEN(T480)>0,\"yes\",\"no\")","v":"no"},null,"unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U480=\"unknown- need full report\",V480=\"unknown- need full report\",W480=\"unknown- need full report\",I480=\"unknown\",K480=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A480,#REF!,2,FALSE),(IF(B480=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B481&C481","v":"bmp67"},"bmp",67,302,"controlling runoff","LID",null,"yes","Midwest, USA","residential","flow","not applicable",null,"Thurston, Hale W.; Taylor, Michael A.; Shuster, William D.; Roy, Allison H.; Morrison, Matthew A.",2010,"Using a Reverse Auction to Promote Household Level Stormwater Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E303\",\"Using a Reverse Auction to Promote Household Level Stormwater Control\")","v":"Using a Reverse Auction to Promote Household Level Stormwater Control"},"Environmental Science & Policy, Aug 2010, Vol 13, Issue 5, p405-414",{"$f":"IF(LEN(T481)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S1462901110000262","1 year","yes","indirect",{"$f":"IF(OR(U481=\"unknown- need full report\",V481=\"unknown- need full report\",W481=\"unknown- need full report\",I481=\"unknown\",K481=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A481,#REF!,2,FALSE),(IF(B481=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B482&C482","v":"2sweep11"},"2sweep",11,303,"pollution prevention and municipal operations","street sweeping","no","no","Tampa, FL","mixed urban","toxics","sediment",null,"Tobin, Graham A; Brinkmann, Robert",2002,"The Effectiveness of Street Sweeper in Removing Pollutants From Road Surfaces in Florida",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E304\",\"The Effectiveness of Street Sweeper in Removing Pollutants From Road Surfaces in Florida\")","v":"The Effectiveness of Street Sweeper in Removing Pollutants From Road Surfaces in Florida"},"Journal of Environmental Science & Health, Part A: Toxic/Hazardous Substances & Environmental Engineering, Sep 2002, Vol 37, no 9, p1687-1700",{"$f":"IF(LEN(T482)>0,\"yes\",\"no\")","v":"yes"},"http://www.tandfonline.com/doi/abs/10.1081/ESE-120015430?journalCode=lesa20#preview","2 days","yes","load","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A482,#REF!,2,FALSE),(IF(B482=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC26","BC",26,304,"pollution prevention and municipal operations","source control","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, toxics",null,"Tom Schueler, Chris Swann, Tiffany Wright, and Stephanie Sprinkle",2004,"Urban Subwatershed Protection Manual No. 8 - Pollution Source Control Practices Version 1.0",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E305\",\"Urban Subwatershed Protection Manual No. 8 - Pollution Source Control Practices Version 1.0\")","v":"Urban Subwatershed Protection Manual No. 8 - Pollution Source Control Practices Version 1.0"},"Office of Water Management\nUSEPA","yes","http://water.montana.edu/pdfs/ELC_USRM8.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A483,#REF!,2,FALSE),(IF(B483=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B484&C484","v":"MM1"},"MM",1,305,"controlling runoff","manufactured device","no","yes","Australia","mixed urban","sediment","not applicable",null,"Tony H F Wong; Djula Fabian; Richard M. Wootton","unknown","Hydraulic Performance and Sediment Efficiencies of a Dual Outlet CDS Device",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E306\",\"Hydraulic Performance and Sediment Efficiencies of a Dual Outlet CDS Device\")","v":"Hydraulic Performance and Sediment Efficiencies of a Dual Outlet CDS Device"},"ASCE Journal of Hydraulic Engineering",{"$f":"IF(LEN(T484)>0,\"yes\",\"no\")","v":"no"},null,"1/2 year","yes","load",{"$f":"IF(OR(U484=\"unknown- need full report\",V484=\"unknown- need full report\",W484=\"unknown- need full report\",I484=\"unknown\",K484=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A484,#REF!,2,FALSE),(IF(B484=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave2","permpave",2,306,"controlling runoff","porous pavement","yes","no","not available","mixed urban","multiple","bacteria, nutrients, sediment",null,"Tota-Maharaj, Kiran; Scholz, Miklas",2010,"Efficiency of Permeable Pavement Systems for the Removal of Urban Runoff Pollutants Under Varying Environmental Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E307\",\"Efficiency of Permeable Pavement Systems for the Removal of Urban Runoff Pollutants Under Varying Environmental Conditions\")","v":"Efficiency of Permeable Pavement Systems for the Removal of Urban Runoff Pollutants Under Varying Environmental Conditions"},"Environmental Progress & Sustainable Energy; Oct2010, Vol. 29 Issue 3, p358-369","yes","http://onlinelibrary.wiley.com/doi/10.1002/ep.10418/abstract","not available","yes","unknown",{"$f":"IF(OR(U485=\"unknown- need full report\",V485=\"unknown- need full report\",W485=\"unknown- need full report\",I485=\"unknown\",K485=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A485,#REF!,2,FALSE),(IF(B485=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave15","permpave",15,307,"controlling runoff","porous pavement","no","no","Edinburgh, Scotland","mixed urban","multiple","bacteria, nutrients",null,"Tota-Maharaj, Kiran; Scholz, Miklas, Ahmend, T; French, C; Pagaling, E",2010,"The synergy of permeable pavements and geothermal heat pumps for stormwater treatment and reuse",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E308\",\"The synergy of permeable pavements and geothermal heat pumps for stormwater treatment and reuse\")","v":"The synergy of permeable pavements and geothermal heat pumps for stormwater treatment and reuse"},"Environmental Technology; Dec2010, Vol. 31 Issue 14, p1517-1531","yes","http://www.tandfonline.com/doi/abs/10.1080/09593331003782409#preview","3 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A486,#REF!,2,FALSE),(IF(B486=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bioinf1","bioinf",1,308,"controlling runoff","LID","no","no","University of Maryland","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Traver, Robert G.\nDavis, Allen P.\nHunt, William F.",2007,"Bioretention And Bioinfiltration BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E309\",\"Bioretention And Bioinfiltration BMPs\")","v":"Bioretention And Bioinfiltration BMPs"},"Stormwater; Oct2007, Vol. 8 Issue 7, p18-30, 7p","yes","http://www.stormh2o.com/october-2007/maryland-impact-development.aspx","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U487=\"unknown- need full report\",V487=\"unknown- need full report\",W487=\"unknown- need full report\",I487=\"unknown\",K487=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},"bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A487,#REF!,2,FALSE),(IF(B487=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bioinf5","bioinf",5,309,"controlling runoff","rain garden","no","no","not available","mixed urban","multiple","not available",null,"Traver, Robert\nClark, Shirley\nHunt, William\nStruck, Scott",2011,"Special Issue on Urban Storm-Water Management in the 21st Century",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E310\",\"Special Issue on Urban Storm-Water Management in the 21st Century\")","v":"Special Issue on Urban Storm-Water Management in the 21st Century"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p113-113, 1p","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p113_s1?bypassSSO=1","unknown- need full report","unknown- need full report","unknown- need full report","y","We don't have the Full Article; pdf is just a summary","MM",{"$f":"IFERROR(VLOOKUP(A488,#REF!,2,FALSE),(IF(B488=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR60","BR",60,310,"controlling runoff","rain garden","no","no","Auckland, New Zealand","industrial","multiple","flow, sediment, toxics",null,"Trowsdale, Sam A. \nSimcock, Robyn",2011,"Urban stormwater treatment using bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E311\",\"Urban stormwater treatment using bioretention\")","v":"Urban stormwater treatment using bioretention"},"Journal of Hydrology; Feb2011, Vol. 397 Issue 3/4, p167-174, 8p","yes","http://www.sciencedirect.com/science/article/pii/S0022169410007195","not available","yes","concentration & flow","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A489,#REF!,2,FALSE),(IF(B489=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc28","construc",28,311,"controlling runoff","biofilter","yes","no","Hilton Head, SC","other","nutrients","not applicable",null,"Tuerk, Karen J. S.; Aelion, C. Marjorie",2005,"Microbial Nitrogen Removal in a Developing Suburban Estuary Along the South Carolina Coast",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E312\",\"Microbial Nitrogen Removal in a Developing Suburban Estuary Along the South Carolina Coast\")","v":"Microbial Nitrogen Removal in a Developing Suburban Estuary Along the South Carolina Coast"},"Estuaries; Jun2005, Vol. 28 Issue 3, p364-372, 9p","yes","http://www.jstor.org/pss/3526920","not applicable","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A490,#REF!,2,FALSE),(IF(B490=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC31","BC",31,312,"pollution prevention and municipal operations","other","yes","no","not applicable","mixed urban","multiple","not available",null,"United States Environmental Protection Agency",2008,"Evaluating the Effectiveness\nof Municipal Stormwater Programs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E313\",\"Evaluating the Effectiveness\nof Municipal Stormwater Programs\")","v":"Evaluating the Effectiveness\nof Municipal Stormwater Programs"},"United States Environmental Protection Agency and the EPA Region III states of Pennsylvania, Maryland, Delaware, District of Columbia, Virginia and West Virginia","yes","http://nepis.epa.gov/Adobe/PDF/P1001QY0.PDF","not applicable","no","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A491,#REF!,2,FALSE),(IF(B491=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","rain garden","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A492,#REF!,2,FALSE),(IF(B492=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","biofilter","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A493,#REF!,2,FALSE),(IF(B493=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","porous pavement","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A494,#REF!,2,FALSE),(IF(B494=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","LID","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A495,#REF!,2,FALSE),(IF(B495=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC38","BC",38,314,"controlling runoff","porous pavement","no","no","Various, USA","mixed urban","multiple","flow, toxics",null,"Urban Design Tools",2011,"Permeable Pavers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E315\",\"Permeable Pavers\")","v":"Permeable Pavers"},"www.lid-stormwater.net","yes","http://www.lid-stormwater.net/permpavers_benefits.htm","1 year","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A496,#REF!,2,FALSE),(IF(B496=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B497&C497","v":"WST19"},"WST",19,315,"public education and outreach","LID","yes","no","not available","mixed urban","multiple","not available",null,"Urbonas, Ben",1994,"Assessment of Stormwater BMPs and their Technology",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E316\",\"Assessment of Stormwater BMPs and their Technology\")","v":"Assessment of Stormwater BMPs and their Technology"},"Water Science & Technology Vol 29 No 1-2 pp 347–353 ",{"$f":"IF(LEN(T497)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/02901/wst029010347.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U497=\"unknown- need full report\",V497=\"unknown- need full report\",W497=\"unknown- need full report\",I497=\"unknown\",K497=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A497,#REF!,2,FALSE),(IF(B497=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","detention basin","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E317\",\"Preliminary Data Summary of Urban Storm Water Best Management Practices\")","v":"Preliminary Data Summary of Urban Storm Water Best Management Practices"},"US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A498,#REF!,2,FALSE),(IF(B498=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","retention pond","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A499,#REF!,2,FALSE),(IF(B499=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","infiltration basin","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A500,#REF!,2,FALSE),(IF(B500=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","wetland","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A501,#REF!,2,FALSE),(IF(B501=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","media filter","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A502,#REF!,2,FALSE),(IF(B502=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","biofilter","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A503,#REF!,2,FALSE),(IF(B503=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep4","2sweep",4,317,"pollution prevention and municipal operations","street sweeping","no","no","Melbourne, Australia","mixed urban","sediment","nutrients",null,"Vaze, J.; Chiew, Francis H. S.",2002,"Experimental Study of Pollutant Accumulation on an Urban Road Surface",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E318\",\"Experimental Study of Pollutant Accumulation on an Urban Road Surface\")","v":"Experimental Study of Pollutant Accumulation on an Urban Road Surface"},"Urban Water, Dec 2002, Vol 4, Issue 4, p379","yes","http://www.sciencedirect.com/science/article/pii/S1462075802000274","36 days","yes","load","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A504,#REF!,2,FALSE),(IF(B504=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC82","BC",82,318,"controlling runoff","detention basin","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E319\",\"Stormwater Management Measures And Fecal Indicator Bacteria\")","v":"Stormwater Management Measures And Fecal Indicator Bacteria"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A505,#REF!,2,FALSE),(IF(B505=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","biofilter","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A506,#REF!,2,FALSE),(IF(B506=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","wetlands","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A507,#REF!,2,FALSE),(IF(B507=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","media filter","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A508,#REF!,2,FALSE),(IF(B508=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","rain garden","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A509,#REF!,2,FALSE),(IF(B509=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","manufactured device","yes","no","Durham, NH","commercial","bacteria","not applicable","Stormwater Management Measures And Fecal Indicator Bacteria","Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A510,#REF!,2,FALSE),(IF(B510=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["JAWRA14","JAWRA",14,319,"controlling runoff","wetlands","no","no","Villanova University, PA","mixed urban","multiple","bacteria, nutrients, sediment",null,"Wadzuk, Bridget M.; Rea, Matthew; Woodruff, Gregg; Flynn, Kelly; Traver, Robert G.",2010,"Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E320\",\"Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions\")","v":"Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions"},"Journal of the American Water Resources Association, Vol 46, Issue 2, p385-394","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2009.00408.x/abstract","4 years","yes","load",{"$f":"IF(OR(U511=\"unknown- need full report\",V511=\"unknown- need full report\",W511=\"unknown- need full report\",I511=\"unknown\",K511=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A511,#REF!,2,FALSE),(IF(B511=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","manufactured device","yes","yes","Delaware","transportation","multiple","sediment, toxics",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A512,#REF!,2,FALSE),(IF(B512=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","rain garden","yes","yes","Delaware","transportation","multiple","sediment, toxics",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A513,#REF!,2,FALSE),(IF(B513=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","media filter","yes","yes","Delaware","transportation","multiple","sediment, toxics",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A514,#REF!,2,FALSE),(IF(B514=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","manufactured device","yes","yes","Delaware","transportation","not available","not applicable",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A515,#REF!,2,FALSE),(IF(B515=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC64","BC",64,321,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E322\",\"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0\")","v":"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0"},"Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A516,#REF!,2,FALSE),(IF(B516=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A517,#REF!,2,FALSE),(IF(B517=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A518,#REF!,2,FALSE),(IF(B518=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","porous pavement","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A519,#REF!,2,FALSE),(IF(B519=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","LID","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A520,#REF!,2,FALSE),(IF(B520=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A521,#REF!,2,FALSE),(IF(B521=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","other","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A522,#REF!,2,FALSE),(IF(B522=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B523&C523","v":"BR19"},"BR",19,322,"controlling runoff","rain garden","no","no","Oklahoma","laboratory","multiple","flow, toxics",null,"Wei Zhang\nBrown, Glenn O.\nHailin Zhang\nStorm, Daniel E",2008,"Fly-Ash-Amended Sand as Filter Media in Bioretention Cells to Improve Phosphorus Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E323\",\"Fly-Ash-Amended Sand as Filter Media in Bioretention Cells to Improve Phosphorus Removal\")","v":"Fly-Ash-Amended Sand as Filter Media in Bioretention Cells to Improve Phosphorus Removal"},"Water Environment Research (10614303); Jun2008, Vol. 80 Issue 6, p507-516, 10p, 5 Charts, 4 Graphs",{"$f":"IF(LEN(T523)>0,\"yes\",\"no\")","v":"yes"},"http://www.biomedsearch.com/nih/Fly-ash-amended-sand-as/18686926.html","not available","unknown","concentration & flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A523,#REF!,2,FALSE),(IF(B523=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC65","BC",65,323,"controlling runoff","other","yes","yes","not applicable","mixed urban","multiple","not available",null,"Weinstein, Neil; Cotting, Jennifer; Nees, Dan; Downing, Sara, Lee, Jeff; Tauber, Benjamin; English, Ann; Kloss, Christopher; Glass, Charles; Huber, Wayne; Morgan, Tracy",2009,"Decentralized Stormwater Controls for Urban Retrofit and Combined Sewer Overflow Reduction: Phase II",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E324\",\"Decentralized Stormwater Controls for Urban Retrofit and Combined Sewer Overflow Reduction: Phase II\")","v":"Decentralized Stormwater Controls for Urban Retrofit and Combined Sewer Overflow Reduction: Phase II"},"Water Environment Research Foundation, 01/09","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=03-SW-3a&ID=03-SW-3a","not applicable","no","paper, model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A524,#REF!,2,FALSE),(IF(B524=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BR10","BR",10,324,"controlling runoff","rain garden","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E325\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A525,#REF!,2,FALSE),(IF(B525=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","detention basin","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A526,#REF!,2,FALSE),(IF(B526=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","retention pond","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A527,#REF!,2,FALSE),(IF(B527=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","media filter","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A528,#REF!,2,FALSE),(IF(B528=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","wetlands","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A529,#REF!,2,FALSE),(IF(B529=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","infiltration basin","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A530,#REF!,2,FALSE),(IF(B530=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","detention basin","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A531,#REF!,2,FALSE),(IF(B531=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","retention pond","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A532,#REF!,2,FALSE),(IF(B532=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","media filter","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A533,#REF!,2,FALSE),(IF(B533=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","wetlands","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A534,#REF!,2,FALSE),(IF(B534=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","infiltration basin","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A535,#REF!,2,FALSE),(IF(B535=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC86","BC",86,326,"controlling runoff","infiltration basin","no","no","Various, USA","multiple","multiple","bacteria, nutrients, toxics",null,"Weiss, Peter t; LeFevre, Greg; Gulliver, John S.",2008,"Contamination of Soil and Groundwater Due to Stormwater Infiltration Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E327\",\"Contamination of Soil and Groundwater Due to Stormwater Infiltration Practices\")","v":"Contamination of Soil and Groundwater Due to Stormwater Infiltration Practices"},"University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7732","not applicable","no","paper","Yes","indirectly relevant","MM",{"$f":"IFERROR(VLOOKUP(A536,#REF!,2,FALSE),(IF(B536=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC79","BC",79,327,"multiple",null,"yes","yes","multiple","mixed urban","multiple","not available",null,"WERF, ASCE, EWRI, APWA, FHWA, USEPA",2011,"International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E328\",\"International Stormwater Best Management Practices (BMP) Database\")","v":"International Stormwater Best Management Practices (BMP) Database"},"ASCE, WERF","yes","http://www.bmpdatabase.org/","15 years","yes","concentration and flow","y","Duplicate? Seems like Int'l database is listed multiple times","MM",{"$f":"IFERROR(VLOOKUP(A537,#REF!,2,FALSE),(IF(B537=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["LID15","LID",15,328,"controlling runoff","biofilter","no","no","Piedmont Plateau, NC","commercial","multiple","nutrients, sediment",null,"Winston, R. J.; Hunt III, William; Osmond, D.; Lord, W. G.; Woodward, M. D.\n",2011,"Field Evaluation of Four Level Spreader-Vegetative Filter Strips to Improve Urban Storm-Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E329\",\"Field Evaluation of Four Level Spreader-Vegetative Filter Strips to Improve Urban Storm-Water Quality\")","v":"Field Evaluation of Four Level Spreader-Vegetative Filter Strips to Improve Urban Storm-Water Quality"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p170-182, 13p, 1 Color Photograph, 2 Diagrams, 15 Charts, 6 Graphs, 1 Map","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p170_s1?isAuthorized=no","1 year","yes","concentration",{"$f":"IF(OR(U538=\"unknown- need full report\",V538=\"unknown- need full report\",W538=\"unknown- need full report\",I538=\"unknown\",K538=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A538,#REF!,2,FALSE),(IF(B538=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM20","MM",20,329,"controlling runoff","CB cleaning","no","no","Alameda County, CA","multiple","multiple","sediment, toxics",null,"Woodward-Clyde Consultants",1994,"Storm Inlet Pilot Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E330\",\"Storm Inlet Pilot Study\")","v":"Storm Inlet Pilot Study"},"Alameda County Urban Runoff Clean Water Program: A Consortium of Local Agencies","no",null,"1 year","yes","load",{"$f":"IF(OR(U539=\"unknown- need full report\",V539=\"unknown- need full report\",W539=\"unknown- need full report\",I539=\"unknown\",K539=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A539,#REF!,2,FALSE),(IF(B539=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC20","BC",20,330,"controlling runoff","detention basin","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E331\",\"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria\")","v":"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria"},"Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A540,#REF!,2,FALSE),(IF(B540=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","retention pond","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A541,#REF!,2,FALSE),(IF(B541=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","media filter","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A542,#REF!,2,FALSE),(IF(B542=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","biofilter","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A543,#REF!,2,FALSE),(IF(B543=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","wetlands","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A544,#REF!,2,FALSE),(IF(B544=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","manufactured device","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A545,#REF!,2,FALSE),(IF(B545=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B546&C546","v":"WST2"},"WST",2,331,"controlling runoff","porous pavement","no","no","not available","mixed urban","toxics","not applicable",null,"Xuheng Kuang; John Sansalone",2011,"Cementitious porous pavement in stormwater quality control: pH and alkalinity elevation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E332\",\"Cementitious porous pavement in stormwater quality control: pH and alkalinity elevation\")","v":"Cementitious porous pavement in stormwater quality control: pH and alkalinity elevation"},"Water Science and Technology, Vol 63, No 12, p2992-2998",{"$f":"IF(LEN(T546)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/06312/wst063122992.htm","unknown- need full report","yes","concentration",{"$f":"IF(OR(U546=\"unknown- need full report\",V546=\"unknown- need full report\",W546=\"unknown- need full report\",I546=\"unknown\",K546=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A546,#REF!,2,FALSE),(IF(B546=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B547&C547","v":"construc5"},"construc",5,332,"controlling runoff","other","no","no","Los Angeles, CA","mixed urban","nutrients","not applicable",null,"Yanamadala, Vijay",2005,"Calcium Carbonate Phosphate Binding Ion Exchange Filtration and Accelerated Denitrification Improve Public Health Standards and Combat Eutrophication in Aquatic Ecosystems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E333\",\"Calcium Carbonate Phosphate Binding Ion Exchange Filtration and Accelerated Denitrification Improve Public Health Standards and Combat Eutrophication in Aquatic Ecosystems\")","v":"Calcium Carbonate Phosphate Binding Ion Exchange Filtration and Accelerated Denitrification Improve Public Health Standards and Combat Eutrophication in Aquatic Ecosystems"},"Water Environment Research (10614303); Nov/Dec2005, Vol. 77 Issue 6, p3003-3012",{"$f":"IF(LEN(T547)>0,\"yes\",\"no\")","v":"yes"},"http://www.ncbi.nlm.nih.gov/pmc/articles/PMC2810262/pdf/nihms-168582.pdf","not available","yes","concentration","yes","in lake treatment (vs. storm)","MM",{"$f":"IFERROR(VLOOKUP(A547,#REF!,2,FALSE),(IF(B547=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B548&C548","v":"BR11"},"BR",11,333,"controlling runoff","rain garden","no","no","Wooster, OH","laboratory","multiple","flow, nutrients, toxics ",null,"Yang, H.\nFlorence, D. C.\nMcCoy, E. L.\nDick, W. A.\nGrewal, P. S.",2009,"Design and hydraulic characteristics of a field-scale bi-phasic bioretention rain garden system for storm water management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E334\",\"Design and hydraulic characteristics of a field-scale bi-phasic bioretention rain garden system for storm water management\")","v":"Design and hydraulic characteristics of a field-scale bi-phasic bioretention rain garden system for storm water management"},"Water Science & Technology; 2009, Vol. 59 Issue 9, p1863-1872, 10p, 1 Diagram, 4 Charts, 3 Graphs",{"$f":"IF(LEN(T548)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/05909/wst059091863.htm","not applicable","yes","concentration & flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A548,#REF!,2,FALSE),(IF(B548=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B549&C549","v":"construc26"},"construc",26,334,"controlling runoff","source control","no","no","Auburn, AL","laboratory","sediment","not applicable",null,"Zech, W. C.; Halverson, J. L.; Clement, T. P.",2008,"Intermediate-Scale Experiments to Evaluate Silt Fence Designs to Control Sediment Discharge from Highway Construction Sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E335\",\"Intermediate-Scale Experiments to Evaluate Silt Fence Designs to Control Sediment Discharge from Highway Construction Sites\")","v":"Intermediate-Scale Experiments to Evaluate Silt Fence Designs to Control Sediment Discharge from Highway Construction Sites"},"Journal of Hydrologic Engineering; Jun2008, Vol. 13 Issue 6, p497-504, 8p",{"$f":"IF(LEN(T549)>0,\"yes\",\"no\")","v":"yes"},"http://www.eng.auburn.edu/~clemept/publsihed_pdf/ASCE_slitfence.pdf","not applicable","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A549,#REF!,2,FALSE),(IF(B549=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B550&C550","v":"PSC13"},"PSC",13,335,"controlling runoff","porous pavement","yes","no","not available","mixed urban","sediment","not applicable",null,"Zheng Teng\nSansalone, John",2004,"In Situ Partial Exfiltration of Rainfall Runoff. II: Particle Separation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E336\",\"In Situ Partial Exfiltration of Rainfall Runoff. II: Particle Separation\")","v":"In Situ Partial Exfiltration of Rainfall Runoff. II: Particle Separation"},"Journal of Environmental Engineering; Sep2004, Vol. 130 Issue 9, p1008-1020",{"$f":"IF(LEN(T550)>0,\"yes\",\"no\")","v":"yes"},"http://cedb.asce.org/cgi/WWWdisplay.cgi?143146","not available","unknown","concentration",{"$f":"IF(OR(U550=\"unknown- need full report\",V550=\"unknown- need full report\",W550=\"unknown- need full report\",I550=\"unknown\",K550=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A550,#REF!,2,FALSE),(IF(B550=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC29","BC",29,336,"pollution prevention and municipal operations","other","yes"," no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment",null,"not available",2010,"2010 Watershed Treatment Model (WTM) User’s Guide – Beta",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E337\",\"2010 Watershed Treatment Model (WTM) User’s Guide – Beta\")","v":"2010 Watershed Treatment Model (WTM) User’s Guide – Beta"},"Conference: From the Rooftop to the Bay","no",null,"not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A551,#REF!,2,FALSE),(IF(B551=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]

{"sheet":"Literature Summaries","index":2,"n_rows":337,"n_cols":11,"rows_kept":337,"cut":false,"hidden":false,"merged":[]}
[{"$f":"B1&C1","v":"UnID"},"Un","ID","Unique ID","Abstract/Summary","Author","Title",null,"QA/QC status","Tech Ed Status","Go Back"]
["WST5","WST",5,1,"The study reported herein focused on the effectiveness of rainwater tanks as a potential water-sensitive urban design element used to manage stormwater using the MUSIC model. The study showed that the installation of a 3 kL tank reduces hydraulic loading by 75%, total suspended solids by 97%, total phosphorus by 90%, and total nitrogen by 81% if the rainwater stored in the tank is used to meet the indoor demand (toilet flushing and laundry use) as well as the outdoor demand (garden watering).","A. Khastagir; L. N. N. Jayasuriya","Impacts of Using Rainwater Tanks on Stormwater Harvest and Runoff Quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q3\",\"back\")","v":"back"}]
[{"$f":"B3&C3","v":"permpave7"},"permpave",7,2,"This paper presented in situ performance data from a permeable pavement system that was installed to collect and treat stormwater runoff from a motorway service station car park. The system provided a large degree of attenuation in terms of (a) reduction in peak flows, and (b) extended duration of outflows compared with rain events. Infiltration tests provided information on the processes of water entry into the pavement system and impacts of clogging on hydraulic performance.","Abbot, C.L.; Comino-Mateos, L.","In-Situ hydraulic performance of permeable pavement of  a permeable pavement sustainable urban drainage system",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q4\",\"back\")","v":"back"}]
["bmp26","bmp",26,3,"This study applied a dynamic model to simulate BMP performance over a 10-year period. The BMP model used hourly output from a calibrated and validated land use model to evaluate two BMP types: a retention facility and a flow-through swale. Without BMPs, copper (Cu) event mean concentrations (EMCs) exceeded standards in 58% of the storms. The bioretention basin reduced Cu EMCs to only 4% exceeding standards. The planter box and swale had EMCs exceeding 21% and 50% of the time, respectively. This study demonstrates that BMP modeling can help managers understand expected BMP performance over a range of storms, time periods, and design parameters, and evaluate BMPs in series.","Ackerman, Drew; Stein, Eric D.","Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q6\",\"back\")","v":"back"}]
[{"$f":"B5&C5","v":"MM16"},"MM",16,4,"Three types of stormwater infiltration facilities were monitored to evaluate the level of contamination in the upper aquifer in Pierce County. The facilities were located in very gravelly outwash soils. Samples were collected from the influent, effluent, and downgradient groundwater. The design that incorporated a grass-lined swale provided the best removal of metals and total petroleum hydrocarbons (TPH). Most of the removal occurred in the vegetated soil column.","Adolfson Associates Inc.; Brown and Caldwell","Pilot Evaluation: Subsurface Stormwater Disposal Facilities, Clover/Chambers Creek Basin",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q7\",\"back\")","v":"back"}]
[{"$f":"B6&C6","v":"PSC16"},"PSC",16,5,"This paper described a modeling approach for evaluating the efficiency of different nonstructural BMPs for stormwater management. A scenario with a set of source reduction practices was simulated using the substance flow model SEWSYS for an urban catchment. The scenario was based on a hypothetical control program that included prevention, education, and regulations. The nonstructural BMPs applied did not give a sufficient reduction in pollution. To meet the water quality criteria, additional BMPs must be implemented, preferably a combination of both nonstructural and structural measures. ","Ahlman, S.\nMalm, A.\nKant, H.\nSvensson, G.\nKarlsson, P.","Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q9\",\"back\")","v":"back"}]
[{"$f":"B7&C7","v":"BC11"},"BC",11,6,"This file contained bibliographic references for studies in the categories of dry and wet ponds, wetlands, oil/grit separators, and catch basins.","American Society of Civil Engineers","National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q13\",\"back\")","v":"back"}]
[{"$f":"B8&C8","v":"BC12"},"BC",12,7,"This Microsoft Excel file contained bibliographic reference information for studies included in the National BMP database.","American Society of Civil Engineers","BMP Database Bibliography",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q19\",\"back\")","v":"back"}]
["rg15","rg",15,8,"In this paper, we described the development and evaluation of three approaches for performance assessment of rain gardens: visual inspection, infiltration rate testing, and synthetic drawdown testing. Twelve rain gardens in Minnesota underwent visual inspection, with four determined to be nonfunctional based on one or more of the following criteria: (1) presence of ponded water, (2) presence of hydric soils, (3) presence of emergent (wetland) vegetation, and (4) failing vegetation. The assessment approaches developed in this research should prove useful for determining whether the construction of the rain garden was performed properly, a rain garden is functioning properly, and for developing maintenance tasks and schedules. ","Asleson, Brooke C.; Nestingen, Rebecca S.; Gilliver, John S.; Hozalski, Raymond M.; Nieber, John L.","Performance Assessment of Rain Gardens",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q20\",\"back\")","v":"back"}]
[{"$f":"B10&C10","v":"BC88"},"BC",88,9,"Rain gardens in Minnesota were assessed using a four-tiered approach consisting of visual inspection, capacity testing, synthetic runoff testing, and monitoring. Of the 12 sites, 8 were functioning properly based on the visual inspection. The results demonstrated that this assessment approach provides effective tools for determining if a rain garden is functioning properly and optimally, for developing maintenance tasks and schedules, and for ensuring due diligence during construction.","Asleson, Brooke C.; Nestingen, Rebecca S.; Gilliver, John S.; Hozalski, Raymond M.; Nieber, John L.","The development and application of a four-level rain garden assessment methodology",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q21\",\"back\")","v":"back"}]
["construc41","construc",41,10,"Erosion control methods consisting of straw, straw plus 37 kg/ha  (33 lb/ac) linear anionic polyacrylamide (straw + PAM), and excelsior blankets were evaluated based on runoff water quality and vegetative establishment at six construction sites. Large differences in water quality were often not statistically significant for individual storms due to high variability. However, when data were averaged across all storm events, the straw + PAM treatment reduced mean runoff turbidity at three of the four sites and mean total suspended solids (TSS) at two of the four sites compared to straw alone. Maximum reductions in turbidity and TSS were 81% and 56%, respectively. ","Babcock, D. L.; McLaughlin, R. A.","Runoff water quality and vegetative establishment for groundcovers on steep slopes",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q22\",\"back\")","v":"back"}]
[{"$f":"B12&C12","v":"BC72"},"BC",72,11,"This study evaluated changes in porous asphalt infiltration rates and the effectiveness of various cleaning methods. The authors noted that infiltration capacity of porous asphalt or pervious concrete is generally orders of magnitude higher than design rainfall intensities. Unless installed on steep slopes, which is not recommended, runoff from porous pavement is rarely seen. Ponding has been observed at locations of over-compaction and/or poor mix control. A variety of cleaning methods were tested (vacuum sweeper, pressure wash, soap, etc.). Some showed an apparent improvement (less ponding), but none showed a statistically significant increase in infiltration rates. To regenerate clogged areas, authors recommend pressure washing and regenerative air sweeping.","Ballestero, Thomas P.; Roseen, Robert M.; Briggs, Joshua; Puls, Tim","Reduction in Infiltration Capacity of Porous Asphalt and a Survey of Cleaning Methods and Their Effectiveness",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q23\",\"back\")","v":"back"}]
[{"$f":"B13&C13","v":"BC66"},"BC",66,12,"This presentation summarized recent literature relevant to infiltration of highway runoff and its potential impacts on groundwater. It cited event mean concentration for total suspended solids (TSS), total petroleum hydrocarbons (TPH), zinc, and nutrients for a wide range of BMPs. If appropriately sited, infiltration and filtration mechanisms can be top performers. Designs need to consider groundwater resources and users.","Ballestero, Thomas P.; Roseen, Robert M.; Houle, James P.; Watts, Alison W.","Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q26\",\"back\")","v":"back"}]
["bmp53","bmp",53,13,"This paper described a BMP performance evaluation method that used an arbitrary influent concentration to facilitate comparison of BMPs in different watersheds. The proposed method used linear regression to compute the expected effluent concentration from a BMP. The results indicated that for media filters, the concentration of sediment and other particle-associated pollutants in treated runoff was relatively constant and generally unrelated to influent quality. Similar results were found for wet basins with large permanent pool volumes. This method can provide a more objective comparison of BMP performance and aid in BMP selection.","Barrett, Michael E.","Performance Comparison of Structural Stormwater Best Management Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q28\",\"back\")","v":"back"}]
["CB9","CB",9,14,"This study evaluated five Austin-style sand filters constructed by the California Department of Transportation (CALTRANS) as retrofit projects for maintenance yards and park-and-ride facilities in the Los Angeles and San Diego metropolitan areas for water quality improvement, construction costs, and maintenance requirements. The study was conducted using built-in stormwater monitoring equipment for collection of flow weighted composite samples, and detailed records of the cost and maintenance for each filter. Results showed that for sediment and almost all particle-associated constituents, effluent concentration was independent of influent concentration. The concentrations of sediment and particle-associated constituents in the treated runoff were consistently low, and significant removal of dissolved constituents also was observed at higher influent concentrations. Sand filters have a reputation as a high-maintenance technology; however, this study found that routine maintenance, including periodic removal of the top layer of sand, could be accomplished in less than 30 hours/year for sites that treated runoff from fairly small watersheds. The main impediment to widespread implementation is the initial construction cost; however, modifications of the filter configuration and media may reduce these costs and increase effectiveness.","Barrett, Michael E.","Performance, Cost, and Maintenance Requirements of Austin Sand Filters",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q29\",\"back\")","v":"back"}]
[{"$f":"B16&C16","v":"BC70"},"BC",70,15,"This project documented the impact of a porous asphalt overlay on the quality of highway stormwater runoff. A porous asphalt overlay is a layer approximately 50 mm thick that is often applied on top of conventional asphalt highways to enhance safety and reduce noise. The quality of stormwater runoff from a four-lane divided highway in the Austin, Texas, area was monitored before and after the installation of the porous asphalt overlay. Observed concentrations of total suspended solids and pollutants associated with particulate material were much lower in the\nrunoff from the porous asphalt overlay than that derived from the conventional asphalt surface. Concentration reductions were observed for total suspended solids (92%), total lead (91%), total copper (47%), and total zinc (75%). Concentrations of dissolved constituents were not significantly different between the two pavement types. Observed concentrations of polycyclic aromatic hydrocarbons (PAHs) were below the detection limit for both pavement types.","Barrett, Michael E.; Shaw, Christopher B.","Stormwater Quality Benefits of a Porous Asphalt Overlay",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q30\",\"back\")","v":"back"}]
[{"$f":"B17&C17","v":"BC90"},"BC",90,16,"This study evaluated the effectiveness of rain gardens, a municipal phosphorus-free fertilizer ordinance on phosphorus loss from lawns to surface waters, a stormwater treatment train on golf course runoff quantity and quality, and a three-cell nutrient detention basin. Six small residential sub-watersheds were monitored from 2001 to 2006 to characterize residential runoff and track changes in phosphorus concentration and export associated with the use of phosphorus-free fertilizer. The data collected from the paired-watershed study indicated implementation of a phosphorus lawn fertilizer restriction reduced phosphorus export by 12% to 15%. The reduction was mainly attributable to reductions in soluble phosphorus.","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica","Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q33\",\"back\")","v":"back"}]
[{"$f":"B18&C18","v":"BC75"},"BC",75,17,"This report analyzed the pollutant removal and cost benefit of a high-efficiency street sweeping program using regenerative air sweepers. These sweepers are effective at removing very small particles and the associated pollutants generated by the citywide transportation network, which contributes over 50% of the pollutant load to Seattle’s receiving waters. Three options were compared and each was evaluated with regard to the level of effort, level of impact, cost-effectiveness, and benefits of a program scaled to meet various funding assumptions. The study found that street sweeping can be a cost-effective BMP for reducing the pollutant load from streets. ","Basketfield, Shelly; Frodge, Jonathan; Takahashi, Emiko; Williamson, Scott","Street Sweeping for Water Quality: Business Case No. 1",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q34\",\"back\")","v":"back"}]
["bmp51","bmp",51,18,"This paper discussed the use of sustainable urban drainage systems (SUDS) in series to form treatment trains and compared their potential performance and effectiveness with end-of-pipe solutions. A model was developed to determine whole-life-costs, land take, water quality, and water quantity for different SUDS combinations. The results presented show that the use of a treatment train allows approaches differing from the traditional use of single SUDS, either source or \"end-of-pipe,\" to be proposed to treat and attenuate runoff. ","Bastien, Nicolas; Arthur, Scott; Wallis, Stephen; Scholz, Miklas","Optimising Regional Sustainable Drainage Systems Pond Performance Using Treatment Trains",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q35\",\"back\")","v":"back"}]
["WET13","WET",13,19,"No abstract","Bautista, Mark F.; Geiger, N. Stan","Wetlands for Stormwater Treatment",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q36\",\"back\")","v":"back"}]
["2CB17","2CB",17,20,"This report described several cases of municipalities installing catch basin inserts (CBIs) or filters to remove trash and other contaminants from stormwater runoff (sediment, metals, phosphorus, nitrogen, volatile organics, hydrocarbons, debris, grease, and oils). The report discussed examples from Florida, Colorado, Washington, Connecticut, California, and Oregon. The report concluded that these examples show that the use of CBIs is increasing countrywide, which implies that they are effective as a BMP.","Baxter, Roberta","Inlet Protection",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q37\",\"back\")","v":"back"}]
[{"$f":"B22&C22","v":"permpave3"},"permpave",3,21,"Four permeable pavement applications in North Carolina’s Coastal Plain were constructed and monitored to determine their effectiveness of reducing runoff quantity and improving water quality. Measured runoff depth from rainfall events over 50mm were used to determine permeable pavement equivalent curve numbers which ranges from 45 to 85. Analysis of water quality samples from the second site determined that concentrations of total Kjeldahl nitrogen, ammonia, total phosphorus, and zinc were significantly (p<=0.05) lower in permeable pavement exfiltrate than asphalt runoff.","Bean, Eban Zachary; Hunt, William Frederick; Bidelspach, David Alan","Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q38\",\"back\")","v":"back"}]
[{"$f":"B23&C23","v":"permpave5"},"permpave",5,22,"The surface infiltration rates of 40 permeable pavement sites were tested in North Carolina, Maryland, Virginia, and Delaware. Two surface infiltration tests (pre- and post-maintenance) were performed and maintenance (removing the top layer of residual material) significantly (p<0.007) improved the surface infiltration rate. This study showed that: (1) the location (proximity to disturbed landscapes) of permeable pavements and (2) maintenance of permeable pavements were critical to maintaining high surface infiltration rates. ","Bean, Eban Zachary; Hunt, William Frederick; Bidelspach, David Alan","Field Survey of Permeable Pavement Surface Infiltration Rates",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q39\",\"back\")","v":"back"}]
["JAWRA13","JAWRA",13,23,"A paired watershed study was conducted to evaluate stormwater quantity and quality from a low-impact development (LID) and a traditional residential development. The traditional neighborhood was built using typical subdivision standards while the LID incorporated grass swales, cluster housing, shared driveways, rain gardens, and a narrower pervious concrete paver road. The traditional residential development had dramatically increased runoff and increased mass exports of nitrate, ammonia (NH3), total Kjeldahl nitrogen (TKN), total phosphorus (TP), total suspended solids (TSS), copper (Cu), and zinc (Zn). In contrast, storm flow and peak flow from the LID residential development decreased compared with predevelopment conditions and TKN and NH3 mass exports significantly decreased. Concentrations and exports of lead (Pb) and Zn were significantly reduced in stormwater from the LID. Fecal coliform bacteria in runoff from the LID watershed decreased significantly from the calibration to post-construction period, while bacteria levels from the traditional development did not change. Surprisingly, TSS and TP concentrations and exports from the LID increased during post-construction.","Bedan, Erik S.; Clausen, John C.","Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q40\",\"back\")","v":"back"}]
["bmp60","bmp",60,24,"This study evaluated the performance of two commonly used sediment treatment control products: a fiber roll or wattle (i.e., three-dimensional filter) and a perforated pipe wrapped by a pervious geosynthetic material (i.e., boundary filter). Both products reduced total sediment export by 96%. However, the slope interrupter BMPs depended on installation practices to keep runoff from undercutting the rolls. The geo roll, which has an attachment apron buried along the upslope seam, had slightly less variability relative to the fiber roll in this study. The results indicated that the experimental procedures and measurements utilized are appropriate for quantifying the erosion control performance of the products tested. In particular, the measurements revealed the important role of installation quality on BMP performance. Results also indicated that the magnitudes of peak discharge and total runoff from compacted, bare soils on steep slopes can approach values typical of highly impervious surfaces.","Beighley, R Edward; Valdes, Julio R.  ","Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q41\",\"back\")","v":"back"}]
["construc40","construc",40,25,"This study investigated runoff characteristics (total runoff, peak flow rate, curve number, and rational method runoff coefficient) from bare compacted soil conditions with and without erosion control BMPs, with an emphasis on compost erosion control blankets (CECBs), at three different slopes (2H:1V, 3H:1V, and 4H:1V). The results showed that slope impacts on runoff are minimal but that as CECB thickness increases runoff is reduced due to the added storage within the blanket. ","Beighley, R. Edward; Scholl, Bryan; Faucette, L. Britt; Governo, Jason","Runoff Characteristics for Construction Site Erosion Control Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q42\",\"back\")","v":"back"}]
["biofilt1","biofilt",1,26,"This study examined the ability of activated soil filters (biofilters) to eliminate diverse xenobiotics (organic micro-pollutants) such as organophosphate flame retardants, plasticisers, musk fragrances, DEHP, benzothiazoles, and triclosan from water. The study was conducted using controlled laboratory experiments to treat combined sewer overflow, stormwater, and a post-treatment of wastewater using a technical scale biofilter spiked with activated sludge to enhance biomass and biodegradation potential. Results showed elimination rates varying from 64% to 99%, with only one compound reaching as little as 17%. In addition, the operating times for such systems were estimated to be about 100 years for a stack height of 2m a year in regard to most compounds in this study.","Bester, Kai1,\nSchäfer, Daniel\n","Activated soil filters (bio filters) for the elimination of xenobiotics (micro-pollutants) from storm- and waste waters",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q43\",\"back\")","v":"back"}]
[{"$f":"B28&C28","v":"MM18"},"MM",18,27,"This project was conducted to develop evaluation tools that are applicable to a range of commercial and residential source control programs with varying target pollutants, environmental conditions, and available program resources. It discussed a range of effectiveness measurement tools including surveys, workshops, pilot studies, environmental monitoring, tracking sales, inspections, and modeling.","Betsy Elzufon","Tools to Measure Source Control Program Effectiveness",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q44\",\"back\")","v":"back"}]
["construc13","construc",13,28,"This study investigated the effectiveness of three types of biodegradable erosion control blankets (fine compost, mulch, and 50:50 mixture of compost and mulch), for soil erosion control. All three types of blankets provided very effective erosion control. The field experiments indicated that the 50:50 mixture of compost and mulch provided better erosion control measures than either the compost or the mulch blanket alone. Laboratory results indicated that both the mulch cover and the 50:50 mixture of mulch and compost cover provided better erosion control than the compost alone. ","Bhattarai, Rabin; Kalita, Prasanta K.; Yatsu, Shotaro; Howard, Heidi R.; Svendsen, Niels G.","Evaluation of compost blankets for erosion control from disturbed lands",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q45\",\"back\")","v":"back"}]
[{"$f":"B30&C30","v":"MM19"},"MM",19,29,"This report presented the results of the first 2 years of a 4-year study to assess pollutant removal by constructed wetlands in the Chesapeake Bay area. Preliminary results showed some nutrient removal.","Black and Veatch\nVirginia Tech, Department of Civil Engineering","Draft Report on Preliminary Findings: The Use of Constructed Wetlands and Riparian Buffer Zones for Stormwater Management",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q46\",\"back\")","v":"back"}]
["biofilt16","biofilt",16,30,"This report studied whether low temperatures impacted heavy metal removal by stormwater biofilters. The laboratory study was conducted with biofilter mesocosms at 2°, 8°, and 20°C. As recommended for cold-climate bioretention, coarse filter media were implemented and in the top 100 mm layer topsoil was added to increase the sorption capacity. Temperature did not affect cadmium (Cd), lead (Pb), and zinc (Zn) removals in general, but copper (Cu) removals increased with decreasing temperatures. However, even in the worst case (i.e., at 20°C), Cu was removed effectively from the stormwater. Further research needs were identified including the effects of road salts on stormwater biofiltration during the winter period. ","Blecken, Godecke-Tobias; Marsalek, Jiri; Viklander, Maria","Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q47\",\"back\")","v":"back"}]
["biofilt17","biofilt",17,31,"This report studied whether low temperatures impacted nutrient removal by stormwater biofilters. The laboratory study was conducted with biofilter columns in thermostat-controlled climate rooms (at 2°, 7°, and 20°C). Phosphorus and suspended solids removal were significantly correlated and typically >90% and >95%, respectively, at all temperatures. Unfortunately, nitrogen removal was poor and leaching was shown to increase with temperature. Thus, temperature effects should be considered when nitrogen removal is targeted and the biofilter might be exposed to cold temperatures. \n","Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Hedstrom, Annelie; Viklander, Maria","Laboratory Study on Stormwater Biofiltration: Nutrient and Sediment Removal in Cold Temperatures",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q48\",\"back\")","v":"back"}]
["biofilt14","biofilt",14,32,"This report studied whether adding a submerged (anoxic) zone (SZ) and a cellulose-based carbon source increased heavy metal removal from urban stormwater. The laboratory study was conducted using biofilter mesocosms with different levels of submerged zones and with or without added carbon sources. The results showed that adding a submerged zone and carbon source significantly improved the removal of copper (Cu). Zinc (Zn) and lead (Pb) removal was enhanced slightly by the presence of an SZ, but this improvement is of less practical importance because Zn and Pb removal is already very high (>95%) in standard biofilters. The best metal treatment was achieved with 450 and 600mm SZ. The authors recommend incorporation of SZ with carbon in stormwater biofilters.","Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Viklander, Maria","Impact of a Submerged Zone and a Carbon Source on Heavy Metal Removal in Stormwater Biofilters",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q49\",\"back\")","v":"back"}]
["biofilt15","biofilt",15,33,"This report studied whether intermittent wetting and drying conditions impacted heavy metal removal by stormwater biofilters, and whether including a submerged zone improved the outcome. The laboratory study was conducted with vegetated biofilter mesocosms, partly fitted with a submerged zone at the bottom of the filter combined with a carbon source. The biofilters were dosed with stormwater according to three different dry/wet schemes. Results showed that, for the biofilters that received regular stormwater input, metal removal exceeded 95%. However, after a drying period exceeding 3–4 weeks the filters performed significantly worse, although metal removal still remained relatively high. Introducing a submerged zone into the filter improved the performance significantly after extended dry periods. In particular, copper removal in filters equipped with a submerged zone was increased by around 12% (α = 0.05) both during wet and dry periods and for lead the negative effect of drying could completely be eliminated, with consistently low outflow concentrations even after long drying periods.","Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Viklander, Maria","Influence of Intermittent Wetting and Drying Conditions on Heavy Metal Removal by Stormwater Biofilters",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q50\",\"back\")","v":"back"}]
["biofilt29","biofilt",29,34,"This report studied whether low temperatures impacted nutrient removal by stormwater biofilters. The laboratory study was conducted with biofilter columns in cold temperatures (+2°, +8°, and control at +20°C). Results showed that particle-bound pollutants as total suspended solids and a high fraction of phosphorus were reduced well without being negatively influenced by cold temperatures. Nitrogen, however, was not reduced; especially NOx was produced in the columns. This behavior can be explained with both insufficient denitrification and high leaching from the columns.","Blecker, G. T.; Zinger, Y.; Muthanna, T. M.; Deletic, A.; Fletcher, T. D.; Vicklander, M.","The Influence of Temperature on Nutrient Treatment Efficiency in Stormwater Biofilter Systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q51\",\"back\")","v":"back"}]
["BR36","BR",36,35,"The aim of the study was to provide guidance on the optimal design of a biofilter for reliable treatment performance. A variety of factors were tested, using 125 large columns: plant species, filter media, filter depth, filter area, and pollutant inflow concentration. The results demonstrated that vegetation selection is critical to performance for nitrogen removal. Phosphorus removal was consistently very high (typically around 85%), but biofilter soil media with added organic matter reduced the phosphorus treatment effectiveness. Biofilters built according to observed “optimal specifications” can reliably remove both nutrients (up to 70% for nitrogen and 85% for phosphorus) and suspended solids (consistently over 95%). ","Bratieres, K.\nFletcher, T.D.\nDeletic, A.\nZinger, Y.","Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q52\",\"back\")","v":"back"}]
[{"$f":"B37&C37","v":"permpave8"},"permpave",8,36,"This study examined the long-term effectiveness of permeable pavement as an alternative to traditional impervious asphalt pavement in a parking area. Four commercially available permeable pavement systems were evaluated after 6 years of daily usage. Virtually all rainwater infiltrated with almost no surface runoff. The infiltrated water had significantly lower levels of copper and zinc than the direct surface runoff from the asphalt area. Motor oil was detected in 89% of samples from the asphalt runoff but not in any water sample infiltrated through the permeable pavement. Neither lead nor diesel fuel were detected in any sample.","Brattebo, Benjamin O.; Booth, Derek B","Long-term stormwater quantity and quality performance of permeable pavement systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q53\",\"back\")","v":"back"}]
[{"$f":"B38&C38","v":"BC84"},"BC",84,37,"This study assessed the stormwater management capability of porous asphalt as a parking lot. The site was constructed in 2004 and consists of a 4-inch porous asphalt pavement course overlying a porous media reservoir, including a fine-grained filter course. The cost per porous asphalt parking space ($2,200) was comparable to that for dense-mix asphalt ($2,000). Pavement durability has been adequate. The porous asphalt lot retained or infiltrated 25% of precipitation (over 18 months) and 0.03 lb/sf of chloride (over 1 year). Frost penetration occurred to 1 foot. Storm event hydraulic performance was exceptional. Storm event water quality treatment for diesel, zinc, and total suspended solids (TSS) were excellent; for chloride and nitrate it was negative, and for phosphorus, limited.","Briggs, Joshua F.","Performance Assessment of Porous Asphalt for Stormwater Treatment",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q54\",\"back\")","v":"back"}]
["construc19","construc",19,38,"This laboratory study was performed to evaluate potential Escherichia coli (E. coli) removal and clogging of a Dune Infiltration Systems (DIS) installed at stormwater outfalls near a public beach. Sand columns were loaded over a 60-day period with either bacteria-free stormwater or stormwater spiked with E. coli. The seepage rate for the bacteria-spiked stormwater treatment was significantly lower (p<0.05) than the seepage rate of the bacteria-free treatment, particularly toward the end of the study. Conversely, reductions in effluent E. coli concentrations were higher at the lower seepage rates. The authors concluded that the sand filter system should be designed and maintained to achieve the optimum balance between infiltration and bacteria removal rates. ","Bright, T. M.; Hathaway, J. M.; Hut, W. F.; de los Reyes, F. L.; Burchell, M. R.","Impact of Storm-Water Runoff on Clogging and Fecal Bacteria Reduction in Sand Columns",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q55\",\"back\")","v":"back"}]
["BR25","BR",25,39,"Two sets of loamy-sand-filled bioretention cells of two media depths (0.6 m and 0.9 m), located in Nashville, North Carolina, were monitored from March 2008 to March 2009 to examine the impact of media depth on their performance with respect to hydrology and water quality. Estimated annual pollutant load reduction for total nitrogen, total phosphorus, and total suspended solids were 21%, 10%, and 71% for the 0.6 m media cells and 19%, 44%, and 82% for the 0.9 m media cells, respectively. Volume reduction was the main reason for nutrient load reductions. Overall, nitrogen reduction was poor owing to suspected export of nitrate from the fertilizer use, and phosphorus removal was hampered because of irreducible concentrations in the inflow. Pollutant reduction was limited because the cells were undersized as a result of construction and design errors. ","Brown, Robert A.\nHunt III, William F.","Impacts of Media Depth on Effluent Water Quality and Hydrologic Performance of Undersized Bioretention Cells",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q56\",\"back\")","v":"back"}]
["BR24","BR",24,40,"This study evaluated the hydraulic effects of two excavation techniques commonly used to install bioretention facilities: the conventional “scoop” method and the “rake” method. The latter uses the teeth of an excavator’s bucket to scarify the underlying soil surface. Field tests using both methods were conducted on three soil types (sand, loamy sand, and clay) under a variety of antecedent soil-moisture conditions. In all cases, the rake method of excavation tended to yield more permeable, less compacted soils than the scoop method. ","Brown, Robert A.\nHunt, William F.","Impacts of Construction Activity on Bioretention Performance",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q57\",\"back\")","v":"back"}]
[{"$f":"B42&C42","v":"MM4"},"MM",4,41,"Iron-infused resin was evaluated for the removal of dissolved phosphorous (P) from stormwater through isotherm sorption studies and using both a horizontal flow column and a StormFilter cartridge. The test suggested ~19% removal of dissolved P with only 30 seconds of contact time. ","Bryan O. Wigginton, James H. Lenhart","Using Iron-Infused Media and Stormfilter Technology for the Removal of Dissolved Phosphorous from Stormwater Discharges",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q58\",\"back\")","v":"back"}]
["WST21","WST",21,42,"Construction details were given of an experimental permeable pavement. Sub-base drain effluents have been monitored for discharge volume, flow rate, and water quality parameters on the four sections. Preliminary results were presented which indicate that useful volume and flow rate reductions may be obtained via permeable pavements, and that water quality may be enhanced by sedimentation and other treatment processes occurring within the pavement. ","C. J. Pratt; J. D. G. Mantle; P. A. Schofield","Urban Stormwater Reduction and Quality Improvement through the Use of Permeable Pavements",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q59\",\"back\")","v":"back"}]
["sweep5","sweep",5,43,"The paper analyzed the results of street sediments monitoring carried out during dry weather in order to quantify the impact of mechanical street cleaning and rainfall events on the quantity and heavy metals load of street sediments. The results obtained confirmed that street sweeping is generally scarcely effective as a practice for urban storm runoff quality control and that runoff is, on the contrary, quite effective in street sediments removal especially for smaller particles. Moreover, chemical analyses indicate that, although the concentration of heavy metals is higher in sediments particles having a diameter lower than 0.075 mm, the greatest part of the pollutants load is associated with larger particles. ","Calabrò, P. S.\n","Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q60\",\"back\")","v":"back"}]
["2CB13","2CB",13,44,"This study discussed multiple BMPs that a metal recycling facility tried in order to meet its Oregon 1200Z General Stormwater Discharge Permit benchmarks for metals. The facility tried source controls, catch basin inserts, frequent sweeping, and berming, but all proved to be ineffective. Finally, the facility installed two manufactured devices (catch basin StormFilter™ systems from Stormwater Management Inc.) to remove solids and dissolved metals from runoff.","CALBAG Metals Co.","Filter Removes Metals from Stormwater",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q65\",\"back\")","v":"back"}]
[{"$f":"B46&C46","v":"BC24"},"BC",24,45,"This paper introduced and discussed key concepts and provided a standardized terminology related to the development of a comprehensive framework for assessing the effectiveness of stormwater management programs. It briefly defined and categorized potential outcomes, measures, and methods to be used in conducting assessments, and provided examples of how several programs were already utilizing these tools to assess their effectiveness. It also discussed the current needs of stormwater program managers with respect to program assessment. ","California Stormwater Quality Association","An Introduction to Stormwater Program Effectiveness Assessment",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q66\",\"back\")","v":"back"}]
["BR29","BR",29,46,"This article described three investigations undertaken to determine the influence of planting soil mix characteristics on the hydrologic and water quality performance of bioretention cells. The first was to identify the bioretention cell design characteristics and methodologies used by different agencies. The second was a laboratory investigation of the soil characteristics that influence performance including field capacity, saturated hydraulic conductivity, soil moisture content, organic content, dry bulk density, porosity, and sediment grain size distribution. The third was to quantify the effectiveness of bioretention cells as a stormwater BMP by designing, constructing, and monitoring two full-scale bioretention cells. The study found that variation in specified planting soil mix and construction impacted performance. Nutrient removal was primarily based on volume reduction and not concentration and both cells exhibited the potential for leaching of nutrients. However, the cells exhibited mass-based pollutant removal efficiencies for total nitrogen (TN), total phosphorus (TP), and total suspended solids (TSS) with the 20/50/30 cell performing better for nutrient removal. The 20/50/30 cell removed 97.2% of TP, 90.8% of TN, and 79.3% of TSS based on mass. The 80/20 cell removed 76.9% of TP, 19.9% of TN, and 97.9% of TSS, but the TN removal rate was highly variable and ranged from 21.5% excess leaching of nitrogen to 86.9% once plants were firmly established.","Carpenter, Donald D.\nHallam, Laura","Influence of Planting Soil Mix Characteristics on Bioretention Cell Design and Performance",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q67\",\"back\")","v":"back"}]
["bmp21","bmp",21,47,"This paper investigated the influence of roof surface type on stormwater runoff and specifically considers the benefits of a vegetated roof, or green roof, as a stormwater BMP. Overall, the green roof retained 68.25% of rainfall volume and reduced peak discharge by an average of 88.86%. Water-quality results were inconclusive, but did provide some indication that green roof systems could reduce nutrient loadings.","Carpenter, Donald D.; Kaluvakolanu, Preethi","Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q68\",\"back\")","v":"back"}]
["LID12","LID",12,48,"This paper investigated the influence of roof surface type on stormwater runoff and specifically considered the benefits of a vegetated roof, or green roof, as a stormwater BMP. Overall, the green roof retained 68.25% of rainfall volume and reduced peak discharge by an average of 88.86%. Water-quality results were inconclusive, but did provide some indication that green roof systems could reduce nutrient loadings. ","Carpenter, Donald; Kaluvakolanu, Preethi\n","Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q69\",\"back\")","v":"back"}]
[{"$f":"B50&C50","v":"BC22"},"BC",22,49,"Performance data for Green Infrastructure BMPs under localized weather, soil, slope, and anticipated use conditions is one factor needed for widespread application of these approaches. CNT is working with the U.S. EPA, Illinois EPA, and the City of Chicago and its outlying communities in research projects to assess the performance and applicability of Green Infrastructure BMPs to local conditions. Results to date from sites across the country indicated that Green Infrastructure BMPs are consistently effective in reducing volumes of runoff, peak flows, and pollutant loads at a reduced cost.","Center for Neighborhood Technology","Green Infrastructure Performance\nResults of Monitoring BMPs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q70\",\"back\")","v":"back"}]
["BC15","BC",15,50,"The National Pollutant Removal Performance Database, version 2 (Winer, 2000) consisted of 139 individual BMP performance studies published through 2000. An update of the database was conducted to include 27 additional studies published through 2006. The source information for these additional studies was listed in the References section of this document. The updated database was statistically analyzed to derive the median and quartile removal values for each major group of stormwater BMPs.","Center for Watershed Protection","National Pollutant Removal Performance Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q77\",\"back\")","v":"back"}]
["BC27","BC",27,51,"The National Pollutant Removal Performance Database, version 2 (Winer, 2000) consisted of 139 individual BMP performance studies published through 2000. An update of the database was conducted to include 27 additional studies published through 2006. The updated database was statistically analyzed to derive the median and quartile removal values for each major group of stormwater BMPs.","Center for Watershed Protection","National Pollutant Removal Performance Database Version 3",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q83\",\"back\")","v":"back"}]
["BC62","BC",62,52,"The memorandum described the “Runoff Reduction Method” developed by the Center for Watershed Protection. The method integrated site design, stormwater management planning, and BMP selection. Appendix B summarized recent findings on runoff reduction levels for a wide range of BMPs (e.g., compost amendment to lawns). Appendix C summarizes recent findings on pollutant load reductions for LID (e.g., porous pavement, green roofs) and traditional BMPs (e.g., swales and infiltration).","Center for Watershed Protection","Runoff Reduction Method Technical Memo",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q91\",\"back\")","v":"back"}]
["MM13","MM",13,53,"This guidebook provided stormwater managers with an understanding of common stormwater pond and wetland maintenance problems and possible solutions. Proper maintenance is key to the long-term performance of ponds and wetlands. The document provided guidance for inspectors, designers, owners, and program managers regarding the proper design, inspection, and maintenance of stormwater ponds and wetlands.","Center for Watershed Protection","Stormwater Pond and Wetland Maintenance Guidebook",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q93\",\"back\")","v":"back"}]
["BC46","BC",46,54,"This technical memorandum provided a background history of street sweeping, a conceptual model to define pollutant removal rates, a characterization of street dirt, a characterization of storm drain inlet behavior, a summary of street sweeper performance, a summary of storm drain cleanout performance, an interim pollutant removal efficiencies report, and an illustration of how to apply this project's monitoring effort. ","Center for Watershed Protection","Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q95\",\"back\")","v":"back"}]
["BC48","BC",48,55,"The technical memorandum summarized data generated from a survey of municipal street sweeping and storm drain cleanout practices in Phase I National Pollutant Discharge Elimination System (NPDES) and select Phase II municipal separate storm sewer system (MS4) permit holders within the Chesapeake Bay watershed. The purpose of the survey was to determine the extent of these practices within the watershed, and to provide supporting material to further define the interim pollutant removal efficiencies for street sweeping and storm drain cleanout practices in the Chesapeake Bay presented in Technical Memorandum 1.","Center for Watershed Protection","Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q97\",\"back\")","v":"back"}]
["BC80","BC",80,56,"This memo used extensive background research on BMP performance to determine the ability for the BMP to reduce the overall volume of runoff in addition to pollutant removal. The method also incorporates built-in incentives for environmental site design, such as preserving forests and reducing soil disturbance and impervious cover.","Center for Watershed Protection; Chesapeake Stormwater Network","Runoff Reduction Method Technical Memo, Appendix B, C, and F",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q98\",\"back\")","v":"back"}]
[{"$f":"B58&C58","v":"PSC4"},"PSC",4,57,"This work modeled micromanagement and source control, including widely distributed infiltration and detention/ retention runoff retarding measures, in the Wudu watershed above Shijr, an area subject to frequent flooding. The model developed optimized the spatial distribution of the runoff retarding measures. The runoff retarding facilities simulated in the upper and middle parts of the watershed were most effective in reducing the flood peak.","Chao-Hsien Liaw\nYao-Lung Tsai\nMow-Soung Cheng","Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q100\",\"back\")","v":"back"}]
["bmp56","bmp",56,58,"This study assessed the performance and developed a simple approach for estimating infiltration capacity of two infiltration gutters by using onsite tests. Permeable-brick and redbrick infiltration gutters were constructed on site. On the whole, permeable-brick gutter has an advantage over redbrick gutter in stormwater infiltration. Based on these results, the permeability for different water depths and widths of these two gutters can be obtained.","Chao-Hsien Liaw; Yao-Lung Tsai; Wei-Mun Huang; Chun-Jen Huang; Jui-Ling Chen","Pilot On-Site Tests to Evaluate The Permeability of Infiltration Gutters",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q101\",\"back\")","v":"back"}]
["BR39","BR",39,59,"Event-based, flow-paced composite sampling was carried out at the inlet and outlet of a street-side bioretention facility in Seattle, Washington, to assess its ability to reduce street runoff quantity and pollutants. Over 2.5 years, 48 to 74% of the incoming runoff was lost to infiltration and evaporation. Outlet pollutant concentrations were significantly lower than those at the inlet for nearly all monitored constituents. In terms of mass, the system retained most of the incoming pollutants. Besides soluble reactive phosphorus (the mass of which possibly increased), dissolved copper was the least effectively retained; at least 58% of dissolved copper (and potentially as much as 79%) was captured by the system. Motor oil was removed most effectively, with 92 to 96% of the incoming motor oil not leaving the system. The results indicate that bioretention systems can achieve a high level of runoff retention and treatment in real-weather conditions. ","Chapman, Cameron\nHomer, Richard R.","Performance Assessment of a Street-Drainage Bioretention System",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q102\",\"back\")","v":"back"}]
["construc2","construc",2,60,"This study used 10 parallel pilot-scale wetland mesocosms, and tested the effects of drying and rewetting, hydraulic retention time (HRT), and high nitrogen loading on the efficiency of nutrient and total suspended solids (TSS) removal. Drying/rewetting and varying HRT influenced total phosphorus (TP) and TSS similarly, and TP removal was associated with TSS removal. Results can help make decisions regarding wetland construction, management, and operation more effective in order to reduce nutrient loads to the Truckee River.","Chavan, Prithviraj V.; Dennett, Keith E.; Marchand, Eric A.","Behavior of Pilot-Scale Constructed Wetland in Removing Nutrients and Sediments Under Varying Environmental Conditions",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q103\",\"back\")","v":"back"}]
["BR15","BR",15,61,"Eighteen bioretention columns and six existing bioretention facilities were evaluated employing synthetic runoff. The results showed excellent removal for oil/grease (O/G) (96%) and total suspended solids (TSS). Total lead removal ranged 66% to 98%. The removal efficiency of total phosphorus (TP) ranged widely (4%–99%), apparently due to preferential flow patterns. Nitrate and ammonium were moderate to poorly removed (1% to 43% and from 2% to 49%, respectively). The authors recommended two media design profiles that should provide 96% TSS, 96% O/G, 98% lead, 70% TP, 9% nitrate, and 20% ammonium removals.","Chi-hsu Hsieh\nDavis, Allen P.","Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q104\",\"back\")","v":"back"}]
["BR4","BR",4,62,"This study used columns to evaluate phosphorus removal by bioretention facilities. Bioretention media with a higher short-term phosphorus sorption capacity retained more phosphorus from infiltrating runoff after 3 mg/L phosphorus loading. A surface mulch layer prevented clogging. A high hydraulic conductivity media overlaying one with low hydraulic conductivity resulted in a higher infiltration rate, from 0.51 to 0.16 cm/min at a fixed 15 cm head, and was more efficient in phosphorus removal (85% mass removal) than a profile with low conductivity media over high (63% mass removal). The results suggested that over the long term, phosphorus reactions will regenerate active short-term phosphorus adsorption sites. Media extractions indicated that most of the retained phosphorus in the media layers is available for vegetative uptake.","Chi-hsu Hsieh\nDavis, Allen P.\nNeedelman, Brian A.","Bioretention Column Studies of Phosphorus Removal from Urban Stormwater Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q105\",\"back\")","v":"back"}]
["BR35","BR",35,63,"The fates of mineral nitrogen compounds in two bioretention columns (RP1 and RP2) with different media-layering characteristics were investigated under multiple loadings of simulated urban runoff. Both column systems demonstrated nitrate export (9 ± 32% and 54 ± 22% greater than input for RP1 and RP2, respectively), attributed to washout of nitrate resulting from nitrification processes between runoff loading events. Bioretention media with a less permeable bottom soil layer could form an anoxic/anaerobic zone for promoting nitrification/denitrification processes.","Chi-hsu Hsieh\nDavis, Allen P.\nNeedelman, Brian A.","Nitrogen Removal from Urban Stormwater Runoff Through Layered Bioretention Columns",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q106\",\"back\")","v":"back"}]
["biofilt23","biofilt",23,64,"This study investigated fates of various nitrogen species in a layered biological infiltration system (mulch layer, coarse soil layer [CSL], and fine soil layer) with intermittent wetting. The results showed that the infiltration rate drastically decreased when the uniformity coefficient of soil texture was larger than four. Stable ammonium adsorption was observed when the silt and clay content of CSL was greater than 3%. Nitrate leaching was caused by nitrification during dry days. The washout of nitrate increased as the silt/clay content of the CSL increased. A sandy CSL over a fine soil layer with a silt and clay content of 10% was the best configuration for the removal of ammonium and nitrate.","Cho, Kang Woo; Song, Kyung Guen; Cho, Jin Woo; Kim, Tae Gyun; Ahn, Kye Hong","Removal of Nitrogen by Layered Soil Infiltration System During Intermittent Storm Events",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q107\",\"back\")","v":"back"}]
[{"$f":"B66&C66","v":"MM12"},"MM",12,65,"This paper summarized performance data for a variety of ultra-urban stormwater BMP technologies (e.g., CDS, Vortechnics, Stormceptor, BaySaver, StormFilter, and Downstream Defender). ","Christopher C. Brueske","Technology Review: Ultra-Urban Stormwater Treatment Technologies",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q108\",\"back\")","v":"back"}]
["construc48","construc",48,66,"Urbonas (1999) modeled flow rate through a downflow sand filter as a function of the suspended solids loading on the media surface using a power equation. This study evaluated whether this equation could be used to categorize filter media for design purposes. These tests showed that these media could not be grouped by flow rate behavior. These tests also indicated that substantial media depths may need to be removed and replaced to restore infiltration rates.","Clark, Shirley; Pitt, Robert","Solids Removal in Storm-Water Filters Modeled Using a Power Equation",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q109\",\"back\")","v":"back"}]
["compost4","compost",4,67,"This note presented the results of experiments conducted to determine if four stormwater filter media (sand, activated carbon, peat moss, and compost) could retain previously trapped pollutants when anaerobic conditions develop during inter-event periods. The results indicated that permanent retention of heavy metals may occur even in an anaerobic environment (for the media and metals investigated). However, retention of some nutrients may not occur under these conditions, particularly for the organic media. ","Clark, Shirley; Pitt, Robert","Storm-Water Filter Media Pollutant Retention under Aerobic versus Anaerobic Conditions",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q110\",\"back\")","v":"back"}]
[{"$f":"B69&C69","v":"LID26"},"LID",26,68,"During 2008–09, the International Stormwater BMP Database project expanded to better integrate low-impact development (LID) strategies into the database and develop a set of metrics that can be used to characterize BMP performance with regard to surface runoff volume reduction. This paper provided a condensed overview and progress report on the LID BMP database effort, including the following topics: (1) monitoring guidance for LID at the overall site development level, (2) an overview of recent changes to the International Stormwater BMP Database to better accommodate LID studies, (3) a summary of LID studies currently included in the database, and (4) a proposed approach for evaluating performance of LID studies with regard to reducing surface runoff volumes. ","Clary, Jane; Quigley, Marcus; Poresky, Aaron; Earles, Andrew; Strecker, Eric; Leisenring, Marc; Jones, Jonathan","Integration of Low-Impact Development into the International Stormwater BMP Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q111\",\"back\")","v":"back"}]
["BS6","BS",6,69,"This paper reviewed recent studies relevant to nitrogen (N) in urban stormwater. It described mechanisms and design enhancements for N uptake and denitrification through various stormwater control measures (SCMs). The paper included two components: (1) a survey of personnel directly involved in various aspects of U.S. state and territory National Pollutant Discharge Elimination System (NPDES) programs, and (2) review of current literature. Survey respondents indicated that the most common current strategies for stormwater management were wet ponds and dry ponds. The paper summarized N removal data from numerous current studies and concluded that bioretention, filters, and wetlands have greater potential to remove N from stormwater compared to dry ponds and wet ponds. ","Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.","Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q116\",\"back\")","v":"back"}]
[{"$f":"B71&C71","v":"permpave6"},"permpave",6,70,"A permeable pavement parking lot in eastern North Carolina consisting of four types of permeable pavement and standard asphalt was monitored from June 2006 to July 2007 for hydrologic differences in pavement surface runoff volumes, total outflow volumes, peak flow rates, and time to peak. The site was located in poorly drained soils, and all permeable sections were underlain by a crushed stone base layer with a perforated underdrain. Overall, different permeable pavement sections performed similarly, but were substantially different from asphalt. All permeable pavements significantly reduced surface runoff volumes and peak flow rates from those of asphalt (p<0.01).","Collins, Kelly A; Hunt, William F; Hathaway, Jon M. ","Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q117\",\"back\")","v":"back"}]
[{"$f":"B72&C72","v":"permpave14"},"permpave",14,71,"A 1-year-old parking lot in eastern North Carolina consisting of four types of side-by-side permeable pavement and standard asphalt was monitored for water quality differences among pavement types. The four permeable sections were pervious concrete, two different types of permeable interlocking concrete pavement with small-sized aggregate in the joints and having 12.9% and 8.5% open surface area, and concrete grid pavers (CGP) filled with sand. The site was located in poorly drained soils, and all permeable sections were underlain by a crushed stone base with a perforated pipe underdrain. Overall, different permeable pavement sections performed similarly to one another with respect to water quality, with the CGP cell appearing to best improve stormwater runoff nitrogen concentrations.","Collins, Kelly A; Hunt, William F; Hathaway, Jon M. ","Side-By-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q118\",\"back\")","v":"back"}]
[{"$f":"B73&C73","v":"MM2"},"MM",2,72,"This report documented a 1998 survey of 200 roadside ditches in King and Snohomish Counties to evaluate the water quality performance. The survey found that dense vegetative cover was the single most important factor for runoff treatment and erosion prevention. In Snohomish County, >50% of the ditches had >95% vegetation, while only 18% of the ditches in King County had >95% cover. Drought and standing water were the main causes for poor plant health. The report recommended a number of improvements to improve water quality performance, including over-excavating to replace poor growth media, sloping to avoid standing water, and plant mixes of grasses and other fine herbaceous plants that can tolerate wet and dry conditions.","Colwell, Shanti; Horner, Richard R.; Booth, Derek B.; Gilvydis, Dalius","A Survey of Ditches Along County Roads for Their Potential to Affect Storm Runoff Water Quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q119\",\"back\")","v":"back"}]
[{"$f":"B74&C74","v":"BC50"},"BC",50,73,"This report documented the National Research Council’s Water Science and Technology Board evaluation of the federal stormwater program. The report recommended that flow and related parameters like impervious cover should be considered for use as proxies for stormwater pollutant loading. These analogs have great potential as a stormwater management tool because they provide specific and measurable targets, while at the same time they focus regulators on water degradation resulting from the increased volume as well as increased pollutant loadings in stormwater runoff.  The report summarized performance data for a range of stormwater BMPs.  It recommends that nonstructural measures be considered first before structural practices. ","Committee on Reducing Stormwater Discharge Contributions to Water Pollution Water Science and Technology Board Division on Earth and Life Studies","Urban Stormwater Management in the United States",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q121\",\"back\")","v":"back"}]
["BR3","BR",3,74,"A column study was conducted to examine the performance of bioretention cells to treat a synthetic parking lot runoff that included nitrogen, phosphorus, heavy metal salts, and petroleum products. The growing media contained equal parts of sand, soil, and composted municipal wastewater treatment plant biosolids plus some woodchips. The study evaluated cells with five different plant species and one unplanted cell. Preliminary results indicated that switchgrass and daylilies performed best. Switchgrass enhanced infiltration and reduced discharge volume by 70%. The soil media used in the study raised issues as its high nutrient content caused excessive leaching of nitrogen and phosphorus. \n","Culbertson, Trisha L. \nHutchinson, Stacy L.","Assessing Bioretention Cell Function in a Midwest Continental Climate",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q122\",\"back\")","v":"back"}]
[{"$f":"B76&C76","v":"BC35"},"BC",35,75,"The purpose of this manual was to provide stormwater managers and site designers with a common understanding of low-impact development (LID) goals, objectives, specifications for individual practices, and flow reduction credits that are applicable to the Puget Sound region. In addition to the guidelines for specific practices, this manual provided research and data related to those practices to help managers and designers make informed decisions when adapting LID applications to their jurisdictions. ","Curtis Hinman","Low Impact Development Technical Guidance Manual for Puget Sound",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q123\",\"back\")","v":"back"}]
[{"$f":"B77&C77","v":"MM9"},"MM",9,76,"The study developed bioretention soil mix guidelines that meet performance objectives, include materials readily available in the Puget Sound region, include materials that aggregate and compost suppliers can provide with adequate quality control and consistency, and are affordable.","Curtis Hinman; Shannon and Wilson; David MacDonald","Bioretention Soil Mix Review and Recommendations for Western Washington",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q124\",\"back\")","v":"back"}]
["WST8","WST",8,77,"This report described the development of a methodology to theoretically assess the effectiveness of structural BMPs with regard to their treatment of selected stormwater pollutants. The result is a prioritization, in terms of pollutant removal efficiency, of 15 different BMPs, which can inform stormwater managers and other stakeholders of the best available options for the treatment of urban runoff pollutants of particular environmental concern. ","D. Michael Revitt; Lian Scholes; J. Bryan Ellis","A pollutant removal prediction tool for stormwater derived diffuse pollution",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q128\",\"back\")","v":"back"}]
[{"$f":"B79&C79","v":"publicedu1"},"publicedu",1,78,"The City of Toronto developed a Wet Weather Flow Management Master Plan incorporating a new philosophy in wet weather flow management, where rainwater is recognized as a resource. Wet weather flows are to be managed on a watershed basis, and a hierarchical approach to wet weather flow management is to be used, starting at its source, followed by conveyance and finally end-of-pipe control measures. The modeled receiving water response indicated that the objectives could be achieved only with a set of comprehensive measures consisting of source controls, conveyance controls, end-of-pipe controls, basement flooding protection, stream restoration, shoreline management, enhanced municipal operations, and an enhanced public education and community outreach program. Overall benefits expected through the Plan include swimmable waterfront beaches, control of combined sewer overflows in compliance with provincial requirements, basement flooding protection, protection of the City's infrastructure from stream erosion, restoration of degraded local streams and aquatic habitat, the reduction of algal growth along the waterfront, and improved stream water quality in area watercourses. ","D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl","Development of a Wet Weather Flow Management Master Plan for the City of Toronto",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q132\",\"back\")","v":"back"}]
[{"$f":"B80&C80","v":"MM14"},"MM",14,79,"This paper discussed the potential mobility of pollutants during infiltration of urban stormwater through soil. Residence times were related to soil depth and hydraulic loading rate. Residence times were calculated for a set of six pollutants at a hypothetical infiltration site in Milwaukee, Wisconsin.","David E. Armstrong; Reynaldo Llena","Stormwater Infiltration: Potential for Pollutant Removal",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q133\",\"back\")","v":"back"}]
["biofilt20","biofilt",20,80,"This study evaluated three existing integrated stormwater recycling systems, and the risks involved in non-potable reuse (irrigation) of treated urban stormwater. The recycling systems included multiple stormwater treatment features including biofiltration, storage tanks, UV disinfection, a constructed wetland, and retention ponds. The study included dry and wet weather monitoring of each system, as well as introducing surrogate microorganisms, to represent viral, bacterial, and protozoan pathogens, to the systems to evaluate their performance. ","Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.","Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q137\",\"back\")","v":"back"}]
["BR135","BR",135,81,"Laboratory and field studies were performed to develop pollutant removal performance information for a variety of bioretention media mixes and evaluate the effectiveness of existing bioretention facilities for removal of oil and grease (O/G), suspended solids (SS), lead (Pb), phosphorus (P), nitrate, and ammonium. All bioretention columns and onsite facilities demonstrated excellent removal for O/G and Pb. Total suspended solids (TSS) removal was good in columns, but leaching of media particles was noted in field facilities, mostly from new installations. Removal efficiency of TP ranged widely and appeared to be related to both the chemical properties of the media and the flow behavior of runoff through the media. Results from batch sorption tests and continuous and repetitive 6-hour bioretention columns showed that the medium with a higher P sorption capacity can retain more P from the infiltrating runoff. However, the sorption data alone is not adequate to predict the P retention through a bioretention column for a short-term experiment. All media employed in this study were ineffective in removing nitrate and ammonium efficiently unless specific media provisions were made to encourage nitrification and denitrification processes.","Davis, Allen P.","Engineered Bioretention for Treatment of Storm Water Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q138\",\"back\")","v":"back"}]
["BR16","BR",16,82,"Flows into and out of two bioretention facilities were monitored during 49 runoff events over a 2-year period to quantify the flow reduction benefits. 18% of the monitored events were small enough so that the bioretention media captured the entire inflow volume and no outflow was observed. Underdrain flow continued for many hours at very low flow rates. Mean peak reductions of 49% and 58% were noted for the two cells. Flow peaks were significantly delayed as well, usually by a factor of 2 or more.","Davis, Allen P.","Field Performance of Bioretention: Hydrology Impacts",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q139\",\"back\")","v":"back"}]
["BR17","BR",17,83,"This study evaluated two bioretention facilities with different designs that were installed on the University of Maryland campus. The facilities were monitored from summer 2003 through fall 2004 to quantify water quality improvements to parking lot stormwater runoff. One cell was a standard design and the other had an anoxic sump. Median values for effluent event mean concentrations and percent removals based on combined data sets (both cells) were total suspended solids (TSS), 17 mg/L and 47%; total phosphorus, 0.18 mg/L and 76%; copper, 0.004 mg/L and 57%; lead, 0.004 mg/L and 83%; zinc, 0.053 mg/L and 62%; and 0.02 mg-N/L and 83% removal of nitrate (based on limited data). Mass removals were higher than those based on concentrations due to flow attenuation. In all cases, the median pollutant output was lower than the input, indicating successful water-quality improvement through the bioretention media. Statistically insignificant differences were noted between the two cells for all pollutants examined.","Davis, Allen P.","Field Performance of Bioretention: Water Quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q140\",\"back\")","v":"back"}]
["BR7","BR",7,84,"This paper summarized recent research regarding the effectiveness of bioretention to reduce flow, suspended solids, nutrients, hydrocarbons, and heavy metals. It concluded that, while bioretention has been shown to have a beneficial impact on flood peaks, runoff volumes, pollutant loads, and groundwater infiltration, this technology is still immature and additional research is needed to provide quantitative design and performance information.","Davis, Allen P.\nHunt, William F.\nClar, Michael\nTraver, Robert G.","Bioretention Technology: Overview of Current Practice and Future Needs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q141\",\"back\")","v":"back"}]
["BR62","BR",62,85,"This paper analyzed the removal of nutrients from a synthetic stormwater runoff by bioretention. Results have indicated good removal of phosphorus (70% to 85%) and total Kjeldahl nitrogen (55% to 65%). Nitrate reduction was poor (<20%) and, in several cases, nitrate production was noted. Mass balances demonstrated the importance of water attenuation in the facility in reducing mass nutrient loads. Captured nitrogen can be converted to nitrate between storm events and subsequently washed from the system. Analysis on the fate of nutrients in bioretention suggested that accumulation of phosphorus and nitrogen may be controlled by carefully managing growing and harvesting of vegetation. ","Davis, Allen P.\nShokouhian, Mohammad\nSharma, Himanshu\nMinami, Christie","Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q142\",\"back\")","v":"back"}]
["BR63","BR",63,86,"Investigations using pilot-plant laboratory bioretention systems and two existing bioretention facilities documented their effectiveness at removing low levels of lead, copper, and zinc from synthetic stormwater runoff. Removal rates of these metals (based on concentration and total mass) were excellent, reaching close to 100% for all metals under most conditions, with effluent copper and lead levels mostly less than 5 µg/L and zinc less than 25 µg/L. The two field investigations generally supported the laboratory studies. Overall, excellent removal of dissolved heavy metals can be expected through bioretention infiltration. ","Davis, Allen P.\nShokouhian, Mohammad\nSharma, Himanshu\nMinami, Christie\nWinogradoff, Derek","Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q143\",\"back\")","v":"back"}]
[{"$f":"B88&C88","v":"BC28"},"BC",28,87,"This document described the Watershed Treatment Model (WTM), a simple tool for the rapid assessment of various watershed treatment options. This document was divided into three parts. Part I, The Basics, described the conceptual basis for the WTM. Part II, Applications, was divided into three sections, each focusing on a different type of urban pollutant including sediment, nutrients, and bacteria. Part III, The Details, provided technical justification and described specific methodologies and defaults used in the WTM.","Deb Caraco","The Watershed Treatment Model, Ver 3.1",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q144\",\"back\")","v":"back"}]
[{"$f":"B89&C89","v":"BC47"},"BC",47,88,"The Watershed Treatment Model (WTM) was a spreadsheet-based model that calculated annual pollutant loads and runoff volumes, and accounted for the benefits of a full suite of stormwater treatment practices and programs. This document provided an introduction to the WTM, as well as tips and instructions for using it. Full model documentation will be provided in a separate document.","Deb Caraco, P.E., Center for Watershed Protection, Inc.","Watershed Treatment Model (WTM) 2010 User’s Guide - Draft",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q145\",\"back\")","v":"back"}]
["vf5","vf",5,89,"This paper focused on field performance of grass filters in removal of total suspended solids (TSS) from overland flow, and verification of TRAVA, a model of sediment behavior in grass filters. The paper presented results from controlled field tests undertaken on a grass filter strip in Aberdeen, Scotland, and a grass swale in Brisbane, Australia. In both studies TSS concentrations were recorded along the grass, for artificial inflow of water and sediment of different flow rates and sediment concentrations. TRAVA was shown to be a reliable tool for prediction of the performance of grass filters used for stormwater treatment. ","Deletic, Ana; Fletcher, Tim D. ","Performance of Grass Filters used for Stormwater Treatment - a Field of Modeling Study",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q146\",\"back\")","v":"back"}]
[{"$f":"B91&C91","v":"BC5"},"BC",5,90,"This paper described how urbanization degrades both the form and the function of the downstream aquatic system. Lowland streams in western Washington typically display aquatic-system degradation at about 10% effective impervious area. Lower levels of urban development cause significant degradation in sensitive water bodies. Detention ponds designed for peak flow control are not sufficient to avoid resource loss.","Derek B. Booth and C. Rhett Jackson","Urbanization of Aquatic Systems--\nDegradation Thresholds, Stormwater Detention, and the Limits of\nMitigation",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q147\",\"back\")","v":"back"}]
[{"$f":"B92&C92","v":"BC4"},"BC",4,91,"This paper evaluated the causes and effects of urban-induced changes to drainage basin hydrology. Adverse impacts include flooding, channel expansion, channel incision, landsliding, and destruction of aquatic habitat. Detention ponds designed for peak flow control generally are not sufficient to mitigate these impacts.","Derek R. Booth","Urbanization and the Natural Drainage System - Impacts, Solutions, and Prognoses",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q148\",\"back\")","v":"back"}]
["BR46","BR",46,92,"This research investigated the removal and fate of 16 polycyclic aromatic hydrocarbons (PAHs) from urban stormwater runoff through a bioretention cell. The results indicated that bioretention is a promising management practice to control runoff PAH pollutants. The PAH event mean concentration (EMC) reduction ranged from 31% to 99%, with a mean discharge EMC of 0.22 μg/L. The mass load decreased from a mean value of 0.0180 to 0.0025 kg/ha yr, suggesting an average PAH mass load reduction of 87% to the discharging watershed. Media core analyses indicated that the intercepted PAH compounds transported only a few centimeters vertically in the soil media near the runoff entrance location, suggesting that a shallow cell design may be adequate for systems focusing on PAH removal. ","DIBLASI, CATHERINE J.\nHOUNG LI\nDAVIS, ALLEN P.\nGHOSH, UPAL","Removal and Fate of Polycyclic Aromatic Hydrocarbon Pollutants in an Urban Stormwater Bioretention Facility",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q149\",\"back\")","v":"back"}]
["PSC11","PSC",11,93,"This study evaluated the performance of a pollution control pit with a hydrodynamic separator and a multi-stage filter made of coated porous concrete. The system treats runoff at the source and protects soil, groundwater, and receiving waterways. This type of system is desirable because it can be constructed underground, if there is not available aboveground space, and can provide treatment (a requirement in some locations) prior to infiltration. Typically, more than 90% of the pollutants such as sedimentary particles, hydrocarbons, and heavy metals can be removed. Also, filters have been developed to treat even more polluted stormwater loads from metal roofs and industrial sites. ","Dierkes, C.\nGöbel, P.\nLohmann, M.\nColdewey, W. G.","Development and investigation of a pollution control pit for treatment of stormwater from metal roofs and traffic areas",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q150\",\"back\")","v":"back"}]
["rg24","rg",24,94,"The objective of this study was to assess whether the creation of a saturated zone in a rain garden improved retention of pollutants. The gardens were sized to store 2.54 cm of runoff. Results showed high retention of flow; only 0.8% overflowed. The design used for these rain gardens was effective for flow retention, but did not reduce concentrations of all pollutants even when modified. These findings suggested that high flow and pollutant retention could be achieved with the 2.54 cm design method, but the use of an underdrain could reduce overall pollutant retention. ","Dietz, Michael E.; Clausent, John C.","Saturation to Improve Pollutant Retention in a Rain Garden",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q151\",\"back\")","v":"back"}]
["bmp17","bmp",17,95,"The objective of this project was to determine if stormwater quality could be improved by educating homeowners and implementing BMPs in a suburban neighborhood. The paired watershed design was used, where a control and treatment watershed are monitored during a calibration and treatment period. Nitrite+nitrate-nitrogen (NO3-N) and bacteria concentrations in stormwater runoff decreased significantly due to education, but total nitrogen, total phosphorus, and ammonia-N concentrations did not change significantly. The study concluded that intensive education efforts produced measurable water quality improvements. \n","Dietz, Michael; Clausen John; Filchak, Karen","Education and Changes in Residential Nonpoint Source Pollution",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q152\",\"back\")","v":"back"}]
["rg1","rg",1,96,"This study, conducted in Haddam, Connecticut, analyzed the removal capabilities of rain gardens to treat residential roof runoff. The study looked at total phosphorus (TP), total Kjeldahl nitrogen (TKN), ammonia-nitrogen (NH3-N), and nitrite+nitrate-nitrogen (NO3-N). The study showed that the rain gardens worked well for overall flow retention, but had little impact on pollutant concentrations in percolate. These results suggested that if an underdrain is not connected to the stormwater system, high flow and pollutant retention could be achieved with the 2.54 cm design method. ","Dietz, Michael; Clausen, John C.","A Field Evaluation of Rain Garden Flow and Pollutant Treatment",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q153\",\"back\")","v":"back"}]
["WST16","WST",16,97,"There are numerous reasons, such as the saturation of the existing downstream sewer system or its concentrate discharge impact on the receiving water, for using stormwater infiltration systems. This paper was an overview of feasibility and decision criteria, taking stock of currently available models and approaches.","E. Alfakih; S. Barraud; I. Martinelli","A study of stormwater infiltration system feasibility and design",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q154\",\"back\")","v":"back"}]
["construc18","construc",18,98,"This project compared the stabilization performance of two types of compost wood mulch blend top dressing (low and high organic matter), a wood-based hydromulch, and seeded bare soil and determined the amount of sediment and nutrients exported from each type of treatment. The compost/mulch blend plots reduced sediment loads by 98% compared to the bare plots and by 78% compared to the hydromulch plots. The compost/mulch treatments reduced total phosphorus and total nitrogen discharges by more than 50% compared to the hydromulch plots. However, runoff concentrations of nitrate and dissolved P from compost-treated plots were often higher than from bare soil or hydromulch plots.","Eck, Bradley; Barrett, Michael; McFarland, Anne; Hauck, Larry","Hydrologic and Water Quality Aspects of Using a Compost/Mulch Blend for Erosion Control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q155\",\"back\")","v":"back"}]
[{"$f":"B100&C100","v":"BC32"},"BC",32,99,"This paper study evaluated the economic impacts of low-impact development (LID) with three objectives. First, to describe briefly, and in plain language, the methods economists use when measuring the costs and benefits of LID and conventional stormwater controls. This information provides the reader with a context for the economic descriptions of costs and benefits that follow. Second, to summarize the literature that identifies and measures the economic costs and benefits of managing stormwater using LID, or that compares costs or benefits, or both, between LID and conventional controls. Third, to organize and present this information in a way that non-economist municipal officials, stormwater managers, ratepayer stakeholders, and others can use as they consider and deliberate stormwater management plans. ","Ed MacMullan and Sarah Reich","The Economics of Low-Impact Development:\nA Literature Review",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q156\",\"back\")","v":"back"}]
[{"$f":"B101&C101","v":"BC23"},"BC",23,100,"To assist stormwater managers in conducting effectiveness assessments, the California Stormwater Quality Association (CASQA) began developing Guidance for Evaluating Stormwater Program Effectiveness in late 2005. In preparation, CASQA developed a Web-based survey that was intended to: (1) compile information on how agencies are currently measuring effectiveness and (2) identify stormwater program needs for conducting future effectiveness assessments. This Summary Report described the survey methods, results, and conclusions.","Eisenberg, Olivieri, and Assoc., Inc. & Larry Walker Assoc.","Stormwater Program Effectiveness Assessment Survey Summary Report",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q157\",\"back\")","v":"back"}]
["bmp23","bmp",23,101,"This article discussed initial performance data for three stormwater facilities. (1) The advanced Greens Bayou Wetland Mitigation Bank provided substantial water-quality benefits particularly for particulate pollutants. (2) The Armand Bayou Basin had effluent levels of bacteria and solids that were lower than typical urban runoff values. (3) The Mason Creek Regional Detention Facility, which includes flood-control and water-quality features, has initially shown bacteria effluent levels greater than typical urban runoff values and the freshwater contact recreation stream standard.","Elliot, Catherine; White, Carolyn; Maldonado, Jason; Richards, Chad; Bloom, Michael F","Evaluating Effectiveness",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q158\",\"back\")","v":"back"}]
["BC96","BC",96,102,"This two-phase project identified, developed, and tested evaluation tools applicable to a range of commercial and residential source control programs. A wide range of effectiveness measurement tools was considered, including load estimation, water quality monitoring, various surveys (kiosk, phone, intercept, and mail), sales tracking, site visits, and workshop quizzes. The study documented participation rates and costs for the various methods used in four demonstration projects. The report found that planning is crucial to success, linking water quality monitoring to source control can be difficult, using more than one measure may be beneficial, and costs can be reduced by limiting data collection to directly relevant items.","Elzufon, Betsy","Controlling Pollution at Its Source: Wastewater and Stormwater demonstration projects",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q159\",\"back\")","v":"back"}]
[{"$f":"B104&C104","v":"LID31"},"LID",31,103,"Two stormwater infiltration BMPs on the campus of Villanova University located in Southeastern Pennsylvania have been continuously monitored to determine the long-term and seasonal variation related to the engineered infiltration of stormwater runoff. The analysis of continuous monitoring data indicates that both BMPs show considerable seasonal variation but exhibit no evidence of a systematic decrease in performance to date. The seasonal variation of the BMPs is explained primarily by the temperature dependency of the viscosity of water. ","Emerson, Clay H.; Traver, Robert G.\n","Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q161\",\"back\")","v":"back"}]
["rg18","rg",18,104,"The article discussed the experiments conducted by Michael Dietz on the viability of rain gardens in capturing and retaining stormwater runoff and its pollutant load. ","Emery, Chris","Rain Gardens Harvest Pollution",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q162\",\"back\")","v":"back"}]
["BR42","BR",42,105,"This research evaluated nitrogen (N)-removing bioretention systems for control of nutrients, organics, and solids in agricultural runoff. Pilot-scale experiments were conducted with bioretention systems incorporating aerobic nitrification and anoxic denitrification zones with sulfur or wood chips as denitrification substrates. Varying hydraulic loading rates (HLRs), influent concentrations, and wetting and drying periods were applied to the units during laboratory and two seasons of field tests with dairy farm runoff. In first-season field tests, moderate removal efficiencies were observed for chemical oxygen demand (46%), suspended solids (69%), total phosphorous (TP) (66%), and total N (65%). During the second season, operational changes in the farm resulted in lower organic, solids, and nutrient loadings resulting in improved effluent quality, especially for suspended solids (81% removal) and total N (82% removal). Total coliform and Escherichia coli (E. coli) most probable numbers (MPNs) decreased by approximately two orders of magnitude.","Ergas, Sarina J.\nSengupta, Sukalyan\nSiegel, Ryan\nPandit, Arka\nYao, Yifu\nYuan, Xin","Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q163\",\"back\")","v":"back"}]
[{"$f":"B107&C107","v":"MM8"},"MM",8,106,"This paper used data from previous studies to evaluate sediment removal by detention ponds and hydrodynamic separators. Particle size distribution (PSD) can have a major effect on the performance of BMPs that rely on sedimentation. Experimental data have shown that the PSD characterized by the National Urban Runoff Program (NURP) is much finer than actual PSDs in most road runoff. BMPs designed to remove finer PSDs are likely oversized. The authors suggested that site-specific PSD characterization could allow for more cost-effective BMP designs.","Eric Hettler; John S. Gulliver; Andrew Erickson; Peter T. Weiss","Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q165\",\"back\")","v":"back"}]
[{"$f":"B108&C108","v":"BC51"},"BC",51,107,"This manual provided a recommended set of protocols and standards for collecting, storing, analyzing, and reporting BMP monitoring data that will lead to better understanding of the function, efficiency, and design of urban stormwater BMPs. However, it did not address other types of monitoring (e.g., biological assessment, channel morphology) that may be useful for assessing BMP efficiency.","Eric Strecker, P.E. of GeoSyntec Consultants, Ben Urbonas, P.E. Urban\nDrainage and Flood Control District, Denver, Marcus Quigley, P.E., Jim Howell, and\nTodd Hesse of GeoSyntec Consultants","Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q166\",\"back\")","v":"back"}]
[{"$f":"B109&C109","v":"BC93"},"BC",93,108,"A batch study was conducted to evaluate the removal of dissolved phosphorus from synthetic stormwater using different sand filtration media. The test media were C 33 sand, calcareous sand, limestone, three blast oxygen furnace by-products, aluminum oxide, and chopped granular steel wool. The study found that while C 33 sand alone removed some dissolved phosphorus, the steel wool, calcareous sand, and/or limestone enhancements to sand filtration systems demonstrate potential for significant additional removal of dissolved phosphorus. Sand filtration enhanced with steel wool, calcareous sand, or limestone has the potential to be practical and cost-effective, but must be investigated further to determine the long-term effectiveness.","Erickson, Andrew Jacob","Enhanced Sand Filtration for Storm Water Phosphorous Removal",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q167\",\"back\")","v":"back"}]
["BR55","BR",55,109,"A mulch layer was used as a contaminant trap to remove naphthalene, dissolved toluene, and dissolved motor oil from synthetic runoff during a bench-scale infiltration study. Approximately 80% to 95% removal of all contaminants from synthetic runoff was removed via sorption and filtration. Biodegradation of the contaminants sorbed in the mulch layer was demonstrated by the decrease in the contaminant concentration in the mulch and the corresponding increase of the total heterotrophic microbial populations and the specific contaminant-degrader populations.These results indicate the effectiveness and sustainability of placing a thin layer of mulch on the surface of a bioretention facility for reducing oil and grease pollution from urban stormwater runoff.","Eunyoung Hong\nSeagren, Eric A.\nDavis, Allen P.\n","Sustainable Oil and Grease Removal from Synthetic Stormwater Runoff Using Bench-Scale Bioretention Studies",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q168\",\"back\")","v":"back"}]
["construc1","construc",1,110,"This paper presented the results of a 7-year monitoring program for three wetlands constructed to treat runoff from part of Hamilton's Lincoln Alexander Parkway. Influent and effluent were monitored to assess removal of sediment, nutrients, metals, and bacteria. The paper provided estimates of contaminant removal efficiencies from the wetlands. ","Farrell, Aaron C.; Scheckenberger, Ronald R.","An Assessment of Long-Term Monitoring Data for Constructed Wetlands for Urban Highway Runoff Control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q169\",\"back\")","v":"back"}]
["bmp40","bmp",40,111,"This paper presented results of an extensive field monitoring program of the Stormvault. Analysis of 39 storms indicated that the system consistently reduced total suspended solids average event mean concentration (EMC) from 70.6 ± 17.0 mg/L to 41.2 ± 3.7 mg/L. Multiple linear regression indicated that interactions between site and storm characteristics significantly effect effluent EMC. The simple regression equation can be used to directly compare multiple systems for a given site and/or between watersheds. ","Fassman, Elizabeth A.","Improving Effectiveness and Evaluation Techniques of Stormwater Best Management Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q170\",\"back\")","v":"back"}]
[{"$f":"B113&C113","v":"permpave18"},"permpave",18,112,"This study compared runoff data from a permeable pavement test site installed over clayey subsoils to an adjacent conventional asphalt road. The overall hydrologic performance of the permeable pavement was exceptional. Measured discharge (from 81 storms) from the permeable pavement underdrain demonstrated peak flows comparable to or below modeled predevelopment conditions for most storms, regardless of antecedent conditions. Surface infiltration measurement at four permeable pavement sites revealed that the surrounding land uses likely have more influence on pavement clogging (primary failure mechanism of permeable pavement) than does traffic load. ","Fassman, Elizabeth A; Blackbourn, Samuel","Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q171\",\"back\")","v":"back"}]
["construc31","construc",31,113,"The objective of this study was to compare the sediment removal efficiency, peak flow rate, and cost of straw bales, mulch filter berms, compost filter socks, and compost filter socks + polymer used as perimeter sediment control devices under high intensity/duration single storm event conditions at construction sites. All treatments discharged significantly lower total solids (concentration and load) than the bare soil, while all compost sock treatments were significantly lower (concentration and load) than the mulch filter berm and straw bale. Removal efficiency for total suspended solids (TSS) load ranged from 60.4% to 89.5%.","Faucette, L. B.; Governo, J.; Tyler, R.; Gigley, G.; Jordan, C. F.; Lockaby, B. G.","Performance of compost filter socks and conventional sediment control barriers used for perimeter control on construction sites",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q172\",\"back\")","v":"back"}]
["construc42","construc",42,114,"This study was conducted to compare the sediment removal efficiency of silt fence and compost filter socks, determine if the addition of polymers could reduce sediment and phosphorus loads, and determine relationships between compost filter media particle size distribution and pollutant removal efficiency and hydraulic flow rate. Compost filter sock and silt fence removal efficiencies were similar for total suspended solids (TSS) concentration (62% to 87% and 71% to 87%), TSS load (68% to 90% and 72% to 89%), and turbidity (53% to 78% and 54% to 76%). Addition of polymers to the compost filter socks resulted in higher sediment removal efficiencies (91% to 99%). Phosphorus removal efficiencies were similar for compost filter socks (59% to 65% and 14% to 27%) and silt fence (63% and 23%). Removal efficiencies increased to 92% to 99% when polymers were added to the filter socks and installed on phosphorus fertilized soils.","Faucette, L. B.; Sefton, K. A.; Sadeghi, A. M.; Rowland, R. A.","Sediment and phosphorus removal from simulated storm runoff with compost filter socks and silt fence",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q173\",\"back\")","v":"back"}]
["construc12","construc",12,115,"This study evaluated the performance of several types of erosion control blankets (e.g., wood mulch with compost and straw blanket with polyacrylamide [PAM]) and the effects of particle size distribution of the organic erosion control blanket on runoff, erosion, and vegetation establishment. Increasing the percent of compost used in an erosion control blanket reduced runoff rate, and total runoff. Compost erosion control blankets retained 80% of the rainfall and reduced storm runoff by 60%. Wood mulch blankets reduced runoff by 34% and straw with PAM by 27%. Increasing the percent of mulch in the erosion control blanket reduced sediment load. Particle size distribution in the erosion control blanket had a marked impact on total soil loss, suspended solids, and turbidity. The straw blanket with fertilizer increased total Kjeldahl nitrogen (TKN) loading by more than 8,000%, the compost blanket increased TKN by 340%, and the mulch blanket by 18% relative to the control. The bare soil and mulch blanket treatments did not contribute any soluble phosphorus (P) to runoff. The soluble P load from the straw blanket with PAM was 3,800% greater than the compost blanket. ","Faucette, L. Britt; Governo, Jason; Jordan, Carl F.; Lockaby, B. Graeme; Carino, Honorio F.; Governo, Robin","Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q174\",\"back\")","v":"back"}]
["bmp44","bmp",44,116,"This study evaluated 23 erosion control treatments (e.g., straw, excelsior, coconut fiber, compost blanket, polyacrylamide [PAM]) based on experimental conditions specified in ASTM D-6459. For rainfall events ≤1.65 cm, all erosion control practices evaluated provided significant erosion control with the exception of PAM, 1.25 cm compost erosion control blankets (CECB), and single-net straw. For rainfall events between 1.65 and 5 cm, all erosion control practices significantly reduced soil loss except PAM, 1.25 cm CECB+PAM, and 1.25 cm CECB. For rainfall events between 5 and 10 cm, all erosion control practices significantly reduced soil erosion except PAM and 1.25 cm CECB+PAM. Erosion control practices that provided the best erosion control were those that had the greatest observed soil coverage and a thicker blanket, thereby preventing splash erosion caused by intense rainfall impact and by reducing transport from sheet runoff and erosion, ultimately delaying the onset of observable rilling.","Faucette, L.B., Scholl, B.; Beighley, R. E., J. Governo","Large-Scale Performance and Design for Construction Activity Erosion Control Best Management Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q175\",\"back\")","v":"back"}]
[{"$f":"B118&C118","v":"JAWRA1"},"JAWRA",1,117,"This paper reviewed urban stormwater management and pollution control. It discussed a number of BMPs including catch basin cleaning, street sweeping, porous pavement, hydrodynamic devices, and source control measures. It included some BMP performance data from previous studies.","Field, Richard","Urban Runoff: Pollution Sources, Control, and Treatment",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q180\",\"back\")","v":"back"}]
["PSC25","PSC",25,118,"In this study, an integrated simulation of the sewer system, wastewater stream plant, and receiving water was carried out to examine the effects of different stormwater management strategies in an urban catchment area in Bochum, Germany. An example of the source control measures studied is reducing the amount of impervious area. The examined stormwater management measures, especially the source control measures, reduced the combined sewer overflow volume and the pollutant discharge load considerably. Moreover, the reduction of impervious surfaces reduced combined sewer overflows, resulting in fewer pollutants discharging into the receiving water after small rainfall events. ","Frehmann, T.\nNafo, I.\nNiemann, A.\nGeiger, W.F.\n","Storm water management in an urban catchment: effects of source control and real-time management of sewer systems on receiving water quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q181\",\"back\")","v":"back"}]
[{"$f":"B120&C120","v":"MM21"},"MM",21,119,"This comprehensive handbook was developed to help scientists, engineers, consultants, regulators, citizen groups, and environmental managers determine if stormwater runoff is causing adverse effects and beneficial-use impairments in local receiving waters. This includes adverse effects on aquatic life and human health and considers exposure to multiple stressors such as pathogens, chemicals, and habitat alteration. The handbook covered a wide variety of monitoring and evaluation methods.","G. Allen Burton, Jr.; Robert E. Pitt","Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q182\",\"back\")","v":"back"}]
["LID17","LID",17,120,"This article explored the claims of green roof advocates that green roofs can help lower peak storm runoff rates and improve water quality in urban areas. It explained that while green roofs can help lower peak runoff rates, in the greater scheme of water resources conservation and environmental protection they are just part of the big picture. It discussed several government proposals in Great Britain for alternative ways to manage stormwater that would provide greater benefits to communities.","Gaskell, Simon","Flooding: are green roofs the answer?",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q183\",\"back\")","v":"back"}]
["MM15","MM",15,121,"This study was done to analyze the accumulation and potential mobility of metals in soils beneath stormwater infiltration basins. The study also evaluated whether the soils met infiltration rate and cation exchange capacity criteria. Soils from eight biofiltration swales were sampled and tested for copper (Cu), lead (Pb), zinc (Zn), organic matter content, pH, texture, and infiltration rate. Metals concentrations were generally low but downward migration of metals was observed in some soils. ","Gaus, Jennifer","Soils of Infiltration Basins in the Puget Sound Region: Trace Metals Form and Concentrations and Comparison to Washington State Department of Ecology Guidelines",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q184\",\"back\")","v":"back"}]
["BC17","BC",17,122,"The summaries analyzed available monitoring data drawn from the International BMP Database to determine whether any differences in treatment performance may be determined based on BMP category. These summaries focused on two separate data analyses: (1) a data set composed of each BMP study’s average effluent event mean concentrations (EMCs) over the entire respective monitoring period, grouped by BMP category, and (2) a data set comprising all of the individual effluent EMCs, grouped by BMP category. A significant difference between the median influent and effluent values was assumed if their respective confidence intervals did not overlap; otherwise, the difference was not considered statistically significant.","GeoSyntec Consultants\nWright Water Engineers, Inc.","Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q189\",\"back\")","v":"back"}]
["BC52","BC",52,123,"This paper summarized the volumetric data contained in the International BMP Database. Normally dry vegetated BMPs (filter strips, vegetated swales, bioretention, and grass-lined detention basins) appeared to have substantial potential for volume reduction (e.g., ~30% for filter strips and grass-lined detention, 40% for grass swales, and >50% for bioretention with underdrains). Retention ponds and wetland basins and channels did not appear to provide substantial volume reduction on average and should not be selected to achieve volume reduction objectives. ","Geosyntec Consultants\nWright Water Engineers, Inc.","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q195\",\"back\")","v":"back"}]
["BC13","BC",13,124,"This technical summary has been developed to assist federal, state, and local governments; watershed organizations; environmental groups; and other interested parties in selecting, designing, and developing reasonable performance expectations for stormwater BMPs with regard to nutrients. The document gave a qualitative discussion of typical nutrient sources as well as a discussion of the state of nutrient removal BMP studies.","Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.","International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q198\",\"back\")","v":"back"}]
["BC14","BC",14,125,"This technical summary has been developed to assist federal, state, and local governments; watershed organizations; environmental groups; and other interested parties in selecting, designing, and developing reasonable performance expectations for stormwater BMPs with regard to sediment. The document gave a qualitative discussion of typical sediment sources as well as a discussion of the state of sediment removal BMP studies.","Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q206\",\"back\")","v":"back"}]
["2sweep6","2sweep",6,126,"This study investigated the composition of street sweeping waste and the effect of street sweeping on the remaining sediments on the street. The study was conducted by measuring particle size distribution and heavy metal concentration for street sweeping waste, street sediments before sweeping, and remaining sediments after sweeping. The results showed that the concentrations of heavy metals that remain are a function of particle diameter and proportional to the inverse of the particle diameter; i.e., the highest concentrations are found in the finest fractions. The street sweeper is more effective in removing coarse sediments than fine. This means that the street sediments after sweeping are finer than the sediments before.","German, J.; Svensson, G","Metal Content and Particle Size Distribution of Street Sediments and Street Sweeping Waste",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q207\",\"back\")","v":"back"}]
["2sweep12","2sweep",12,127,"This paper presented a study of street sweeping performance. The study was conducted over two 3-week periods, with a test section of a street being swept once a week during the first period, and the same street being swept every workday during the second period. The amount of removed sediment was measured and the sediments were measured for heavy metals. Results showed that increasing the sweeping frequency increased the amount of removed sediment, but not proportional to the increase in sweeping effort. The weather during the period was dry, which meant that the effect of the street sweeping on the stormwater quality could not be measured.","German, Jonas; Svensson, Gilbert","Street Sweeping as a Pollutant Control Measure",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q208\",\"back\")","v":"back"}]
["construc15","construc",15,128,"Sediment control ponds located in the towns of Richmond Hill and Markham were monitored to obtain flow and influent-effluent quality data during site development. A hydrodynamic and sediment-transport model was used to examine the effect of pond geometry on sediment removal efficiency under varying storm events. The monitoring data and the modeling results clearly demonstrated the importance of proper pond size and geometry design for sediment removal. This paper focused on the effect of the ratio of pond length to pond width in minimizing the short-circuiting effect and improvement of the sediment removal efficiency of stormwater management ponds.","Gharabaghi, B.; Fata, A.; Seters, T. Van; Rudra, R. P.; MacMillan, G.; Smith, D.; Li, J. Y.; Bradford, A.; Tesa, G.","Evaluation of sediment control pond performance at construction sites in the Greater Toronto Area.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q209\",\"back\")","v":"back"}]
["vf1","vf",1,129,"The objective of this study was to determine the effect of vegetation type, width of the vegetated filter strip (VFS), runoff flow rate, and inflow sediment characteristics on effectiveness of the VFS in removing pollutants from runoff. The results showed that sediment removal efficiency increased from 50% to 98% as the width of the filter increased from 2.5 to 20 m. In addition to the width of the filter strip, grass type and flow rate were also significant factors. This study indicated that the first 5 meters of a filter strip are critical and effective in removal of suspended sediments. More than 95% of the aggregates larger than 40 pm in diameter were trapped within the first 5 meters of the filter strip. ","Gharabaghi, Bahram; Rudra, Ramesh P; Goel, Pradeep K.","Effectiveness of Vegetative Filter Strips in Removal of Sediments from Overland Flow",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q210\",\"back\")","v":"back"}]
["bmp31","bmp",31,130,"A study was conducted on a Villanova campus rain garden that accepts runoff from an adjacent parking lot to determine if there was a relationship between the accumulation of fine sediments over time and the infiltration capacity. The results indicated that fines have accumulated in the rain garden over the 7 years since installation but there has been no significant change in infiltration potential. ","Gilbert Jenkins, Jennifer K.; Wadzuk, Bridget M.; Welker, Andrea L.","Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q211\",\"back\")","v":"back"}]
["BR51","BR",51,131,"This study analyzed the effects of both location and quantity of two types of BMPs: cisterns and bioretention pits. The study was conducted using a patio-temporal model of a microwatershed as applied to single-family, townhome, and commercial lots. The effects of development and the BMPs on peak runoff rates and volumes were compared to pre-development conditions. Results showed that cisterns alone are capable of controlling rooftop runoff for small storms. The volume of BMP storage is positively correlated to the percent reduction in the peak discharge rate and total runoff volume; however, location is a factor in the peak reduction and a maximum volume of effective storage for both hydrologic metrics does exist. ","Gilroy, Kristin L. \nMcCuen, Richard H.\n","Spatio-temporal effects of low impact development practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q213\",\"back\")","v":"back"}]
[{"$f":"B133&C133","v":"BC100"},"BC",100,132,"This report presented a compilation of data related to the performance of a constructed wetland in an urban area that is typical of many non-arid areas of the country. The pollutant removal performance of an urban wetland constructed in a former dry detention pond was presented as well as seasonal trends in removal efficiencies. The data indicated that constructed wetlands offer significant pollutant removal capability.","Godrej, Adil N.; Grizzard, Thomas; Kennel, Pamela P.; Lampe, Les K.; Carleton, James N.","Evaluating the Use of Constructed Wetlands in Urban Areas",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q214\",\"back\")","v":"back"}]
["bmp43","bmp",43,133,"The article reported that the U.S. EPA added three compost-based tools for erosion and sediment control on its national menu of BMPs. The EPA Web site contains fact sheets that describe the effectiveness of the compost-based tools, standard BMPs it can replace, limitations, maintenance, and research references.","Goldstein, Nora","Its Official! Compost Tools On EPA List As Storm Water BMP's",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q215\",\"back\")","v":"back"}]
["SG14","SG",14,134,"This paper presented general engineering design aspects involved in evaluating erosion control, sediment control, and BMPs on the forest landscape. The paper discussed considerations involved with the selection of monitoring equipment and structures based on design storm and costs. The BMP effectiveness study design utilized stormwater samplers, trapezoidal flumes, automated flow level devices, flow dividers, and runoff tipping buckets to evaluate sediment transport through sediment control treatments. This design has the potential to set standards for forest road sediment control evaluations.","Grace, Johnny M., III","A New Design to Evaluate Erosion and Sediment Control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q216\",\"back\")","v":"back"}]
["bmp19","bmp",19,135,"Runoff quantity and quality from a 248-square-meter extensive green roof and a control were compared in Connecticut using a paired watershed study. Weekly and individual rain storm samples of runoff and precipitation were analyzed for nutrients and metals. Overall, the green roof retained 34% more precipitation than predicted by the paired watershed calibration equation. Total phosphorus (TP) and phosphate-P (PO4-P) mean concentrations in green roof runoff were higher than in precipitation but lower than in runoff from the control. The green roof was a sink for ammonia-nitrogen (NH3-N), zinc (Zn), and lead (Pb), but not for total phosphorus (TP), PO4-P, and total copper (Cu). It also reduced the mass export of total nitrogen (TN), total Kjeldahl nitrogen (TKN), nitrate, mercury (Hg), and dissolved Cu primarily through a reduction in stormwater runoff. Greater than 90% of the total Cu, Hg, and Zn concentrations in the green roof runoff were in the dissolved form. The growing media and slow-release fertilizer were probable sources of P and Cu in green roof runoff. Overall, the green roof was effective in reducing stormwater runoff and overall pollutant loading for most water quality contaminants.","Gregoire, Bruce G.; Clausen, John C.","Effect of a Modular Extensive Green Roof on Stormwater Runoff and Water Quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q217\",\"back\")","v":"back"}]
[{"$f":"B137&C137","v":"BC94"},"BC",94,136,"A statewide survey was conducted to investigate BMP maintenance practices and costs, and establish maintenance guidelines. A questionnaire was sent to 106 cities in Minnesota and 27 responded. The most common operation and maintenance (O&M) problems were sediment buildup, litter and debris accumulation, pipe clogging, and invasive species vegetation. Accurate estimation of the sediment accumulation rate in a BMP is very important to establish the schedule and budget for maintenance. Respondents reported that wetlands, surface filters, and porous pavement were the most difficult BMPs to maintain. The ranked ratios of annual O&M cost/total construction cost were dry ponds< wet ponds< sand filters< bio-retention< wetlands < swales.","Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.","Maintenance of Stormwater Best Management Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q226\",\"back\")","v":"back"}]
["rg27","rg",27,137,"The article focused on the levels of assessment of rain garden performance. Discussed methods are visual inspection, infiltrometer testing, and drainage time tests for synthetic storms. ","Gulliver, John S.; Nieber, John L.; Hozalski, Raymond M; Asleson, Brooke C.; Wilson, Bruce C.; Nestingen, Rebecca S.","The Four Levels",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q227\",\"back\")","v":"back"}]
["WST13","WST",13,138,"The installation of about 500 stormwater detention facilities (SDFs) led to a significant drop of the pollution originating from stormwater runoff in the river basin of the Ruhr, which covers 4,488 km2. The average costs for one kilogram of chemical oxygen demand (COD) held back by SDFs in combined systems amount to €3.73 (calculated without consideration of the subsequent removal in the municipal wastewater treatment plant). The tank volume for stormwater storage can be minimized by application of real-time management systems, which allow a dynamic operation of all SDFs in a catchment area.","H. Bode; M. Weyand","The influence of stormwater treatment on the hydraulic and pollution load - balance for an entire river basin ",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q228\",\"back\")","v":"back"}]
["WST14","WST",14,139,"Concentrations of microbial and pollutants were determined in inflow and outflow samples collected from each type of system. Removal efficiencies for the wetland although higher than for the pond, were lower than some previously reported values for the treatment of municipal wastewater by constructed wetlands. Performance of a number of constructed wetland systems for stormwater treatment is evaluated considering the functional components of the systems.","H. J. Bavor; C. M. Davies; K. Sakadevan","Stormwater treatment: do constructed wetlands yield improved pollutant management performance over a detention pond system?",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q229\",\"back\")","v":"back"}]
["vf7","vf",7,140,"In this study, field-suspended sediment data were collected from an experimental vegetated filter strip (VFS) treating highway runoff in eastern North Carolina. Field data were used to test the design concepts of the VFS treatment train and to validate a simulation model for evaluating the impact of these physical factors on sediment removal as a function of filter strip length. It was concluded that the experimental filter strip was effective in removing more than 85% of the incoming total suspended sediment (TSS). ","Han, Jun; Wu, Jy S.; Allan, Craig","Suspended Sediment Removal by Vegetative Filter Strip Treating Highway Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q230\",\"back\")","v":"back"}]
["bmp1","bmp",1,141,"This study looked at pond elevation, flow rate, and pond volume over 4 years in five suburban watersheds in James City County, Virginia. Peak inflows, peak outflows, and runoff ratios frequently exceeded stormwater management plan calculations in measured events. While specific to one locality, the shortcomings highlighted suggest that similar field-based assessments of retention pond performance are needed in other locations. ","Hancock, Gregory S.; Holley, Jonathan W.; Chambers, Randolph M.","A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q231\",\"back\")","v":"back"}]
["biofilt24","biofilt",24,142,"The A34 Newbury bypass is a 15 km roadway that was constructed with nine constructed vegetative treatment systems incorporating oil separators, silt traps, grass filters for primary filtration and chemical absorption, reed wetlands for secondary biofiltration, and a deep water pool and outflow device to control the rate of water discharge into existing watercourses. An evaluation of the heavy metal levels in these two ponds (Ponds J and K) has been undertaken in the 39-month period. Results showed that the heavy metals levels within the treatment system decrease rapidly in the system that possessed a well-established reed bed system.","Hares, R.J.; Ward, N.I.","Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q235\",\"back\")","v":"back"}]
["BR27","BR",27,143,"This study monitored nine stormwater BMPs (one wet pond, two stormwater wetlands, two dry detention basins, one bioretention area, and three proprietary devices) for ability to remove fecal coliform and Escherichia coli (E. coli). Results show that the wet pond, two wetlands, the bioretention area, and one proprietary device all removed fecal coliform with an efficiency higher than 50%; however, only the wetlands and bioretention area had significantly different influent and effluent concentrations (p<0.05). For E. coli, only one of the wetlands and the bioretention area provided a concentration reduction greater than 50%, both of which had a significant difference in influent and effluent concentrations (p<0.05). This study showed that some BMPs may be useful for treatment of indicator bacteria; however, other BMPs did not perform well. Bioretention significantly reduced both fecal coliform and E. coli concentrations from the inlet to the outlet with concentration reduction efficiencies of 0.89 and 0.92, respectively. ","Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.","Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q240\",\"back\")","v":"back"}]
["bmp27","bmp",27,144,"Three stormwater wetlands in series were monitored in a heavily urbanized 12.5-hectare watershed in Mooresville, North Carolina. Median complete system outlet of Wetland Cell 3 effluent concentrations for total suspended solids (TSS), total phosphorus, total nitrogen, and turbidity were 8, 0.09, 0.73 mg/L, and 10 nephelometric turbidity units (NTU), respectively. Organic nitrogen generated from wetland vegetation seemed to result in a background source of nitrogen in the wetlands, supporting the idea of an irreducible concentration for nitrogen in these systems. At least 80% of the total concentration reduction for all pollutants occurred within the first wetland cell. Only the first wetland cell significantly (p<0.05) reduced all pollutants tested. No pollutant was significantly reduced from the outlet of Wetland Cell 2 to the outlet of Wetland Cell 3 (p<0.05). The results indicate that the successive BMPs in a series do not perform as well as the first when each BMP uses similar removal mechanisms. ","Hathaway, J. M.; Hunt, W. F.","Evaluation of Storm-Water Wetlands in Series in Piedmont North Carolina",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q241\",\"back\")","v":"back"}]
["biofilt8","biofilt",8,145,"This paper presented preliminary findings with respect to the effect of clogging on pollutant removal efficiency in conventional stormwater filter media. A one-dimensional laboratory rig was used to investigate the impact of clogging on pollutant removal efficiency in a conventional biofiltration filter media (gravel over sand). Both the individual gravel layer and the overall multi-filter were highly efficient at removing suspended solids and particulate-associated pollutants. This removal efficiency was consistent, even as the filters became clogged. Removal of dissolved nutrients was more variable, with little reduction in concentrations overall. Although preliminary, these results challenge the concept that increased detention time improves the treatment performance of stormwater filtration systems. ","Hatt, B. E.\nSiriwardene, N.\nDeletic, A.\nFletcher, T. D.","Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q242\",\"back\")","v":"back"}]
["biofilt27","biofilt",27,146,"This study involved an initial evaluation of biofilters for stormwater reuse. Six different filter media were selected to target specific stormwater pollutants, as well as support for plant growth. All of the soil-based filters performed similarly but sand filters behaved somewhat differently. All filters removed more than 80% of solids and greater than 90% of lead, copper, and zinc. Three filter types were able to remove some phosphorus (particularly in the top 30 cm of the media). Apart from sand, all filter media were net producers of nitrogen, leading to an important conclusion that non-vegetated, soil-based filters are not suitable for targeting nutrients. The authors concluded that biofilters may be promising technologies for treatment of stormwater for reuse.","Hatt, B. E.; Deletic, A.; Fletcher, T. D.","Stormwater Reuse: Designing Biofiltration Systems for Reliable Treatment",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q243\",\"back\")","v":"back"}]
["biofilt21","biofilt",21,147,"This study assessed the pollutant removal performance of three separate stormwater biofiltration systems in two different climates. Results show that in all cases, concentrations of total suspended solids, copper, lead, and zinc were effectively and reliably reduced, despite variations in inflow concentrations. Two of the systems effectively removed phosphorus. The third system did not due to poor specification of the filter media properties. Nitrogen removal was variable. Nitrogen removal is a challenge as it is easily transformed to soluble forms and is influenced by wetting and drying.","Hatt, B. E.; Fletcher, T. D.; Deletic, A.","Pollutant Removal Performance of Field-Scale Stormwater Biofiltration Systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q244\",\"back\")","v":"back"}]
["biofilt9","biofilt",9,148,"This work provided an overall assessment of the hydraulic and pollutant removal behavior of sand- and soil-based stormwater filters at the laboratory scale. The influence of time, cumulative inflow sediment, cumulative water volume, wetting and drying, and compaction on hydraulic capacity was investigated. The results suggested that the primary cause of hydraulic failure was formation of a clogging layer at the filter surface. Loads of sediment and heavy metals were effectively retained, but there were elevated discharges of nutrients suggesting leaching of native material. It is recommended that the top 2–5 cm of the filter be replaced every 2 years to prevent failure and excessive accumulation of heavy metals.","Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana","Hydraulic and Pollutant Removal Performance of Fine Media Stormwater Filtration Systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q245\",\"back\")","v":"back"}]
["biofilt10","biofilt",10,149,"The hydraulic and treatment performance of five different non-vegetated, soil-based filters was assessed under varying periods of inundation and drying. No significant differences in trends in hydraulic performance and pollutant concentrations were observed between the filter media types. The infiltration capacity of the filters decreased during wet periods and increased following dry periods, most probably due to swelling and shrinkage of the filter media. Treatment of sediment, heavy metals, and phosphorus was not influenced by the wetting and drying regime; however, outflow concentrations of nitrogen were significantly higher upon re-wetting following extended dry periods compared with wet periods.","Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana","Hydraulic and Pollutant Removal Performance of Stormwater Filters Under Variable Wetting and Drying Regimes",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q246\",\"back\")","v":"back"}]
["biofilt13","biofilt",13,150,"This study investigated the hydrologic and pollutant removal performance of three field-scale biofiltration systems in two different climates. Biofilters were shown to effectively attenuate peak runoff flow rates by at least 80%. Suspended solids and heavy metals were effectively removed, irrespective of the design configuration, with load reductions generally in excess of 90%. In contrast, nutrient retention was variable, and ranged from consistent leaching to effective and reliable removal, depending on the design. To ensure effective removal of nitrogen, the biofilter should be designed to manage the deleterious effects of drying on biological activity. To ensure effective removal of phosphorus, a filter medium with a low phosphorus content should be selected. ","Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana","Hydrologic and Pollutant Removal Performance of Stormwater Biofiltration Systems at the Field Scale",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q247\",\"back\")","v":"back"}]
["construc35","construc",35,151,"A study was conducted to determine if the application of polyacrylamide (PAM) can reduce erosion and runoff turbidity on moderate to steep slopes at highway construction sites in North Carolina. Overall, the results suggest that PAM application rates of 10.5 kg ha-1 (9.3 lbs ac-1) or less may not have significant benefits on moderate to steep slopes in the Piedmont. ","Hayes, S. A.; McLaughlin, R. A.; Osmond, D. L.","Polyacrylamide use for erosion and turbidity control on construction sites",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q248\",\"back\")","v":"back"}]
["bioinf4","bioinf",4,152,"The goal of this research was to develop a methodology for modeling a bioinfiltration BMP built in a dormitory area on the campus of Villanova University in Pennsylvania. The BMP was constructed in 2001 by excavating within an existing traffic island, backfilling with a sand/soil mixture, and planting with salt-tolerant grasses and shrubs native to the Atlantic shore. The BMP receives runoff from asphalt and turf. The model, incorporating seasonally variable parameters, predicts the volumes infiltrated and bypassed by the BMP, confirming the applicability of the selected methods for the analysis of bioinfiltration BMPs. ","Heasom, William\nTraver, Robert G.\nWelker, Andrea","Hydrologic Modeling of A Bioinfiltration Best Management Practice",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q249\",\"back\")","v":"back"}]
["biofilt22","biofilt",22,153,"This paper studied constructed biofiltration mesocosms to assess nutrient removal (nitrogen, phosphorus, and carbon) under experimental conditions. Different types of media were compared (gravel, sand, and sandy-loam) in vegetated and non-vegetated mesocosms (six treatments in total). Five plant species were used. Vegetated mesocosms were very effective in removing nitrogen (63%–77% removal) and phosphorus (85%–94% removal) from synthetic stormwater, and removed substantially more nutrients than the non-vegetated treatments. All treatments removed a substantial portion of the carbon from the stormwater (28%–66%). When flushed with tap water, nitrogen and phosphorus were retained by the vegetated mesocosms, but leached from the non-vegetated mesocosms. Vegetated sand and vegetated sandy-loam provided the best overall treatment. ","Henderson, C.; Greenway, M.; Phillips, I.","Removal of Dissolved Nitrogen, Phosphorous and Carbon From Stormwater by Biofiltration  Mesocosms",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q250\",\"back\")","v":"back"}]
[{"$f":"B155&C155","v":"BC103"},"BC",103,154,"This Web site provided links to a number of national and international research documents related to bioretention. This list of documents was compiled in 2008.","Hinman, Cutris","Compilation of national and international research on bioretention",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q251\",\"back\")","v":"back"}]
[{"$f":"B156&C156","v":"BC102"},"BC",102,155,"This Web site provided links to a number of national and international research documents related to pervious pavement. This list of documents was compiled in 2008.","Hinman, Cutris","Compilation of national and international research on pervious pavement",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q252\",\"back\")","v":"back"}]
[{"$f":"B157&C157","v":"BC99"},"BC",99,156,"For this study, flow monitoring was conducted on an 8.27-acre pilot project that incorporates low-impact development (LID) stormwater management practices. LID practices used in the project design included bioretention swales, permeable concrete, compost amended soils, and surface flow dispersion. The primary goals of the monitoring effort were to evaluate the performance of individual LID practices and evaluate the effectiveness of integrating these practices into a stormwater management system. Continuous simulation modeling (Western Washington Hydrology Model) was used to assess peak flow and flow durations compared to stated flow control goals of the project. Flow rates for individual storms were assessed and water budgets were developed that included surface and subsurface flow, and infiltration and evapotranspiration in relation to precipitation inputs for bioretention swales and the project as a whole. Infiltration rates over time for the permeable concrete were also measured.","Hinman, Cutris","Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q255\",\"back\")","v":"back"}]
[{"$f":"B158&C158","v":"BC59"},"BC",59,157,"This report presented the results of a survey of 200 structural stormwater management facilities conducted in 2008. The survey documented visual indicators of stormwater BMP performance, properly functioning treatment pathways, proper functioning of inlets and outlets, adequate sizing, the integrity of filter media and vegetation, and key maintenance and longevity items. About 45% of the surveyed facilities needed maintenance. Bioretention, grass channels, infiltration, permeable pavement, and wet ponds had the widest range of performance scores. The study also evaluated four local stormwater management programs with respect to planning, ordinances, guidance manuals, inspections, maintenance, tracking, and public outreach. The report contained recommendations to improve BMP design as well as stormwater management programs.","Hirschman, David; Woddworth, Laurel; Drescher, Sadie","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q264\",\"back\")","v":"back"}]
["bmp7","bmp",7,158,"This study compared pollutant retention by stormwater detention basins designed solely for flood control (SDB-FC) with basins designed for flood control and water quality (SDB-BMP). The SDB-BMPs had significantly greater surface soil total P (Pt) concentrations than the natural wetlands and SDB-FCs (831.9 6 32.5 kg ha21, 643.3 6 19.1 kg ha21, and 652.1 6 18.8 kg ha21, respectively). The soil P sorption capacities of SDB-BMPs were similar to the RWs, and were greater than those of SDB-FCs, appearing to result in greater soil P removal and retention in SDB-BMPs compared with SDB-FCs. Increased iron (Fe) concentrations and relatively greater amounts of more crystalline forms of Fe in SDB-BMP soils suggested increased sediment deposition, potentially helping to sustain SDB-BMP soil P retention capacity by bringing in more Fe from upland sources. These results suggest that SDB-BMPs provide better nutrient and sediment retention. ","Hogan, Dianna M.; Walbridge, Mark R.","Best Management Practices for Nutrient and Sediment Retention in Urban Stormwater Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q265\",\"back\")","v":"back"}]
["JAWRA8","JAWRA",8,159,"This study compared lag time characteristics of residential low-impact development (LID) with traditional residential development. Also compared were runoff volume, peak discharge, hydrograph kurtosis, runoff coefficient, and runoff threshold. Traditional development had a significantly greater depth of discharge and runoff coefficient than LID. The peak discharge in runoff from the traditional development was 1,100% greater than from the LID. The runoff threshold of the LID (6.0 mm) was 100% greater than the traditional development (3.0 mm). In summary, LID resulted in lowered peak discharge depth, runoff coefficient, and discharge volume and increased lag times and runoff threshold compared with traditional residential development.","Hood, Mark J.; Clausen, John C.; Warner, Glenn S.","Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q266\",\"back\")","v":"back"}]
["BR64","BR",64,160,"This study examined water quality improvements at two bioretention cells in Maryland. The study was conducted via monitoring over a 15-month period, and evaluated total arsenic, total cadmium, chloride, total chromium, total and dissolved copper, Escherichia coli (E. coli), fecal coliform, lead, mercury, nitrogen species, oil and grease, phosphorus, total organic carbon (TOC), total suspended solids, and total zinc. Results showed that both bioretention cells effectively removed suspended solids, lead, and zinc from runoff through concentration reduction. From a load perspective, all but TOC at one cell showed pollutant reduction. Bioretention effluents exhibited good water quality for all significant pollutants except for nitrate, copper, and phosphorus in one cell, the latter two of which may be attributed to media organic matter dissolution. Copper dissolved/particulate analyses showed that significant changes in copper speciation behavior resulted from transport through the bioretention media.","Houng Li\nDavis, Allen P.","Water Quality Improvement through Reductions of Pollutant Loads Using Bioretention",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q267\",\"back\")","v":"back"}]
[{"$f":"B162&C162","v":"BC53"},"BC",53,161,"The objectives of this project were to document the performance and whole-life costs of BMPs and sustainable urban drainage systems (SUDS). The water-quality performance of the selected BMPs/SUDS was determined from a survey of the literature and an analysis of the International BMP Database. The relative hydraulic performance of individual facilities as well as treatment trains was determined through computer modeling of their behavior for observed events, design storms, and 5 years of stochastically generated rainfall data in areas with different soil types and rainfall patterns. An extensive survey of the experience of U.S. agencies with BMPs was conducted to document differences in cost and maintenance requirements as a function of climate and other factors. A whole-life cost model was developed in a spreadsheet framework to allow calculation of the expected cost of a facility based on drainage area, maintenance expectations, and other factors.","Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q273\",\"back\")","v":"back"}]
["BR34","BR",34,162,"This study investigated the effectiveness of bioretention in treating repetitive inputs of runoff. The study was conducted by using a bioretention test column and running experiments once every week for a total of 12 tests. Through all 12 repetitions, the infiltration rate remained constant. Results showed that removal efficiency for total suspended solids (TSS), oil/grease, and lead remained excellent (>99%) for every test. Total phosphorus removal efficiency increased from 47% for the first test to 68% by the twelfth test. For ammonium, the system removal efficiency ranged from 2.3% to 23%. Effluent nitrate concentration became higher than the influent concentration during the first 28 days and removal efficiency ranged from 9% to 20% afterward. Overall, long-term effectiveness of a bioretention column employed for runoff quality improvement was confirmed.","Hsieh, C.H.\nDavis, A.P. ","Multiple-event study of bioretention for treatment of urban storm water runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q274\",\"back\")","v":"back"}]
["bmp37","bmp",37,163,"Continuous simulation using EPA-SWMM was performed to evaluate regional differences in hydrologic and water quality performance of wet-weather controls. Controls were characterized as being limited by peak inflow rate (i.e., any device with little or no storage, such as screens, filters, and some proprietary devices) or by storage capacity (e.g., ponds, tanks). For flow-limited devices, results are presented as percentages of annual runoff volume captured (passing through the device) for a given inflow capacity. For storage-limited devices, results are presented as percentages of annual runoff volume captured as a function of unit basin size and drawdown (drain) time, and as a percentage of total suspended solids captured, for the same two variables. Regional differences were apparent and appear related to variations in rainfall patterns. ","Huber, W. C.; Wells, W. J.; Besaw, I. K.; Leinsenring, M. A.","Hydrologic Regionalisation Impacts on Wet-Weather Control Selection",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q275\",\"back\")","v":"back"}]
["BR13","BR",13,164,"This controlled experiment evaluated various soil amendments to increase nitrate removal in bioretention facilities. The study evaluated two organic substrate mixes (alfalfa, newspaper, and leaf mulch compost; sawdust, wood chips, and wheat straw) as well as an inorganic substrate (sulfur and lime). Results showed that, based on total nitrogen removal and other water quality characteristics, newspaper and wood chips are the best candidates out of the organic substrates. The size of the sulfur particles affected nitrate removal by the inorganic substrate, with smaller particles significantly outperforming larger particles.","Huhno Kim\nSeagren, Eric A.\nDavis, Allen P.\n","Engineered Bioretention for Removal of Nitrate from Stormwater Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q276\",\"back\")","v":"back"}]
["BR49","BR",49,165,"This study monitored runoff reduction from a 19.4 m long reinforced concrete level spreader upslope of a 900 m2 mixed grass/weed vegetated filter strip. The study was conducted from November 2005 to January 2007 in Charlotte, N.C. Of the 23 monitored events, only 3 produced outflow. All events that produced outflow exceeded 40 mm of precipitation. Cumulative volume reduction associated with the events was 85%, which compares favorably to other low-impact development (LID) structural practices tested in the region.","Hunt, W. F.\nHathaway, J. M.\nWinston, R. J.\nJadlocki, S. J.","Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q277\",\"back\")","v":"back"}]
["BR14","BR",14,166,"This study evaluated three bioretention field sites in North Carolina for pollutant removal abilities and hydrologic performance. Two of the sites had high annual total nitrogen mass removal rates (40% reduction each) and the third varied between 75% and 13%. The third also showed annual mass removal of zinc, copper, and lead at 98%, 99%, and 81%, respectively. All high mass removal rates were due to a substantial decrease in outflow volume. Fill media selection is critical for total phosphorus removal, as fill media with a low P-index and relatively high cation exchange capacity (CEC) appeared to remove phosphorus much more readily.","Hunt, W. F.\nJarrett, A. R.\nSmith, J. T.","Evaluating Bioretention Hydrology and Nutrient Removal at Three Field Sites in North Carolina",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q278\",\"back\")","v":"back"}]
["BR44","BR",44,167,"This study assessed the pollutant removal and peak flow mitigation of a bioretention area in Charlotte, N.C., from 2004 to 2006. The study was conducted by analyzing flow-weighted, composite water quality samples for total Kjeldahl nitrogen (TKN), ammonium, nitrate, total phosphorus (TP), total suspended solids (TSS), 5-day biochemical oxygen demand (BOD5), copper (Cu), zinc (Zn), iron (Fe), lead (Pb), fecal coliform, and Escherichia coli (E. coli). Results show that there were significant reductions (p<0.05) in the concentrations of TN, TKN, NH4-N, BOD-5, fecal coliform, E. coli, TSS, Cu, Zn, and Pb. Iron concentrations significantly increased (p<0.05). Nitrate concentrations were essentially unchanged. The peak outflow of the bioretention cell for 16 storms with less than 42 mm of rainfall was at least 96.5% less than the peak inflow, with a mean peak flow reduction being 99%. These results indicated that in an urban environment, bioretention systems can reduce concentrations of most target pollutants, including pathogenic bacteria indicator species.","Hunt, W. F.\nSmith, J. T.\nJadlocki, S. J.\nHathaway, J. M.\nEubanks, P. R.","Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q279\",\"back\")","v":"back"}]
["vf6","vf",6,168,"Level spreader-vegetated filter strip systems can be implemented in locations where a seasonally high water table would restrict the use of other practices. A 19.4 m long reinforced concrete level spreader upslope of a 900-square-meter mixed grass/weed vegetated filter strip was monitored for runoff reduction for 23 precipitation events. Because of its simple design, construction, and maintenance, and its ability to be sited in locations with otherwise restrictive SHWTs, level spreader-vegetated filter strips may be a valuable low-impact development (LID) practice. ","Hunt, W. F.; Hathaway, J. M.; Winston, R. J.; Jadlocki, S. J.","Runoff Volume Reduction by a Level Spreader - Vegetated Filter Strip System in Suburban Charlotte, N.C.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q280\",\"back\")","v":"back"}]
["bmp15","bmp",15,169,"The effectiveness of BMPs at preventing erosion and controlling stormwater and sediment runoff in developing catchments in the Reedy River (South Carolina) watershed was evaluated from 2004 to 2005. Catchment-normalized stormwater runoff and event mean concentrations and cumulative mass loads of selected pollutants were compared among four catchments exhibiting similar rainfall, soil, and geographic characteristics but undergoing varying degrees of development. Area-normalized maximum stream discharges during storm events were generally higher for the developing versus undisturbed catchments. Similarly, mean concentrations and mass loads of total suspended solids (TSS) were consistently higher for the developing versus undisturbed catchments. TSS and other selected pollutants in stormwater runoff from the developing catchments often exceeded water quality criteria. The study results indicated that erosion prevention and sediment control goals were not being met. Possible explanations for this include BMPs that have not been properly designed or located, are not the correct type, are insufficiently numerous, and/or have not been adequately maintained. ","Hur, J.; Schlautman, M. A.; Templeton, S. R.; Karanfil, T.; Post, C. J.; Smink, J. A.; Song, H.; Goddard, M. A.; Klaine, S. J.; Hayes, J. C.","Does Current Management of Storm Water Runoff Adequately Protect Water Resources in Developing Catchments",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q281\",\"back\")","v":"back"}]
["biofilt26","biofilt",26,170,"This paper assesses stormwater phosphorus (P) removal relative to total % cover, number, size, and configuration of detention ponds and biofilters. Two approximately 200-acre (80-hectare) industrial and institutional sites were used. The total maximum daily load (TMDL) target of 65% removal was met by a single pond covering 5% of the site and by several multi-pond or biofilter arrangements with coverage ranging from 5% to 10%. A stringent water quality goal of 75% P-reduction was also attained with certain consolidated and dispersed pond and biofilter designs. A 75% P-reduction was also attained with certain consolidated and dispersed pond and biofilter designs. Configuration of treatment landscapes appeared to be more important than total treatment area. Results were generally similar for the large institutional and industrial sites. ","Hurley, Stephanie E.; Formann, Richard T. T.","Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q283\",\"back\")","v":"back"}]
[{"$f":"B172&C172","v":"permpave12"},"permpave",12,171,"The stormwater runoff and infiltration performance of permeable pavements has been systematically evaluated within an intensive monitoring program. The primary objective of the investigation was to generate a broad database, which enables the development of an advanced simulation module for urban drainage modeling. The results represent a reliable and comprehensive database that allows profound conclusions and substantial recommendations. ","Illgen, M; Harting, K; Schmitt, T; Welker, A","Runoff and Infiltration Characteristics of Pavement Structures - review of an extensive monitoring program",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q284\",\"back\")","v":"back"}]
[{"$f":"B173&C173","v":"BC37"},"BC",37,172,"This workbook contained a brief overview of nonstructural BMP studies included in the International Stormwater BMP Database. The nonstructural studies included in the database were conducted in the late 1970s and early 1980s as part of the National Urban Runoff Program (NURP). Studies focused on catch basin cleaning and street sweeping. The Project Team welcomes submission of new nonstructural BMP performance studies into the database.","International Stormwater BMP Database","Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database ",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q286\",\"back\")","v":"back"}]
["SG3","SG",3,173,"From the Urban Water Resources Research Council of the American Society of Civil Engineers (under a cooperative agreement with the U.S. Environmental Protection Agency) comes the National Stormwater BMPs Database. Information provided comes from over 190 BMP studies conducted over the past 15 years and, once accessed, can be viewed, printed, or exported as needed. ","International Stormwater BMP Database","The National Stormwater Best Management Practices Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q287\",\"back\")","v":"back"}]
["WST11","WST",11,174,"A national stormwater BMP data clearinghouse continues to screen and post new BMP data to the database, as well as respond to inquiries from the public. An overview of both of the database software and results of the data evaluation were provided in this paper.","J. Clary; B. Urbonas, J. Jones; E. Strecker; M. Quigley; J. O'Brien","Developing, Evaluating, and Maintaining a Standardized Stormwater BMP Effectiveness Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q288\",\"back\")","v":"back"}]
["2sweep15","2sweep",15,175,"This report presented the findings of the Nationwide Urban Runoff Program related to street sweeping. The results showed that street sweeping does not appear to be effective in reducing end-of-pipe urban runoff pollution loads. Under favorable conditions, reduction of about 30% can be expected, but more typical performance is in the 10% to 30% range. For certain constituents such as lead, where street surfaces are the overwhelming sources, street sweeping can control well of 50% of the loads. ","J. D. Sartor; D. R. Gaboury","Street Sweeping as a Water Pollution Control Measure: Lessons Learned over the Past Ten Years",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q289\",\"back\")","v":"back"}]
["2CB7","2CB",7,176,"This study examined the chemical characterization of sediments accumulated in catch basins and stormwater ponds to assess risks associated with management of these sediments upon removal, including pollutant leachability risk. The 15-month study involved more than 150 residual samples from 77 catch basin units and 22 stormwater ponds from 16 municipalities in Florida. Concentrations of metals and metalloids (arsenic, barium, cadmium, chromium, copper, lead, mercury, nickel, selenium, silver, and zinc) and trace organics (volatile organics, semi-volatile organics, herbicides, and pesticides) in the sediments were measured and compared to Florida soil cleanup target levels to assess potential human health risks of beneficial use of these residuals through land application. Leached concentrations were compared to Florida groundwater cleanup target levels to examine the potential for groundwater contamination. The results suggest that these residuals are not expected to pose a significant threat to human health or the environment when land-applied or beneficially used.","Jang, Yong-Chul; Jain, Pradeep; Tolaymat, Thabet; Dubey, Brajesh; Singh, Shrawan; Townsend, Timothy","Characterization of Roadway Stormwater System Residuals for Reuse and Disposal Options",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q290\",\"back\")","v":"back"}]
[{"$f":"B178&C178","v":"BC41"},"BC",41,177,"This article presented catch basin bacteria monitoring data from Newport Beach, California. Stormwater slime layers have been found to have high bacterial concentrations, which could lead to gastrointestinal viruses of people using the receiving waters for recreation. The article made the case for street sweeping and catch basin cleaning as a means to prevent bacteria growth in stormwater collection systems. ","John F. Skinner, Joseph Guzman, John Kappeler","Regrowth of Enterococci & Fecal Coliform in Biofilm",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q291\",\"back\")","v":"back"}]
[{"$f":"B179&C179","v":"BC19"},"BC",19,178,"This presentation gave an overview of BMP basics, an introduction to the new BMP database Web site, and tips for implementing BMPs in a stormwater program.","Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency","BMP Performance\nWebcast",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q298\",\"back\")","v":"back"}]
["BR5","BR",5,179,"A study was conducted in western North Carolina to examine the effect of bioretention areas on runoff temperature. Smaller bioretention areas, with respect to the size of their contributing watershed, were able to significantly reduce both maximum and median water temperatures between the inlet and outlet. The larger bioretention areas were able to significantly reduce maximum water temperatures only between the inlet and outlet; however, these systems showed evidence of substantial reductions in outflow quantity, effectively reducing the thermal impact. Effluent temperatures still were above ideal levels during the peak summer months. Effluent temperatures decreased with soil depth. A drain depth between 90 and 120 cm should result in cooler effluent.","Jones, Matthew P. \nHunt, William F.","Bioretention Impact on Runoff Temperature in Trout Sensitive Waters",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q299\",\"back\")","v":"back"}]
["sweep3","sweep",3,180,"In this paper, several previous street sweeping studies were reevaluated using statistical power analysis. Two-group, independent-sample one-sided t-test power analyses were performed using log-transformed event mean concentrations (EMCs) of total suspended solids, suspended sediment concentration or chemical oxygen demand. The effect size between the two groups was estimated using the sweepers' pick-up efficiency, which showed that the failure to detect the difference between mean EMCs of the two sample groups (i.e., unswept and swept groups) is likely due to limited sample numbers. ","Joo-Hyon Kang\nStenstrom, Michael K","Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q300\",\"back\")","v":"back"}]
[{"$f":"B182&C182","v":"BC30"},"BC",30,181,"The Hampton Roads Planning District Commission (HRPDC) has been working with the region’s 16 localities since 1996 to develop a regional stormwater management program. The program focuses on activities that support the permit compliance efforts of the six communities with Virginia Pollutant Discharge Elimination System (VPDES) Stormwater System Permits, technical assistance to the region’s non-permitted communities, and regional education and training to support all of the communities. Ten indicators were developed to measure the overall success of local programs. The proposed Permit Modification was submitted by each of the permitted localities and was incorporated by the Virginia Department of Environmental Quality into the reissued VPDES Stormwater Permits.","Julia B. Hillegass","Using An Indicators Database To Measure Stormwater Program Effectiveness In Hampton Roads",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q301\",\"back\")","v":"back"}]
[{"$f":"B183&C183","v":"JAWRA2"},"JAWRA",2,182,"This article evaluates the impacts of state and local governmental measures, particularly storm drainage regulations, on stormwater management.  The authors surveyed 956 local government staff across the U.S.  The article inlcudes several case studies.","Kaiser, Edward J.; Burby, Raymond J.","Emerging State Roles in Urban Stormwater Management",null,null,null,{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q302\",\"back\")","v":"back"}]
["construc25","construc",25,183,"The performance of four sedimentation basins (SBs) at a Pennsylvania Department of Transportation I-99 highway construction site was evaluated based on their particle removal ability. Suspended solids data from the basins indicated poor particle removal, peaks in suspended solid concentration that correlated with rainfall peaks, and possibility of sediment resuspension. This paper presents a methodology for developing an integrated design for SBs, applying rainfall probability plots to determine an appropriate basin settling volume. The revised universal soil loss equation is used to identify sediment zone volume, and an overflow rate is determined to design basin surface area. ","Kalainesan, Sujaya; Neufeld, Ronald D.; Quimpo, Rafael; Yodnane, Precha.","Integrated Methodology of Design for Construction Site Sedimentation Basins",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q303\",\"back\")","v":"back"}]
["bmp58","bmp",58,184,"This 1-year study evaluated the performance of sedimentation basins (SBs) based on basin inlet and outlet water samples. Outlet total suspended solids (TSS) were sometimes higher than the inlet TSS concentration, suggesting sediment re-suspension. In general, SBs managed high flows during wet weather events, but were not effective in capturing particulates. This paper discusses the need for BMPs for the design of SBs that reflect contemporary concerns for management of particle removal and to control the release of particulate-bound metals. ","Kalainesan, Sujaya; Neufeld, Ronald D.; Quimpo, Rafael; Yodnane, Precha.","Sedimentation Basin Performance at Highway Construction Sites",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q304\",\"back\")","v":"back"}]
["SG8","SG",8,185,"Ballona Creek, a major urban storm drain in Los Angeles, California, is used to illustrate the practicality of the benefit-cost evaluation. In this case, benefit-cost analysis is found to be useful for evaluating and understanding stormwater management alternatives despite the uncertainties in characterizing stormwater quality and the effects of stormwater management on improving receiving water quality.","KALMAN O, LUND JR, \nLEW DK, LARSON DM.","Benefit-Cost Analysis of Stormwater Quality, Improvements",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q305\",\"back\")","v":"back"}]
[{"$f":"B187&C187","v":"BC6"},"BC",6,186,"This study evaluated two wet detention ponds for their ability to remove phosphorus, total suspended solids (TSS), and metals from mixed commercial/residential runoff during winter 1996–97. One pond was designed for flow attenuation as well as water quality treatment, the other served only to improve water quality. Pollutant removals varied between a fifth to a half for phosphorus, and greater than half for TSS and most of the analyzed metals. Removal efficiencies were consistently better in the pond designed primarily for water quality.","Karen J. Comings, Derek B. Booth, ASCE Member,\nand Richard R. Horner, ASCE Member","Stormwater Pollutant Removal by Two Wet Ponds in Bellevue, Washington",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q306\",\"back\")","v":"back"}]
[{"$f":"B188&C188","v":"pollutant5"},"pollutant",5,187,"Water quality at two Florida beaches was compared using fecal indicator bacteria measurements, microbial source tracking (MST) methods for detecting human source pollution, and the assessment of pathogen presence. These data indicate that infrastructure remediation significantly reduced pollution from human sewage at the impacted beach. A comprehensive microbial water quality study that can identify contamination sources through the use of MST markers and close collaboration with local and state agencies can result in tangible actions to improve recreational water quality and safety. ","Korajkic, A.\nBrownell, M. J.\nHarwood, V. J.","Investigation of human sewage pollution and pathogen analysis at Florida Gulf coast Beaches",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q307\",\"back\")","v":"back"}]
["2CB9","2CB",9,188,"In this study, six commercially available catch basin inserts (CBIs) were installed and monitored at sites along highways in Westchester County that are under the jurisdiction of the New York State Department of Transportation. The study focused on the CBI installation characteristics, durability, and maintenance of the catch basin inserts, as well as whether the inserts can be conveniently, safely, and economically installed and maintained. The CBIs were the Ultra-Urban® Filter, StreamGuard Passive Skimmer, StreamGuard Catch Basin Insert, FloGard Filter, Hydro-Kleen Filtration System, and Silt Sack.","Kostarelos, Konstantinos; Khan, Eakalak; Callipo, Nazzareno; Velasques, Jennifer","Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q308\",\"back\")","v":"back"}]
["vf3","vf",3,189,"In this study, six commercially available catch basin inserts (CBIs) were installed and monitored at sites along highways in Westchester County that are under the jurisdiction of the New York State Department of Transportation. The study focused on the CBI installation characteristics; durability and maintenance of the CBIs; as well as whether the CBIs can be conveniently, safely, and economically installed and maintained. ","Kostarelos, Konstantinos; Khan, Eakalak; Callipo, Nazzareno; Velasquez, Jennifer; Graves, Dave","Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q309\",\"back\")","v":"back"}]
["CB6","CB",6,190,"This study examined the effectiveness of retention ponds for removal of microbial contaminants. The study was conducted by tracking the concentrations and partitioning behavior of three indicator organisms (fecal coliform, Escherichia coli [E. coli], and enterococci) at several locations in the transport chain and also explored the impacts of partitioning on wet pond removal efficiency. Results suggested that microbial-particle association is primarily initiated at upland sources and the degree of microbial partitioning does not vary greatly throughout the transport chain. Therefore, treatment ponds will likely be most effective if located near upland contaminant sources. The ponds showed some evidence of preferentially removing particle-associated fecal coliform and E. coli, suggesting that sedimentation is a key removal process. However, the overall reduction in indicator bacteria was less than expected.","Krometis, Leigh-Anne H.; Drummey, Patricia N.; Characklis, Gregory W.; Sobsey, Mark D.","Impact of Microbial Partitioning on Wet Retention Pond Effectiveness",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q310\",\"back\")","v":"back"}]
["JAWRA9","JAWRA",9,191,"A pervious concrete infiltration basin was installed on the campus of Villanova University in August 2002. A study was undertaken to determine what contaminants, if any, were introduced to the soils underlying the site as a result of this BMP. Samples were collected from soil water during 17 storm events and analyzed for copper, suspended solids, nutrients, pH, and chloride. The monitoring results indicated that with proper siting, an infiltration BMP will not adversely impact the groundwater.","Kwiatkowski, Michael; Welker, Andrea L.; Traver, Robert G.; Vanacore, Megan; Ladd, Tyler","Evaluation of an Infiltration Best Management Practice Utilizing Pervious Concrete",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q311\",\"back\")","v":"back"}]
["2sweep14","2sweep",14,192,"This study evaluated the effectiveness of the pollution control measures at five transportation maintenance facilities. Most of the control measures were operational practices or employee procedures, rather than structural facility modifications or devices to remove pollutants. Implementation of such measures is difficult to enforce or verify, and evidence from the case study facilities suggested that measures are unevenly implemented and unequally effective at controlling stormwater pollutants.","L Donald Duke; Y. Jae Chung","Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q313\",\"back\")","v":"back"}]
["BR58","BR",58,193,"This study compared the potential for removal of microorganisms from stormwater by both conventional bioretention media (CBM) and iron-oxide coated sand (IOCS). The study was conducted using column studies and simulated urban stormwater runoff. CBM removed 82% of Escherichia coli (E. coli) while IOCS significantly enhanced capture, with 99% efficiency. However, trapped Escherichia coli (E. coli) cells decayed more rapidly in CBM, with more than 99.98% die-off within 1 week, compared with the IOCS, in which approximately 48% of trapped cells survived. Protozoan grazing appeared to play an important role, with the die-off of trapped E. coli increasing with increasing concentrations of protozoa. ","Lan Zhang\nSeagren, Eric A.\nDavis, Allen P.\nKarns, Jeffrey S.","The Capture and Destruction of Escherichia coli from Simulated Urban Runoff Using Conventional Bioretention Media and Iron Oxide-coated Sand",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q314\",\"back\")","v":"back"}]
[{"$f":"B195&C195","v":"BC49"},"BC",49,194,"This guidance document was developed to assist stormwater program managers in designing and conducting program effectiveness assessments using a range of assessment methods. The guidance document also described how to use these methods based on program-specific desired outcomes and goals.","Larry Walker Associates, Inc. (LWA) and EOA, Inc.","Municipal Stormwater Program Effectiveness Assessment Guidance Industrial/Commercial",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q315\",\"back\")","v":"back"}]
["2CB6","2CB",6,195,"This study examined the ability of catch basin inserts to remove trash and debris, suspended solids, oil, and grease from stormwaters. The study was conducted using bench- and full-scale devices under both laboratory and field conditions. The results presented in the paper should provide a basis for future insert development and application.","Lau, S. -L.; Khan, E.; Stenstrom, M.K.","Catch Basin Inserts to Reduce Pollution from Stormwater",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q316\",\"back\")","v":"back"}]
[{"$f":"B197&C197","v":"BC63"},"BC",63,196,"The research project report provided information to support pollutant removal efficiencies for street sweeping and storm drain cleanout practices for the Chesapeake Bay watershed. The monitoring program included water quality and flow, bedload, first flush, precipitation, source area street particulate matter, and storm drain inlet accumulation and chemical characterization. An insufficient number of samples were collected during the study period to statistically detect differences in the street sweeping treatment on water quality. A conceptual model was developed to provide pollutant removal efficiencies for total solids (TS), total nitrogen (TN), and total phosphorus (TP) for street sweeping and storm drain cleanout practices. The range in pollutant removal rates from street sweeping for TS, TP, and TN are: 9%–31%, 3%–8%, and 3%–7%, respectively. The lower end represents monthly street sweeping by a mechanical street sweeper, while the upper end characterizes the pollutant removal efficiencies using a regenerative air/vacuum street sweeper at weekly frequencies. For annual and semiannual catch basin cleaning, the estimate pollutant removal efficiencies for TS, TP, and TN range from 18%–35%, less than 1%–2%, and 3%–6%, respectively.","Law, Neely L; DiBlasi, Katie; Ghosh, Upal","Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q318\",\"back\")","v":"back"}]
["biofilt12","biofilt",12,197,"This study aimed to improve hydraulic performance of biofilters, given that there are numerous cases of infiltration devices failing after a few years of operation. Experiments were conducted in the field to evaluate the performance of existing systems, and in the lab to understand the factors that influence hydraulic behavior over time. The field experiments showed that 43% of tested systems are below nominal Australian guidelines for hydraulic conductivity. Influences of the size of the biofilter relative to its catchment and the importance of the type of media, on the evolution of hydraulic conductivity, were examined. The study found that the volume of stormwater (i.e., an expression of the catchment: biofilter area ratio) and media type (presence of vermiculite, or organic matter) affected the evolution of hydraulic conductivity with time.","Le Coustumer, S.; Fletcher, T. D.; Deletic, A., Barraud, S.","Hydraulic Performance of Biofilters for Stormwater Management: First Lessons from both Laboratory and Field Studies",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q319\",\"back\")","v":"back"}]
["biofilt28","biofilt",28,198,"This article focused on the concentration of heavy metals found in the soil of an infiltration basin. Two sampling events were conducted 10 months apart, with 200 samples analyzed for copper, lead, and zinc. High concentrations were measured at the surface of the system. Zinc was the most mobile within the soil. Higher concentrations were observed in the oldest part of the system and in the most frequently inundated areas. The study suggests that sediment scraping to remove metals should focus on the most frequently inundated areas.","Le Coustumer, S.; Moura, P.; Barraud, S.; Clozel, B.; Varnier, J.-C.","Temporal Evolution and Spatial Distribution of Heavy Metals in a Stormwater Infiltration Basin - Estimation of the Mass of Trapped Pollutants",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q320\",\"back\")","v":"back"}]
["bmp35","bmp",35,199,"This study evaluated the long-term performance of stormwater biofilters by measuring their hydraulic conductivity. The study found that most systems are over-sized such that their detention storage volume compensates for reduced media conductivity. The initial specified hydraulic conductivity turned out to be the critical determinant of long-term hydraulic behavior. Therefore, strict attention must be paid to the specification of original filter media to ensure that it satisfies design requirements. ","Le Coustumer, Sebastien; Fletcher, Tim D.; Deletic, Ana; Barraud, Sylvie; Lewis, Justin F.","Hydraulic Performance of Biofilter Systems For Stormwater Management: Influences of Design and Operation",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q321\",\"back\")","v":"back"}]
["JAWRA4","JAWRA",4,200,"This paper discussed a dynamic, compartmental simulation model (WETLAND) that was developed for the design and evaluation of constructed wetlands to optimize nonpoint source (NPS) pollution control. The model was calibrated and validated using limited data from a free-water surface (FWS) wetland located at Benton, Kentucky. The model was used to design a hypothetical constructed wetland in a sub-watershed of the Nomini Creek watershed, located in Virginia. Two-year simulations were completed for five separate wetland designs. Predicted percent reductions in 5-day biochemical oxygen demand (BOD5) (4% to 45%), total suspended solids (85% to 100%), total nitrogen (42% to 56%), and total phosphorous (38% to 57%).","Lee, Erik R.; Mostaghimi, Saied; Wynn, Theresa M.","A Model To Enhance Wetland Design and Optimize Nonpoint Source Pollution Control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q322\",\"back\")","v":"back"}]
[{"$f":"B202&C202","v":"LID22"},"LID",22,201,"An innovative flow measurement system was designed and tested for monitoring of an interconnected system of underdrained low-impact development (LID) components forming a site management strategy. The monitoring system is well suited for high-resolution temporal monitoring and provides important information for evaluating LID component performance. ","LeFevre, Nancy-Jeanne Bachmann; Watkins Jr., David W.; Gierke, John S.; Brophy-Price, Jennifer","Hydrologic Performance Monitoring of an Underdrained Low-Impact Development Storm-Water Management System",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q323\",\"back\")","v":"back"}]
["bmp24","bmp",24,202,"In this study, a stormwater wetland constructed in the coastal plain of North Carolina was evaluated for water quality and hydrologic performance. The wetland reduced peak flows and runoff volumes by 80% and 54%, respectively. Flow and water quality monitoring showed load reductions of 35%, 41%, 42%, 36%, 47%, 61%, and 49% for total Kjeldahl nitrogen (TKN), nitrate, ammonium, total nitrogen (TN), total phosphorus (TP), orthophosphate, and total suspended solids (TSS), respectively. The study concluded that stormwater wetlands in sandier soils should be considered a low impact development tool and that pollutant concentration alone should not be used to assess performance.","Lenhart, Hayes A.; Hunt, William F.","Evaluating Four Storm-Water Performance Metrics with a North Carolina Coastal Plain Storm-Water Wetland",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q324\",\"back\")","v":"back"}]
[{"$f":"B204&C204","v":"BC44"},"BC",44,203,"The development of SUSTAIN represents an intensive effort by the U.S. EPA to create a tool for evaluating, selecting, and placing BMPs in an urban watershed on the basis of user-defined cost and effectiveness criteria. SUSTAIN provides a public domain tool capable of evaluating the optimal location, type, and cost of stormwater BMPs needed to meet water quality goals. SUSTAIN incorporates the best available research that could be practically applied to decision making, including the tested algorithms from SWMM, HSPF, and other BMP modeling techniques. Linking those methods into a seamless system provides a balance between computational complexity and practical problem solving. SUSTAIN is able to evaluate management practices at multiple scales, ranging from individual BMPs to watershed applications.","Leslie Shoemaker, Ph.D.\nJohn Riverson Jr.\nKhalid Alvi\nJenny X. Zhen, Ph.D., P.E.\nSabu Paul, Ph.D., P.E.\nTeresa Rafi","SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q325\",\"back\")","v":"back"}]
["BR31","BR",31,204,"This study investigates hydrologic performance at six bioretention cells (of varying sizes and depths) in Maryland over 10–15 month periods. The study was conducted by recording inflow and outflow of these cells for 22 to 46 storm events. Results indicate that bioretention facilities can achieve substantial hydrologic benefits through delaying and reducing peak flows and decreasing runoff volume. A large cell media volume: drainage area ratio, and adjustments to the drainage configuration appear to improve the performance. Media layer depth may be the primary design parameter controlling hydrologic performance.","Li, Houng\nSharkey, Lucas J.\nHunt, William F.\nDavis, Allen P.","Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q326\",\"back\")","v":"back"}]
["SG7","SG",7,205,"Fifteen storm events were monitored at three sites from the diesel bus loop to determine spatial and temporal variations of dissolved and total metal concentrations in the stormwater runoff. The dissolved metal concentrations were compared with the provincial government discharge criteria and the bus loop stormwater quality was also compared with previous studies conducted across the Greater Vancouver Regional District (GVRD) urban area. The catch basin filter performance improved significantly for the suspended solids and total metal removal after cleaning. However, the perlite filter medium showed poor performance for dissolved metal removal in the second study period. Based on the findings, a catch basin filter is effective in stormwater management to control suspended solids loading from stormwater runoff.","Li, T.; Hall, K.; Li, L. Y.; Schreier, H.","Trace Metals in Urban Stormwater Runoff and their Management",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q327\",\"back\")","v":"back"}]
["2sweep10","2sweep",10,206,"This study examined the heavy metal contamination in sediments from stormwater retention ponds, roadside swales, and street sweepings, and the factors that affect this contamination. Results show that pond and swale sediments are more polluted with heavy metals than natural soils, but street sweepings are not. This can be explained by the high clay contents of sediments in ponds and swales and the very low clay content of sweepings. Also particle size distribution of the sediments depends on differential erosion processes of natural soils, land use, and technical limitations of street sweepers. Within a given type of land use, heavy metal concentrations in pond sediments increase with age.","Liebens, J.","Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q330\",\"back\")","v":"back"}]
["PSC32","PSC",32,207,"A mass balance approach was used to assess the treatment performance of a vegetated roof located on the City Hall in Waterloo, Ontario. The vegetated and control roof sections were instrumented to measure precipitation, storage, and outflow for 18 storm events from June to October 2006. Concentrations of suspended solids (SS), total phosphorus (TP), soluble reactive phosphorus (SRP), copper (Cu), zinc (Zn), chromium (Cr), and cadmium (Cd) in precipitation and roof (vegetated and control) runoff were measured. The vegetated roof retained 80.1% of precipitation for storm events ≤3.5 mm, and 34.9% for storm events >3.5 mm. Water quality from the vegetated roof did not show significant improvement as only Zn concentrations were significantly lower than that measured in runoff from the control roof. Concentrations of SS, Cu, Cr and Cd in vegetated roof runoff were relative to concentrations in rainfall and control roof runoff and TP and SRP concentrations were significantly higher than that in rainfall or control roof runoff.","Linden, Kyle Vander\nStone, Micheal\n","Treatment Performance of an Extensive Vegetated Roof in Waterloo, Ontario",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q331\",\"back\")","v":"back"}]
["BR41","BR",41,208,"This study assessed the pollutant removal efficiency of a bioretention area and a level spreader-grass filter strip implemented at North Carolina highway facilities. The study was conducted by monitoring inflow, outflow, and onsite rainfall for at least 13 storm events. All samples were analyzed for solids, turbidity, and nitrogen and phosphorus forms and selected samples were analyzed for metals. Results showed that the level spreader-grass filter strip had the best overall efficiency with load reduction efficiencies in all pollutants ranging from 24% to 83% and the highest reduction for total suspended solids (TSS). Much of the efficiency of this BMP can be attributed to the 49% reduction in runoff volume from inflow to outflow. Pollutant reduction efficiencies for the bioretention area ranged from −254% to 76% with the highest reduction for TSS. The lowest or large negative efficiency was for nitrate+nitrite nitrogen (NO2+3–N). Statistical analyses suggested that all of the mass reductions for the grass filter strip and many of those for the bioretention area were significant.","Line, D. E.\nHunt, W. F.","Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q333\",\"back\")","v":"back"}]
[{"$f":"B210&C210","v":"BR43"},"BR",43,209,"This study researched whether amending bioretention mesocosms with different media can improve phosphorus (P) retention for longer durations. The study was conducted by amending mesocosms with media containing with red mud (RM), a by-product of bauxite processing; water treatment residuals (WTRs), a by-product of water treatment; or Krasnozem soil (K), a highly aggregated clay soil. All treatments were vegetated except for one (K20nv). To simulate the effect of long-term nutrient loads, the mesocosms were loaded weekly with secondary treated effluent with P concentrations for 110 weeks. Results showed vegetated media amended with P-sorbing materials can effectively reduce long-term P loads from stormwater. After 110 weeks of effluent loads, or the equivalent of nearly 5 decades of bioretention loads, the K40 treatment still demonstrated excellent P retention. Both RM treatments were less effective during the overall loading regime. This is attributable to these systems leaching considerable quantities of P during initial establishment, which would tend to discourage the use of RM in many circumstances.","Lucas, William C.\nGreenway, Margaret","Phosphorus Retention by Bioretention Mesocosms Using Media Formulated for Phosphorus Sorption: Response to Accelerated Loads",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q334\",\"back\")","v":"back"}]
["BR37","BR",37,210,"This study investigated the retention of dissolved nutrients by vegetated and nonvegetated bioretention systems. The study was conducted using 30 well-established bioretention mesocosms with three media types (pea gravel, sand, and loamy sand). Half were vegetated with shrubs/grasses, while the other half had no vegetation (barren). The mesocosms were dosed with synthetic stormwater and tertiary effluent with high nutrient loads over a total period of 50 weeks. Results showed that cumulative total phosphorus (TP) retention was 92% in the vegetated loam, 67% in the sand, and 44% in the vegetated gravel. However, TP retention by the barren media was 56% in the loam, 39% in the sand, and 14% in the gravel. Cumulative total nitrogen (TN) retention was 76% in the vegetated loam, 51% in the sand, and 40% in the vegetated gravel. In contrast, maximum TN removal by barren media was 18% in the loam. The presence of vegetation significantly increases retention in partially saturated media.","Lucas, William C.\nGreenway, Margaret ","Nutrient Retention in Vegetated and Nonvegetated Bioretention Mesocosms",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q335\",\"back\")","v":"back"}]
["WST1","WST",1,211,"Two stormwater infiltration trenches were installed in 1993 in an area in central Copenhagen. The system was monitored continuously for almost 3 years after establishment, and a small reduction in performance over that time, possibly due to clogging, was noted. A new study was conducted in 2009 to see whether the reduction in performance has continued and to determine how the system performs today. A comparison with similar analyses on storm sequences from the first 3 years of operation shows that the infiltration has decreased since the establishment of the system 15 years ago. A clogging model was fitted to the data and predictions were made for future performance. The results show that clogging and proper maintenance are important factors to consider when implementing stormwater infiltration trenches.","M. Bergman; M. R. Hedegaard; M. F. Petersen; P. Binning, O. Mark; P. S. Mikkelsen","Evaluation of Two Stormwater Infiltration Trenches in Central Copenhagen After 15 Years in Operation",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q336\",\"back\")","v":"back"}]
[{"$f":"B213&C213","v":"BC25"},"BC",25,212,"From 2005 to 2008, the U.S. Geological Survey (USGS), in a cooperative funding agreement with the Massachusetts Department of Conservation and Recreation, monitored small-scale installations of low-impact development (LID) enhancements designed to diminish the effects of storm runoff on the quantity and quality of surface water and groundwater. In addition to these small-scale installations, the USGS’s Ipswich River Basin model was used to simulate the basin-wide effects on streamflow of several changes: broad-scale implementation of LID techniques, reduced water-supply withdrawals, and water-conservation measures.","Marc J. Zimmerman, Marcus C. Waldron, Jeffrey R. Barbaro, and\nJason R. Sorenson","Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q339\",\"back\")","v":"back"}]
[{"$f":"B214&C214","v":"BC40"},"BC",40,213,"This paper study applied an economic model to green infrastructure (low-impact development [LID]) practices to assess the savings in both construction and life-cycle costs when compared to conventional infrastructure to manage runoff in suburban, urban residential, and commercial projects. The paper study also reports the effectiveness of LID in detaining flow and nutrients as compared to conventional stormwater BMPs. ","Martin Jaffe, Moira Zellner, Emily Minor, Miquel Gonzalez-Meler, Lisa Cotner, and Dean Massey,\nHala Ahmed and Megan Elberts,\nHal Sprague and Steve Wise\nBrian Miller","Using Green Infrastructure To Manage Urban Stormwater Quality: A Review Of Selected Practices And State Programs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q340\",\"back\")","v":"back"}]
["SG22","SG",22,214,"Bioswales are not currently approved for dissolved metal removal from highway stormwater. Compost amended soils have shown an increased capacity to remove dissolved metals from stormwater. This research will evaluate the effectiveness of a compost amended bioswale to remove dissolved metals from highway runoff. ","Maurer, Mark W.  ","Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q341\",\"back\")","v":"back"}]
["construc24","construc",24,215,"This study evaluated the performance of several erosion and sediment control measures during road construction: (1) the standard BMP consisting of narrow sediment traps in the ditch along with rock check dams, (2) fiber check dams (FCDs) consisting of a mix of straw wattles and coir logs, or (3) FCDs with granulated anionic polyacrylamide (PAM) added to each. Significant reductions in turbidity and total suspended solids were obtained using the FCDs, particularly those with PAM added. FCDs greatly reduced sediment loading compared to the standard BMPs. At site 1, the standard BMPs lost an average of 428 kg (944 lb) of sediment per storm event compared to just 2.1 kg (4.6 lb) for the FCDs and only and 0.9 kg (2.0 lb) for the FCDs with PAM. At site 2, the standard BMPs lost an average of 3.3 kg (7.3 lb) per storm event compared with 0.8 kg (1.8 lb) for the FCDs with PAM. The costs of the FCDs are lower than those of the standard BMPs. ","McLaughlin, R. A.; King, S. E.; Jennings, G. D.","Improving construction site runoff quality with fiber check dams and polyacrylamide",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q342\",\"back\")","v":"back"}]
["construc14","construc",14,216,"This study was conducted to determine if anionic polyacrylamide (PAM) would enhance erosion control either alone on bare soil or in combination with four types of ground covers commonly used for grass establishment: straw, straw erosion control blanket (ECB), wood fiber, and mechanically bonded fiber matrix (MBFM). The straw, ECB, and MBFM significantly reduced runoff volume, average turbidity, and total sediment lost over five rainfall events on the vegetated plots. The addition of PAM to ground covers only occasionally had significant effects on runoff parameters, although it did significantly increase vegetative coverage overall. ","McLaughlin, Richard A.; Brown, Tabitha T","Evaluation of Erosion Control Products With and Without Added Polyacrylamide",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q343\",\"back\")","v":"back"}]
["construc47","construc",47,217,"This study evaluated how soil physical and chemical properties affected flocculation by polyacrylamides (PAMs) with a variety of characteristics. Subsoil materials were collected from 13 active highway construction sites around North Carolina. In most cases, anionic PAM substantially reduced turbidity (>90%). PAM effectiveness was strongly related to the particle size distribution of the subsoil, with increasing sand content having a negative effect on turbidity reduction.","Mctaughlin, Richard A.; Bartholomew, Nathanael","Soil Factors Influencing Suspended Sediment Flocculation by Polyacrylamide",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q344\",\"back\")","v":"back"}]
[{"$f":"B219&C219","v":"construc4"},"construc",4,218,null,"Merrington , Graham; Winder, Linton; Parkinson, R.; Redman, Mark","Buffer Zones and Constructed Wetlands",null,null,null,{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q345\",\"back\")","v":"back"}]
[{"$f":"B220&C220","v":"BC68"},"BC",68,219,"Several dozen large, successful porous pavement/recharge bed installations have been in place for 20 years. These systems continue to work quite well as both parking lots and stormwater management systems. Many of these systems have outperformed their conventionally paved counterparts in terms of both parking-lot durability and stormwater management. Porous pavement durability has been attributed to a solid sub-base provided by the stone storage/infiltration bed. The report cites high removal efficiencies for total suspended solids (TSS), nutrients, metals, and bacteria. Porous pavement materials cost more but overall costs are lower due to reduced need for stormwater infrastructure materials and installation.","Michele C Adams","Porous Asphalt Pavement With Recharge Beds 20 Years and Still Working",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q346\",\"back\")","v":"back"}]
["bmp69","bmp",69,220,"This study evaluated an extended detention basin that was modified to provide batch treatment of stormwater runoff in Austin, Texas. An automated valve/controller was placed on the outlet of a detention basin, which allowed the water quality volume to be retained in the basin for a preset length of time. Statistically significant removal of total metals, chemical oxygen demand (COD), total nitrogen, total phosphorus, and total suspended solids (TSS) was observed. The modified basin had substantially better pollutant removal than conventional extended detention basins. Performance was comparable to Austin sand filters.","Middleton, John R. Barrett, Michael E.","Water Quality Performance of a Batch-Type Stormwater Detention Basin",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q347\",\"back\")","v":"back"}]
[{"$f":"B222&C222","v":"BC10"},"BC",10,221,"The goal of the Dyes Inlet Source Control project was to reduce fecal pollution from stormwater runoff. The objectives were to (1) determine the effectiveness of source control efforts to reduce bacterial levels in stormwater runoff on a site-specific basis, (2) determine the effectiveness of an intensive commercial property stormwater inspection program to reduce bacterial pollution levels in Clear Creek, and (3) determine the effectiveness of an intensive commercial property stormwater inspection program to reduce bacterial pollution levels in Dyes Inlet marine water. Statistical analysis of sampling before and after the program indicated reduced concentrations in runoff from retrofitted properties and reduced fecal coliform concentrations in Clear Creek and Dyes Inlet from the commercial inspection program.","Mindy Fohn","Bacterial Pollution Reduction in an Urban Watershed",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q348\",\"back\")","v":"back"}]
["construc39","construc",39,222,"This study used a paired watershed approach to evaluate the effectiveness of conservation practices (tree planting, ridge construction between fields and around gullies, terrace and ditch construction perpendicular to the main slope, dam construction) to reduce runoff and sediment yield from China's Loess Plateau. The conservation practices reduced cumulative runoff and sediment yield by 25% and 38%, respectively. The conservation practices also decreased the number of rainfall events that produced runoff and sediment transport (94 in the control versus 63 in treatment), and reduced the maximum discharge and maximum suspended sediment concentration. ","Mingbin Huang; Gallichand, Jacques; Pingchang Zhang","Runoff and Sediment Responses to Conservation Practices: Loess Plateau of China",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q349\",\"back\")","v":"back"}]
[{"$f":"B224&C224","v":"BC91"},"BC",91,223,"This study evaluated the frequency, quantity, and nutrient content of grass clippings blown into streets during mowing operations in six typical residential neighborhoods in Plymouth and Maple Grove, Minnesota, during 2002–06. An average of 9.4% of the residential lots had grass clippings present during each site visit. A minority of property owners (16%) were responsible for approximately half (48%) of the grass clippings. The average phosphorus concentration in the 36 grass clippings samples was 2.85 mg/Kg (2.85 ppm). On an aerial loading basis, this amounted to an average of 0.1 g/ha of phosphorus per site visit. Assuming that all clippings wash off of the street during rainfall events, they may represent 1% to 3% of the estimated annual phosphorus load. ","Minnesota Pollution Control Agency","Grass Clippings Study",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q350\",\"back\")","v":"back"}]
["BC81","BC",81,224,"This Web site detailed the stakeholder input and stormwater workgroup proceedings of the Minimal Impact Design Standards work group. It provided meeting notes, a calendar of events, resources, and associated studies. ","Minnesota Pollution Control Agency","Minimal Impact Design Standards (MIDS): Enhancing stormwater management in Minnesota",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q351\",\"back\")","v":"back"}]
[{"$f":"B226&C226","v":"BC92"},"BC",92,225,"This study evaluated the performance of a rain garden retrofitted in a commercial area (office campus). Samples were collected during 28 storms over a 5-month period in 2005. The data collected from the monitoring sites was used to calibrate a P8 model to mimic flow and nutrient loading conditions that were observed during the sampling interval. The model was used to simulate potential nutrient loading and determine nutrient removal efficiencies for variations in precipitation conditions and to estimate annual removal efficiencies. The rain garden was estimated to reduce total phosphorus and total nitrogen loads by 75% and 70%, respectively. It was also efficient at removing total suspended solids. ","Minnesota Pollution Control Agency","Three Rivers Park District Administration Center Rain Garden",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q352\",\"back\")","v":"back"}]
["bmp66","bmp",66,226,"This article presented several observations related to the structure of the International Stormwater BMP Database. The authors provided a number of recommendations for improving the BMP database and interpreting the data. ","Minton, Gary R.","Use of International Stormwater BMP Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q353\",\"back\")","v":"back"}]
["bmp62","bmp",62,227,"The article described how street dirt sampling could be used to measure the effectiveness of nonstructural BMPs such as homeowner education on pesticide and fertilizer use, cleaning of public and private drain inlet sumps, street sweeping, use of brake drums with less copper, and pickup of dog feces. The authors suggested that collecting and evaluating street dirt has many advantages over collecting water at outfalls (e.g., cheaper, lower expertise and equipment requirements, lesser constraints on sampling procedures and analytical holding times, maybe safer). Street dirt data can also be used to directly evaluate the cost and cost-effectiveness of BMPs such as sump cleaning and street sweeping. The authors recommended additional studies to evaluate and refine the street dirt sampling approach.","Minton, Gary; Sutherland, Roger \n","Street Dirt",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q354\",\"back\")","v":"back"}]
["CB1","CB",1,228,"A stormwater simulator was constructed to test inserts under controlled and replicable conditions. The inserts were tested for removal efficiency of total suspended solids (TSS) and total petroleum hydrocarbons (TPH) at an inflow rate of 757 to 814 L/min, with influent pollutant concentrations of 225 mg/L TSS and 30 mg/L TPH. These conditions are similar to stormwater runoff from small commercial sites in the southeastern United States. Results from the tests indicate that at the test flow rate and pollutant concentration, average TSS removal efficiencies ranged from 11% to 42% and, for TPH, the removal efficiency ranged from 10% to 19%. ","Morgan, Robert A; Edwards, Findlay G; Brye, Kristofor R; Burian, Stephen J","An Evaluation of the Urban Stormwater Pollutant Removal Efficiency of Catch Basin Inserts",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q355\",\"back\")","v":"back"}]
["bio.ind4","bio.ind",4,229,"This paper presented multi-criteria performance indicators developed to quantify the performance of a wide variety of infiltration systems used to manage urban storm drainage. The performance indicators integrated technical, economical, environmental, and social aspects. They were then tested according to a set of quality requirements: availability of data, relevance, fidelity, precision, and sensitivity/robustness. This critical review of the set of indicators has led us to redefine a certain number of indicators, identify numerous biases, and allow putting forward general instructions for criterion or indicator construction.","Moura, P.\nBarraud, S.\nBaptista, M.","Multicriteria procedure for the design and the management of infiltration systems.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q358\",\"back\")","v":"back"}]
["CB15","CB",15,230,"The goal of this research was to develop and evaluate a simple method for estimating the reduction in stormwater runoff that results when runoff from an impervious surface (e.g., rooftop) is directed onto a pervious surface (e.g., lawn). During summer 2004, 52 stormwater runoff reduction tests were conducted on six residential lawns in Madison, Wisconsin. Results indicate the usefulness of urban lawns as a stormwater management practice and could be used to improve urban runoff models that incorporate indirectly connected impervious areas.","Mueller, Gregory D.; Thompson, Anita M.","The Ability of Urban Residential Lawns to Disconnect Impervious Area from Municipal Sewer Systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q359\",\"back\")","v":"back"}]
["2sweep2","2sweep",2,231,"This article discussed a study by Nur Muhammad that surveyed residential, commercial, and high-traffic streets in Oxford, Ohio, which concluded that street sweeping can be an effective tool to prevent runoff pollution, particularly bacteria and lead. The article gives a contrasting opinion from the Wisconsin Department of Natural Resources, which claims that street sweeping is much less effective than Muhammad's study indicated. The article concludes that sweeping technology may improve, but currently street sweeping is not sufficient to make a city compliant with water quality requirements.","Muhammad, Nur","Can Street Sweepers Clean the Water",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q360\",\"back\")","v":"back"}]
[{"$f":"B233&C233","v":"BR2"},"BR",2,232,"This study evaluated eight bioretention sizing and design methods for rainfall runoff and snow storage volumes for a coastal cold climate. The RECARGA bioretention infiltration model was used to compare the performance of the methods using 10 months of observed data from a pilot-scale bioretention box. The surface areas, total ponding time, number and duration of overflow events, and snow storage volume were compared. Results showed that the design of bioretention areas in cold climates should be based on both rainfall runoff and snow storage requirements. ","Muthanna, T. M.\nViklander, M.\nThorolfsson, S. T.\n","An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q361\",\"back\")","v":"back"}]
["BR20","BR",20,233,"This study compared the difference in flow reduction and heavy metal removal in a bioretention media between Spring (April) and Summer (August) in a cold climate setting. The study was conducted by constructing a small pilot-sized bioretention box and recreating three runoff events using historical data. Results showed that both the peak flow reduction and the total volume reduction were significantly lower in April compared to August. Metal retention was good for both seasons with 90% mass reduction of zinc, 82% mass reduction of lead, and 72% mass reduction of copper. ","Muthanna, Tone\nViklander, Maria\nGjesdahl, Nina\nThorolfsson, Sveinn","Heavy Metal Removal in Cold Climate Bioretention",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q362\",\"back\")","v":"back"}]
["BR12","BR",12,234,"This laboratory study examined how to improve heavy metal adsorption of bioretention media by altering the pH of the soil to the target pH range of 5.5–7. Dolomitic limestone amendments (CaCO3, MgCO3) were added to an engineered infield soil media and evaluated after several different incubation periods. Lime additions to the infield mix resulted in establishing neutral or slightly basic soil conditions after 48 hours of incubation. The soil increase in pH caused by various lime additions stabilized after more than 100 hours of incubation. Results showed that a lime amendment of 0.5% by weight was sufficient to increase the soil pH of engineered infield media from less than 5 to 7.2. The literature suggested that the media sorption capacity for stressors such as nutrients and heavy metals should be correspondingly elevated.","Muthukrishnan, Swarna\nOleske, Matt\n","Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q364\",\"back\")","v":"back"}]
[{"$f":"B236&C236","v":"BC43"},"BC",43,235,"The central purpose of this manual was to provide guidance to municipal separate storm sewer system (MS4) communities on developing monitoring studies whose results can help improve their local stormwater programs by getting more pollutant reduction out of the total community stormwater investment. The guidance attempted to minimize the use of technical jargon and detailed analytical methods.","Neely L. Law, Lisa Fraley-McNeal, Karen Cappiella\nCenter for Watershed Protection\nand\nRobert Pitt\nUniversity of Alabama","Monitoring to Demonstrate Environmental Results: Guidance to Develop Local Stormwater Monitoring Studies Using Six Example Study Designs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q365\",\"back\")","v":"back"}]
[{"$f":"B237&C237","v":"OWS3"},"OWS",3,236,"This article discussed the use of a continuous deflective separation system to reduce the amount of trash entering storm drains and discharging to the river in Redmond, Washington.","not available","Separator Keeps Storms from 'Trashing' Sammamish River",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q366\",\"back\")","v":"back"}]
["BR18","BR",18,237,"This study compared two grassed bioretention cells including internal storage zones in central North Carolina. The study was conducted over 16 months. Each cell had a surface area of 106 m2 and fill media depths were 0.75 for one and 1.05 m for the other. Asphalt parking lot inflow and outflows were analyzed for nitrogen and phosphorus forms and fecal coliform. Results showed that both grassed bioretention cells effectively removed nutrient species when using either an event mean concentration reduction or effluent quality metric. However, under fall and winter climatic conditions, this effect is less evident and a higher hydraulic contact time could probably provide better nitrate removal. The shallower cell (0.75 m fill media depth overlaying a tighter clay soil) provided better pollution abatement than the deeper one (1.05 m deep overlaying a sandy loam in situ soil). This is probably because the shallower cell stayed saturated (and therefore anaerobic) for a longer duration, which explains why NO2,3-N concentrations were substantially lower.","Passeport, Elodie\nHunt, William F.\nLine, Daniel E.\nSmith, Ryan A.\nBrown, Robert A.","Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q367\",\"back\")","v":"back"}]
["JAWRA6","JAWRA",6,238,"There is evidence that structural BMPs by themselves may be insufficient to attain desired water quality standards under Phase II of the National Pollutant Discharge Elimination System (NPDES). This paper reported on an analysis of the median removal efficiencies of structural BMPs and compares them to removal efficiencies estimated as being necessary to attain water quality standards in the Rouge River in Detroit, Michigan. The reported analysis of structural BMP efficiencies revealed that structural BMPs appear capable of reducing only some of the pollutants of concern to acceptable levels.","Pennington, Stephen R.; Kaplowitz, Michael D.; Witter, Scott G.","Reexamining Best Management Practices For Improving Water Quality in Urban Watersheds",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q368\",\"back\")","v":"back"}]
["SG12","SG",12,239,"This research analyzed stormwater BMPs that may assist Base Civil Engineers/Environmental managers in complying with National Pollutant Discharge Elimination System (NPDES) stormwater discharge requirements for Air Force airfield pavements. A decisions support framework (DSF) was introduced that guides decision-makers through a series of tables that narrows the appropriate BMP options for a particular site or installation. The DSF encompasses factors such as pollutant removal effectiveness, watershed area, soil permeability, stormwater discharge controls, restrictions on BMPS, and community economic factors.","Peter  A.  Ridilla","Analysis of Best Management Practices for Storm Water",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q369\",\"back\")","v":"back"}]
[{"$f":"B241&C241","v":"BC9"},"BC",9,240,"Construction and annual operating and maintenance (O&M) cost data were collected and analyzed for dry detention basins, wet basins, sand filters, constructed wetlands, bioretention filters, infiltration trenches, and swales using literature that reported on existing BMP sites across the United States. After statistical analysis on historical values of inflation and bond yields, the annual O&M costs were converted to a present worth based on a 20-year life and added to the construction cost. The results can be used to estimate the total cost of installing a stormwater management practice at a given site and the corresponding total suspended solids and phosphorus removal.","Peter T. Weiss, John S. Gulliver, Andrew J. Erickson","The Cost And Effectiveness Of Stormwater Management Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q375\",\"back\")","v":"back"}]
[{"$f":"B242&C242","v":"MM3"},"MM",3,241,"The article summarized a 1-year study in Alameda County, California, to assess the pollutant load reduction resulting from more frequent catch basin (CB) cleaning. About 80% of the sediment in the CBs was in the sand size class. The sediments were highly enriched with metals and petroleum hydrocarbons. The study found that monthly cleanouts would result in the maximum annual sediment volume reduction (~3-5 cubic ft). Quarterly, semiannual, and annual cleanouts all removed about the same amount (1.5–2.5 cubic ft) In industrial areas, monthly CB cleaning removed 6 times more sediment than annual cleaning. Monthly cleanouts could reduce annual copper loads in the study area by 3% to 12%.","Phillip Mineart, Sujatha Singh, Woodward-Clyde Consultants","The Value of More Frequent Cleanouts of Storm Drain Inlets",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q376\",\"back\")","v":"back"}]
[{"$f":"B243&C243","v":"BC61"},"BC",61,242,"The National Stormwater Quality Database v. 1.1 (NSQD) contains selected water quality information from the monitoring carried out as part of the U.S. EPA’s National Pollutant Discharge Elimination System (NPDES) Phase 1 stormwater permit applications and subsequent permits, during the period of 1992 to 2002. This database contains about 3,765 events from 360 sites in 65 communities from throughout the U.S. For each site, additional data, including the percentage of each land use in the catchment, the total area, the percentage of impervious cover, the geographical location, and the season, has been included in the database. Information about the characteristics of each event is also included. Total precipitation, precipitation intensity, total runoff, and antecedent dry period are also included, if collected. The database only contains information for samples collected at drainage system outfalls.","Pitt, Robert; Maestre, Alex","A Compilation and Analysis of NPDES Stormwater Monitoring Information",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q377\",\"back\")","v":"back"}]
[{"$f":"B244&C244","v":"BC87"},"BC",87,243,"The purpose of this project was to quantify the physical and chemical characteristics of stormwater pond sediments generated in the Minneapolis-St. Paul metropolitan area. Sediment samples were analyzed for volatile solids, chemical oxygen demand, nitrogen and phosphorus, 15 metals, polychlorinated biphenyls (PCBs), polycyclic aromatic hydrocarbons (PAHs), and particle size. The total phosphorus concentration was relatively constant at approximately 530 mg/kg and the concentration of the top soils was only slightly higher. Metal content of the sediments did not appear to be related to land use in the watershed.","Polta, Robert; Balogh, Steven; Craft-Reardon, Angella","Characterization of Stormwater Pond Sediments Final Project Report",null,"done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q378\",\"back\")","v":"back"}]
[{"$f":"B245&C245","v":"BC98"},"BC",98,244,"This research explored the relationship of urbanization to ecology in the wadeable streams of developing watersheds and describes a protocol that urban stormwater management agencies can apply to their jurisdictions to prevent severe ecologic deterioration. The protocol comprises an eight-step process that involves data collection and analysis integrated with mathematical modeling of runoff from existing and proposed urban development to determine how biologic health indices respond to urbanization. In addition to the full protocol, a simple protocol is also provided that does not require extensive data collection.","Pomeroy, Chistine A.; Roesner, Larry A; Coleman, James C. II; Rankin, Ed","Protocols for Studying Wet Weather Impacts and Urbanization patterns",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q379\",\"back\")","v":"back"}]
["construc3","construc",3,245,"Innovative road runoff control systems, which combined flow-balancing basins with constructed wetlands, on the recently constructed Newbury Bypass were monitored over 18 months. The results have shown that despite variability in the pollutant loadings, the system generally promoted removal and accumulation of sediments and associated metals. Correlation of metal content in settling solids between successive upstream and downstream parts of the wetland gave indications of potential regression models for metal behavior, despite variability in flows, pollutant loadings, and other conditions. ","Ponteir, H.; Williams, J. B.; May, E.","Behaviour of metals associated with sediments in a wetland based system for road runoff control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q380\",\"back\")","v":"back"}]
["SG23","SG",23,246,"No abstract","Pratt, C. J. ","UK Research into the Performance of Permeable Pavement, Reservoir Structures in Controlling Stormwater Discharge Quantity and Quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q381\",\"back\")","v":"back"}]
["2sweep1","2sweep",1,247,"Forty paired roads were assessed for street waste pollutants (platinum [Pt], palladium [Pd], and rhodium [Rh] concentrations derived from catalytic converters). The study shows that concentrations are dependent on passing traffic flow rather than numbers of stopping vehicles. Pt, Pd, Rh and gold (Au) are all picked up by road sweepers and gully flushers both with maximum values of just over 100 ppb Pt and Pd. Pt and Pd are concentrated in road dust at levels well above background in all the samples, including on high- and low-traffic flow roads. ","Prichard, H. M.; Sampson, J.; Jackson, M.","A Further Discussion of the Factors Controlling the Distribution of Pt, Pd, Rh and Au in Road Dust, Gullies, Road Sweeper and Gully Flusher Sediment in the City of Sheffield, UK",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q382\",\"back\")","v":"back"}]
["bmp36","bmp",36,248,"A physically based numerical model was developed to simulate hydrologic processes among different BMPs. Data collected from the control and treatment sites over 2 years were used to calibrate and validate the model. Annual storm runoff to the street was eliminated by 97% with installation of rain gutters, a driveway interceptor, and lawn retention basin. Evaluated individually, the driveway interceptor was the most effective BMP for storm runoff reduction (65%), followed by the rain gutter installation (28%), and lawn converted to retention basin (12%).The model showed that infiltration and surface runoff processes were particularly sensitive to the soil's physical properties and its effective depth. ","Q. Xiao, McPherson, E. G.","Hydrologic Processes at the Urban Residential Scale",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q383\",\"back\")","v":"back"}]
["WST6","WST",6,249,"A 0.23-hectare pilot wetland was constructed to examine its effectiveness for the control of nonpoint source pollution (NPS) from a 7.42-hectare agricultural watershed in Korea. This research emphasized the removal patterns of particulate and dissolved forms of pollutants on both dry (base flow) and wet days (storm flow). Particulate forms of pollutants, such as total suspended solids (TSS), chemical oxygen demand (COD), and total phosphorus (TP), were removed to a greater extent on wet days due to sedimentation. ","Qitao Yi; Jianghua Yu; Youngchul Kim","Removal Patterns of Particulate and Dissolved Forms of Pollutants in a Stormwater Wetland",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q384\",\"back\")","v":"back"}]
[{"$f":"B251&C251","v":"MM11"},"MM",11,250,"This study evaluated pollutant removal by storm drain inlet filters, an optimally designed catch basin, and several filter fabrics. Preliminary results indicated that the sand column exchanged rather than retained stormwater toxicants. The paper summarized the filtration efficiencies measured for the tested media.","R. Pitt; S. Clark; K. Gordon; E. Schwarz; R. Field","The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q386\",\"back\")","v":"back"}]
["biofilt31","biofilt",31,251,"This paper investigated how plant species affect the removal of pollutants from semisynthetic stormwater passing through a soil filter medium. Plant species improved the effectiveness of biofilters in removing stormwater pollutants, particularly with regard to nitrogen (N) and phosphorus (P). However, marked variation was observed in pollutant removal (including metals) among plant species. Effluent levels of total suspended solids (TSS), aluminum (Al), chromium (Cr), copper (Cu), lead (Pb), and zinc (Zn) were similarly low for vegetated and non-vegetated soils, with reduction to <1%–12% of levels in the stormwater input. N and P effluent concentrations were generally lower from vegetated than non-vegetated soils, but total N increased on average in effluent of both vegetated and non-vegetated soils relative to stormwater input. Effluent concentrations varied 2–4-fold among plant species for TSS, total N and P, total dissolved N, organic nitrogen and Cu, to more than 20-fold for NOx, NH4+, manganese (Mn), Pb, and iron (Fe). Species also varied markedly in pollutant removal per root mass (a means of standardizing for plant size), with 18–50-fold variation among species in effluent concentrations of total P and N, total dissolved nitrogen (TDN) and organic N, to 4150-fold variation in NOx and NH4+. Hence, choice of plant species may have marked effects on biofilter effectiveness.","Read, Jennifer; Wevill, Tricia; Fletcher, Tim; Deletic, Ana","Variation Among Plant Species in Pollutant Removal From Stormwater in Biofiltration Systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q387\",\"back\")","v":"back"}]
[{"$f":"B253&C253","v":"BC42"},"BC",42,252,"This paper described a method for selecting a stormwater management BMP scenario using computer modeling softwares HSPF and SUSTAIN. It outlines the different steps of the modeling process as well as which metrics can be used to evaluate BMP scenario effectiveness based on the modeler's goals. This approach aims to model entire watersheds instead of individual BMPs. ","Richard Horner","Development Of A Stormwater Retrofit Plan For Water Resources Inventory Area (Wria) 9 And Estimation Of Costs For Retrofitting All Developed Lands Of Puget Sound:\nDevelopment Of Flow And Water Quality Indicators - Status Report",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q388\",\"back\")","v":"back"}]
[{"$f":"B254&C254","v":"MM5"},"MM",5,253,"Seattle Public Utilities constructed two drainage projects to decrease stormwater pollutant loadings and channel erosion in Pipers Creek. The Viewlands Cascade Drainage System is a series of stepped pools. The Street Edge Alternatives (SEA Streets) involved complete reconstruction of the street to reduce impervious area and provide detention. Flow monitoring found that the Viewlands system reduced wet weather discharges to Pipers Creek by a factor of three. The SEA Streets project eliminated dry season discharge and reduced wet weather discharge by 98%. ","Richard Horner, Heungkook Lim, Stephen Burges","Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q390\",\"back\")","v":"back"}]
["construc7","construc",7,254,"This paper presented one method to evaluate the effectiveness or ability of geotextiles in controlling soil erosion. Taking a geomorphological approach, the sub-processes of erosion (rainsplash and overland flow) were simulated separately to assess the ways in which different geotextile products interact with, and thus influence, the processes of soil detachment and transport. The results showed that some products are successful at controlling rainsplash detachment and transport, but are less efficient at controlling the erosivity of overland flow. Other products have the opposite effect. ","Rickson, R. J.","Controlling sediment at source: an evaluation of erosion control geotextiles",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q391\",\"back\")","v":"back"}]
[{"$f":"B256&C256","v":"MM10"},"MM",10,255,"A pilot-scale multi-chambered treatment train was monitored for preliminary performance. The treatment train included a catch basin to remove grit, an enhanced settling chamber, and a final chamber containing filtration media. Preliminary results indicated that the treatment train may be able to cost-effectively remove 75% of the most critical toxicants near their source.","Robert Pitt, Brian Robertson, Ali Ayyoubi, Richard Field","Treatment of Stormwater from Critical Source Areas Using a Multi-Chambered Treatment Train (MCTT)",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q392\",\"back\")","v":"back"}]
[{"$f":"B257&C257","v":"MM6"},"MM",6,256,"This paper summarized a number of studies on the effectiveness of catch basin (CB) cleaning and street cleaning. Studies conducted in Bellevue found that when both CB cleaning and street cleaning were conducted, total solids concentrations at the outfall were significantly larger than when no cleaning was being done. The authors explained that this counter-intuitive finding may have been due to the fact that the CBs removed larger particles that would not have been transported all the way to the outfall. They also noted that stormwater samples often do not include bedload components that are trapped in CBs. The authors suggested that the primary benefit of CB cleaning in the Bellevue study area was to reduce obstruction of the stormwater conveyance system. ","Robert Pitt, Shirley Clark","Interactions Between Catchbasin and Street Cleaning in Urban Drainages and Sediment Transport in Storm Drainage Systems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q393\",\"back\")","v":"back"}]
[{"$f":"B258&C258","v":"BC18"},"BC",18,257,"This presentation gave the results of some BMP studies at the University of New Hampshire stormwater center. It detailed their current research in infiltration as a water quality control measure and as a response to new regulations requiring subsurface disposal in stormwater management.","Robert Roseen, PE, PhD, Thomas Ballestero, PE, PhD, PH, CGWP, PGRobert PG, James Houle, CPSWQ, Heather Gilbert James Gilbert","Stormwater Management & Water Resources Protection",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q396\",\"back\")","v":"back"}]
["sweep9","sweep",9,258,"A paired-plot experimental design was employed along an arterial road with a traffic volume of 26,000 vehicles/day. Differences between swept and unswept plots were assessed by comparing: (a) conventional sediment quality parameters, total residue mass, and particle sizes for dry sediment samples, and (b) toxicity, conventional water quality parameters, and particle sizes in wet samples. Results were highly variable and contained large uncertainties. The greatest environmental benefits of sweeping were the reduction of the total mass of sediment on road surfaces and a reduction in some dissolved metals in the runoff (e.g., chromium [Cr] and zinc [Zn]). ","Rochfort, Quintin\nExall, Kirsten\nP'ng, Jonathan\nShi, Vicky\nStevanovic-Briatico, Vesria\nKok, Sandra\narsalek, Jiri\n","Street Sweeping as a Method of Source Control for Urban Stormwater Pollution",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q397\",\"back\")","v":"back"}]
[{"$f":"B260&C260","v":"permpave11"},"permpave",11,259,"In this study, runoff depth, volume, peak-flow rate, and the mass loading of contaminants, determined through analysis of a typical Calgary residential site using climatic data and simulation tools (NRCS-CN, crop coefficient, and Rational Methods), were compared with those of two green-intervention scenarios with differing landscape elements. Calculated results show that Scenario 1—with green roofs and vegetated walls—could reduce total annual runoff volume by 31%, peak-flow runoff by 17%, mass loading of total suspended solids by 8%, and nutrient content to 36%. Scenario 2—with green roofs, permeable pavement, rain garden, and bioswales—could reduce total annual runoff volume by 96%, peak-flow runoff by 28%, mass loading by 90%, and nutrient content by 96%.","Roehr, Daniel; Yuewei Kong","Retro-Greening Suburban Calgary",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q401\",\"back\")","v":"back"}]
[{"$f":"B261&C261","v":"BC39"},"BC",39,260,"This presentation provided an overview of studies on three different proprietary stormwater devices that reduce sediment load in urban runoff. It focused on sizing manufactured devices in a similar manner used for sizing ponds which is sizing based on a fraction of the contributing area. The study also detailed a modeling effort to extend observed results into a long-term simulation for lifetime performance measurement. ","Roger Bannerman\nJudy Horwatich\nJim Bachhuber","Preliminary Look at Method for Sizing Proprietary Sediment Settling Devices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q402\",\"back\")","v":"back"}]
["BR50","BR",50,261,"This study compared six different low-impact development (LID) designs with conventional BMPs and with manufactured systems for winter performance and assessed their filter media frost penetration, hydraulic efficiency, and seasonal variations of contaminant removal efficiency. The LID systems the study evaluated included two types of bioretention systems, a surface sand filter, a subsurface gravel wetland, a street tree, and porous asphalt. The conventional BMPs evaluated included swales and a retention pond. The manufactured systems included hydrodynamic separators, a filtration system, and a subsurface infiltration system. Seasonal performance evaluations indicated that LID filtration designs differ minimally from summer to winter, while smaller systems dependent largely on particle settling time demonstrated a marked winter performance decline.","Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q410\",\"back\")","v":"back"}]
["BMP57","BMP",57,262,"This study evaluated the performance of six varied low-impact development (LID) designs (two types of bioretention systems, a surface sand filter, a subsurface gravel wetland, a street tree, and porous asphalt), in contrast with conventional BMPs (swales, retention pond, and some select manufactured stormwater systems hydrodynamic separators; a filtration system; and a subsurface infiltration system and manufactured systems). The devices were evaluated with respect to filter media frost penetration, hydraulic efficiency, and seasonal variations of contaminant removal efficiency. LID filtration designs performed well during the winter. In contrast, systems that depended on particle settling time showed a marked decline in performance during the winter. The LID designs were consistently top stormwater management performers. ","Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q416\",\"back\")","v":"back"}]
[{"$f":"B264&C264","v":"BC83"},"BC",83,263,"Eleven stormwater treatment strategies were evaluated for water quality performance and storm volume reduction during rainfall/runoff events between September 2004 and August 2005. The evaluation included structural measures (e.g., swales and retention ponds), low-impact development (LID) (e.g., treatment wetland, filtration and infiltration designs), and manufactured BMPs (filtration, infiltration, and hydrodynamic separators). All were uniformly sized to treat 90% of the annual rainfall. Runoff constituent analyses included total suspended solids (TSS), total petroleum hydrocarbons-diesel, dissolved inorganic nitrogen, and total zinc. Performance evaluations indicate that several LID designs have removal efficiencies of 80% to 100%. In contrast, conventional structural BMPs performed poorly for most measures except for the pond with TSS removal. The manufactured systems tended to vary widely and were dependent on the design and contaminant of interest.","Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert","Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q421\",\"back\")","v":"back"}]
[{"$f":"B265&C265","v":"BC69"},"BC",69,264,"This presentation summarized the results of research conducted by the University of New Hampshire on porous pavement design, cost, hydraulic and water quality performance, and maintenance. Higher construction costs for porous pavement materials may be offset by reduced stormwater infrastructure costs. Even with 99% clogging of porous pavement, infiltration rates are still greater than 10 inches/hour. Porous pavement removal efficiencies were near 100% for total suspended solids and total petroleum hydrocarbons, ~90% for zinc, and 55% for phosphorus. ","Roseen, Robert M.; Ballestero, Thomas P.; Houle, Kris; Briggs, Josh; Watts, Alison; Puls, Tim","Advances in Porous Pavements: Installation, Maintenance, and Performance Issues",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q422\",\"back\")","v":"back"}]
[{"$f":"B266&C266","v":"BC85"},"BC",85,265,"This study examined the functionality of a porous pavement stormwater management system in coastal New Hampshire, where 6 months with subfreezing temperatures typically occur. Surface infiltration capacity remained high year-round. Peak flows were reduced by 90% compared with standard impervious cover. Adverse freeze/thaw effects such as heaving, etc. were not observed. Cationic and non-dissolved contaminant removal was nearly complete for total petroleum hydrocarbons (TPH), zinc (Zn), and total suspended solids (TSS). Dissolved anionic contaminants such as nitrate and chloride showed no removal. Phosphorous removal was only partial (42% removal efficiency). ","Roseen, Robert; Ballestero, Thomas P; Houle, James J; F Briggs; Houle, Kristopher M.","Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Stormwater Treatment Strategy in a Cold Climate",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q423\",\"back\")","v":"back"}]
["BR6","BR",6,266,"This paper used process modeling to evaluate whether bioretention systems can be effective at removing phosphorous. The paper examined soluble and particulate phosphorus forms, sorption and sedimentation mechanisms, vegetative uptake, mineralization, and immobilization. The paper concluded that more research was needed to represent dissolution and precipitation reactions in bioretention systems and to characterize the rates of colloidal capture and mobilization within soils.","Roy-Poirier, Audrey\nChampagne, Pascale\nFilion, Yves","Bioretention processes for phosphorus pollution control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q424\",\"back\")","v":"back"}]
["BR48","BR",48,267,"This paper reviewed the evolution of bioretention systems. A summary of the research findings on the performance of bioretention systems was provided including proposed design modifications to improve field performance. Also included was an overview of past and current bioretention design guidelines in North America, as well as a discussion of issues surrounding the public adoption and implementation of bioretention systems. Potential alternative uses for the systems were highlighted and a review of bioretention modeling work was provided. Finally, the paper outlines research needs and anticipated future work necessary to bring about the widespread use of bioretention systems.","Roy-Poirier, Audrey\nChampagne, Pascale\nFilion, Yves","Review of Bioretention System Research and Design: Past, Present, and Future",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q425\",\"back\")","v":"back"}]
["vf4","vf",4,268,"The Guelph design tool for vegetative filter strips, GDVFS, is a toolkit for the analysis and design of vegetative filter strips (VFSs). The published evaluation of computational procedures used in GDVFS indicated that these procedures perform very well in the estimation of VFS sediment and phosphorus removal efficiencies. According to these results, comparison of the predicted and observed values for sediment and phosphorus removal efficiencies indicates 10% and 20% error, respectively. This paper provided descriptions on the capabilities and methodology followed in the GDVFS toolkit. ","Rudra, Ramesh P; Gharabaghi, Bahram; Sebti, Saleh; Gupta, Neelam; Moharir, Ashwini","GDVFS: A New Toolkit for Analysis and Design of Vegetative Filter Strips Using VFSMOD",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q426\",\"back\")","v":"back"}]
["construc17","construc",17,269,"This study was performed by the University of Pavia (Italy), University of Brescia (Italy) and GreenTechTexas International (U.S.), to evaluate the use of the EcoDräin™ device to reduce oil and grease, sediment, and heavy metals from existing urban development. The study involved laboratory tests at Pavia University two pilot areas in Italy and in Australia. The EcoDräin installed in a marina near Sidney, Australia, reduced oil and grease concentration by 95% and metal concentration (particularly copper, lead, and zinc) close to 98%. The paper also described how to determine the most efficient and environmentally safe way to dispose of the used absorbent. ","S Papiri; C. Ciaponi; A. Capodaglio; C. Collivignarelli; G. Bertanza; F. Swartling; M. Crow; M. Fantozzi; P. Valcher","Field monitoring and evaluation of innovative solutions for cleaning storm water runoff",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q427\",\"back\")","v":"back"}]
[{"$f":"B271&C271","v":"BC101"},"BC",101,270,"This report was part 1 of a 3-part series on street sweeping. This part was a state-of-the-practice review and summarized and analyzed recent literature, Internet search reviews, personal communications with pertinent industry experts, and yet-to-be-completed (as of 2005) street sweeping research projects. This report did not identify definitive studies pointing to receiving water quality improvement as a direct result of street sweeping alone. However, as a pollution prevention or source control measure, when integrated with other structural and nonstructural BMPs, high-efficiency street sweeping improves water quality and reduces ongoing habitat deterioration.","Schilling, J.G.","Street Sweeping - Report No. 1, State of the Practice",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q428\",\"back\")","v":"back"}]
["bmp25","bmp",25,271,"This study aimed to determine whether BMPs implemented in study catchments undergoing active development in the upper Piedmont physiographic region of South Carolina are adequately protective of downstream aquatic environments. Runoff characteristics and pollutant concentrations and loadings in stormwater runoff from four catchments with varying degrees of land disturbance activities were compared in this study. ","Schlautman, Mark A. Smink, John A.","Evaluating the Collective Performance of Best Management Practices in Catchments Undergoing Active Land Development",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q429\",\"back\")","v":"back"}]
["WEJ6","WEJ",6,272,"The aim of this project was to assess the influence of a full silt trap on the quality of stormwater that was discharged into an urban watercourse. Treated stormwater suspended solids concentrations were often high, compared with secondary sewage-treatment standards of ≤30 mg/L. Pollutants accumulated in the silt trap.","Scholz, M.; Zettel, S.","Stormwater Quality Associated With A Full Silt Trap Discharging Into An Urban Watercourse",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q430\",\"back\")","v":"back"}]
["PSC18","PSC",18,273,"The purpose of this case study was to investigate the sustainability of stormwater pond systems and to recommend water quality management guidelines including pH and algal control. A pilot plant designed according to BMPs for roof runoff was investigated. The system was based on a combined silt trap, attenuation wetland, and dry pond system constructed to receive roof water runoff from a single residential property. Public acceptance and perception of stormwater ponds was tested via a questionnaire survey. ","Scholz, Miklas","Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q432\",\"back\")","v":"back"}]
["PSC31","PSC",31,274,"The study assessed the performance of an experimental combined planted gravel filter, stormwater detention and infiltration tank system, installed over low permeability soils, treating runoff from a car park and its access road. Flows were modeled with the U.S. EPA Storm Water Management Model. An overall water balance of the system was compiled, demonstrating that 50% of the rainfall volume escaped the system as evaporation, whereas, of the remaining 50%, approximately two thirds were infiltrated and one third was discharged into the sewer system.","Scholz, Miklas\nKazemi Yazdi, Sara\n","Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q435\",\"back\")","v":"back"}]
[{"$f":"B276&C276","v":"BC3"},"BC",3,275,"This report summarized the results of a 1-year study to evaluate whether street sweeping can (1) significantly reduce the mass of pollutants discharged to receiving water bodies and (2) reduce the frequency of catch basin (CB) cleaning. The study showed that sweeping each side of the street every other week is very effective in reducing the amount of sediment and associated pollutants discharged from city streets. The three sites that were swept had 48%, 74%, and 90% less dirt yield than the unswept sites. Sweeping removed ~2,200 to 3,100 pounds of material per acre of street swept. Sweeping removed sediment much more effectively than CB cleaning. However, sweeping did not appear to reduce the frequency of CB cleaning, perhaps because most of the CBs were <10% full at the end of the study.","Seattle Public Utilities.  Herrera Environmental Consultants, Seattle, WA.","Seattle Street Sweeping Pilot Study",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q437\",\"back\")","v":"back"}]
["construc6","construc",6,276,"An existing wetland in a severed meander bend cut off in the 1940s from the Coldwater River in Tunica County, Mississippi, was modified by the construction of weirs equipped with water control structures. Inputs to the wetland cell included sporadic flows due to runoff events from about 350 hectares of cultivated fields and less frequent but larger flood events from the river. Comparison of estimated input and output loads during periods when the wetland cell was not flooded by the river indicated that the wetland cell retained about 18% of input suspended sediment, 24% of phosphorus, and 29% of nitrogen input from cultivated fields. Wetland cell sediment and nutrient retention efficiency was greater for drier months, and declined during wetter periods with frequent runoff events.","Shields, Jr., F.D.; Pearce, C. W.","Control of Agricultural Nonpoint Source Pollution by Natural Wetland Management",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q438\",\"back\")","v":"back"}]
[{"$f":"B278&C278","v":"BC54"},"BC",54,277,"A survey of stormwater managers was conducted to determine their interest in and ability to approve infiltration as a stormwater management technique. Surprisingly, while all the states and regional respondents supported the installation of infiltration devices, only two-thirds of the local governments indicated that they would approve infiltration. Limitations to the use of infiltration also are addressed. A final aspect of the project was to identify questions and data gaps in the selection and use of stormwater treatment devices with a focus on infiltration.","Shirley E. Clark, Ph.D., P.E.\nKatherine H. Baker, Ph.D.\nJ. Bradley Mikula\nCatherine S. Burkhardt\n","Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q440\",\"back\")","v":"back"}]
["rg16","rg",16,278,"In the context of a watershed-level study to determine the effectiveness of decentralized stormwater management, we performed an order 1 soil survey of the Shepherd Creek watershed (Cincinnati, Ohio) to delineate soils and identify and describe representative soil pedons, and then we assessed subsoil saturated hydraulic conductivity. Based on median parcel features and 2004 warm-season storm records, rain gardens in the fine-silty family and Switzerland subsoils would be expected to contribute about 6 cm of recharge as compared to the 2 cm expected in Eden soils. Our results also suggested that the highest potential for abatement of stormwater quantity abatement in Eden soils, with some partitioning of this water to recharge as an added benefit. ","Shuster, W. D.; Gehring, R.; Gerken, J.","Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: A case study",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q441\",\"back\")","v":"back"}]
["biofilt25","biofilt",25,279,"This paper discussed an approach to optimizing nitrate removal. The study was designed to employ a filter medium containing a mixture of ion exchange and electron donor particles, where the former serve to retain nitrate at high loadings and enable biological denitrification to be more effective. Bench-scale results show that nitrate reduction was 98% under steady flow rate operation at 30-minute residence time and 2.1 mg/L influent NO3–N. Step increases in flow rate by factors of 5.2, 11, and 25 resulted in maximum effluent NO3–N of 0.93, 1.54, and 1.87 mg/L, respectively. Substantial nitrate breakthrough occurred even when effluent dissolved oxygen remained close to zero. Performance of passive mixed media denitrification filters could be improved through use of different ion exchange media, deeper filter depths, smaller media particle sizes, and different ratios of ion exchange and electron donor media. Flow equalization prior to passive denitrification filters could also result in improved nitrate removal.","Smith, D. P. ","Sorptive Media Biofiltration for Inorganic Nitrogen Removal from Storm Water.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q442\",\"back\")","v":"back"}]
["sewer7","sewer",7,280,"The article presented findings of a 2009 study on the links between residential car washing, stormwater, and local surface-water-quality in Puget Sound, Washington. Excess nutrients and contamination by toxic chemicals coming from urban areas have been found in the waters of Puget Sound. There is also significant pollution loading from car washing that is delivered to municipal separate storm sewer system (MS4). Literature and advertising campaigns have been used by environmental educators to change attitudes and behavior toward car washing.","Smith, Dan\nShiley, Hollie","Residential Car Washing",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q443\",\"back\")","v":"back"}]
["biofilt3","biofilt",3,281,"This study evaluated enhanced nitrogen removal from stormwater using chabazite, a natural cation exchanger, was evaluated in a pilot-plant biofilter operated for 216 days. A parallel sand filter served as the control. Results showed that chabazite ammonium retention was high under limited influent dissolved oxygen, verses significant breakthrough by the sand biofilter. Chabazite media provided superior performance resiliency under dynamic conditions that typify stormwater treatment.","Smith, Daniel P.","Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q445\",\"back\")","v":"back"}]
[{"$f":"B283&C283","v":"BC78"},"BC",78,282,"This study evaluated the effectiveness of a deep-sumped hooded catch basin, three two-chambered, 1,500-gallon oil-grit separators, and mechanical brush street sweeping in reducing sediment and associated constituents along the Southeast Expressway (Interstate Route 93) in Boston, Massachusetts. The sediment removal efficiency was 35% for one separator and 28% for the other. Where catch basins provided primary suspended-sediment treatment, the separators reduced the mass of the suspended sediment from the pavement by about an additional 18%. Mechanical sweeping provided few water quality benefits because the highway lacks curbing and the brush-type sweeper was inefficient in trapping fine particles.","Smith, Kirk P.","Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q448\",\"back\")","v":"back"}]
[{"$f":"B284&C284","v":"permpave19"},"permpave",19,283,"The article described a 10-year study by the U.S. Environmental Protection Agency (EPA) to test different types of permeable pavement. The study was done on the parking lot of the Edison, New Jersey, Environmental Center as runoff water from parking lots present a major source of water pollution. The article discussed the use of porous concrete, porous asphalt, and interlocking concrete pavers to rate effectiveness in removing pollutants from stormwater, how they help water filter back to the ground, and the degree and type of maintenance required.","Spicer, Steve","US EPA Begins Permeable-Pavement Research",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q449\",\"back\")","v":"back"}]
["BR22","BR",22,284,"This study tested the drainage capability of media containing a carbon amendment to encourage denitrification. The study was conducted by introducing water at low and high rates to bins containing zero, one, and two layers of shredded newspaper at varying depths. Results showed that, while there were differences in effluent volumes and flow rates between control and newspaper treatments, surface ponding occurred in all three treatments, suggesting that some other factor besides the newspaper had an effect on drainage properties. Grain size and clay mineralogy analyses indicated the migration of finer particles into the deeper soils, which could have inhibited drainage.","Stander, Emilie K.\nBorst, Michael","Hydraulic Test of a Bioretention Media Carbon Amendment",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q450\",\"back\")","v":"back"}]
[{"$f":"B286&C286","v":"BC36"},"BC",36,285,"The overall goal of this study was to identify the sources of bacterial contamination to Mission Bay in San Diego, California. Six major tasks were designed to achieve this goal. Task 1: Investigate potential sources of human sewage from park restroom infrastructure. Task 2: Investigate potential sources of human sewage from moored or anchored boats. Task 3: Conduct visual observations and bacterial assessments of other potential sources in the park. Task 4: Identify the host origin (human, avian, etc.) of bacteria using molecular source tracking techniques. Task 5: Determine if bacteria are being transported from the grassy areas of Mission Bay Park to the receiving waters of the bay via groundwater. Task 6: Determine if the sediments in Mission Bay act as a source of bacteria to the receiving waters at area beaches. Overall, the results of this study suggested that the majority of the indicator bacteria in Mission Bay originates from birds and that the initial load generated from avian sources can then be amplified by irrigation runoff, storm drains, intertidal sediments, and the wrack line.","Stephen J. Gruber, Lisa Marie Kay, Ruth Kolb, Karen Henry ","Mission Bay Bacterial Source Identification Study",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q451\",\"back\")","v":"back"}]
[{"$f":"B287&C287","v":"BC56"},"BC",56,286,"This study evaluated the effectiveness of forested buffers as an urban stormwater BMP. The study found that forested buffers moderate peak flows and maintain baseflows. Pollutant loads are reduced primarily due to flow volume reduction. Reaches with forested buffers have healthier stream benthic macroinvertebrate communities than non-forested reaches.","Stewart, Steven; Gemmil, Eldon; Pentz, Nancy","An Evaluation of the Functions and Effectiveness of Urban Riparian Forest Buffers",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q452\",\"back\")","v":"back"}]
["biofilt2","biofilt",2,287,"The article discussed a pilot treatment BMP using a natural biopolymer chitosan (pronounced kahy-tuh-san) in a biofiltration model through a muskeg bog. The treatment system included four treatment trains to reduce system performance concerns and to enhance the data collection. The study showed that the intake water contained more than 5,000 nephelometric turbidity units (NTUs) at times, but that measurement dropped to 279 NTUs at the discharge from the lower weir pond, 92 NTUs at the silt fence, and about 40 NTUs after surface flow had passed through the organics about 20 feet farther along.","Stormwater Magazine","Airport Runway in Alaska Requires Innovative Stormwater Treatment for Compliance and Preservation",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q453\",\"back\")","v":"back"}]
["PSC22","PSC",22,288,"This paper focused on construction costs associated with a range of source control sustainable drainage systems (SuDS) likely to be implemented as a retrofit. Three distinct types of costs were prepared: (1) The costs of construction per device were provided as unit costs. (2) Schemes were designed and costed according to representative contributory areas, such as a residential roof or a small car park. (3) A case study highlighted how secondary costs need to be combined with device unit costs accurately to cost the construction of a whole scheme. The evaluation indicated that infiltration basins represent the cheapest form of SuDS to construct, followed by soakaways, ponds, infiltration trenches, and porous pavements. These construction costs, however, do not take into account land acquisition, utility conflicts, or other life-cycle costs.","Stovin, V. R.\nSwan, A. D.","Retrofit SuDS-cost estimates and decision-support tools",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q456\",\"back\")","v":"back"}]
["PSC28","PSC",28,289,"This paper presents preliminary findings from a small-scale instrumented green roof test plot. Green roofs provide an opportunity to delay and attenuate storm runoff at its source. During a 3-month monitoring period, the green roof provided an average peak flow reduction of 57% and an average volume retention of 34%. The key hydrological determinants to the rainfall-roof runoff relationship were the antecedent dry weather period, mean rainfall intensity and rainfall depth. Structural appraisal of a range of flat roof types suggests that it would be feasible to retrofit them with a green roof.","Stovin, Virginia","The potential of green roofs to manage Urban Stormwater",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q457\",\"back\")","v":"back"}]
["bmp13","bmp",13,290,"This paper described the U.S. EPA-funded cooperative research program with the ASCE is to develop a more useful set of data on the effectiveness of stormwater BMPs. It described some of the comparability problems and other considerations that affect data transferability, such as methods used for determining efficiency and statistical significance. The paper outlined the efforts used to establish and analyze the currently available data and proposed protocols for future analyses, when more studies that have data are available. The authors suggested that effluent quality appears to be a much more robust measure of BMP efficiency than the currently used ‘‘percent removal’’ metrics. ","Strecker, Eric W.; Quigley, Marcus M.; Urbonas, Ben R.; Jones, Jonathan E.; Clary, Jane K.","Determining Urban Storm Water BMP Effectiveness",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q458\",\"back\")","v":"back"}]
[{"$f":"B292&C292","v":"BC97"},"BC",97,291,"The purpose of this guidance document was to provide a framework for applying fundamental principles of unit and operations processes to aid in the evaluation and selection of runoff management and treatment control system for urban and urbanizing areas. The steps of the conceptual design process include: (1) problem definition, (2) site characterization, (3) identification of fundamental process categories, (4) selection of treatment system components, (5) practicability assessment, (6) sizing and development of conceptual design, and (7) development of performance monitoring and an evaluation plan.","Strecker, Eric, W. Huber, J. P. Heaney, et al.","Critical Assessment of Stormwater Control and Treatment Issues",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q463\",\"back\")","v":"back"}]
[{"$f":"B293&C293","v":"BC76"},"BC",76,292,"This paper summarized recent literature on street sweeping to improve stormwater quality. There are four general types of sweepers: mechanical broom, vacuum, regenerative air, and high-efficiency (which the author originally defined in 1997). Numerous studies have shown that up to 50% of heavy metals and other pollutants (e.g., nutrients and toxics) are attached to street dirt particles too small for most mechanical brush sweepers to effectively remove. Vacuum sweepers generally do a better job than brush sweepers in removing and retaining these small particles. Compared to vacuum sweepers, regenerative air sweepers have a number of advantages: cleaning a wider path, removing small particles better, and limiting the amount of dust-laden air that is exhausted back into the atmosphere. High-efficiency sweepers employ a sophisticated filtration system for dust containment and have the potential to out-perform regenerative air sweepers. Key factors influencing sweeping performance include pavement condition, curbs, parked cars, forward speed, and fugitive dust emissions.","Sutherland, Roger C.","Street Sweeping 101",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q464\",\"back\")","v":"back"}]
["2sweep13","2sweep",13,293,"This chapter in \"Advances in Modeling the Management of Stormwater Impacts, Volume 5,\" reexamined the effectiveness of street sweeping, considering three newer street sweeping technologies that may provide significant improvements in performance compared to the mechanical sweepers studied in the early 1980s. The authors used the Simplified Particulate Transport Model (SIMPTM) to estimate particulate removal by several types of street sweepers (mechanical, tandem, regenerative air, and Enviro Whirl) from two basins in Portland, Oregon. The model results indicated that the newer sweepers can provide significantly greater sediment removals compared to older technology sweepers. The authors noted that monthly or biweekly sampling appears appropriate for the test basins.","Sutherland; Seth Jelen","Contrary to Conventional Wisdom, Street Sweeping Can Be an Effective BMP In: Advances in Modeling the Management of Stormwater Impacts",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q465\",\"back\")","v":"back"}]
["MM7","MM",7,294,"This paper presents the results of 3 years of hydrologic and water quality monitoring of a pervious pavement/bioswale stormwater infiltration system in Aurora, Colorado. Effluent quality was generally similar to the National Stormwater Database and the International BMP Database. There were no significant changes in groundwater quality observed at the site. The study concluded the that the facility was effective at reducing stormwater volume and pollutant loads","T. Andrew Earles; Jennifer Keyes, CPESC, Eliot Wong","Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008",null,"done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q467\",\"back\")","v":"back"}]
["2sweep16","2sweep",16,295,"This report describes a scoping study to assess the efficiency of Australian street sweeping practices in the removal of gross pollutants (litter), sediment, and other pollutants from street surfaces. It also discusses overseas studies results for sediment and other suspended solid removal. The report concluded that the performance of street sweeping for stormwater pollutant control is limited and must be accompanied by structural pollutant treatment measures to effectively reduce the discharge of gross and sediment associated pollutants in stormwater. The incremental benefits in increasing the frequency of street sweeping beyond what is required to meet street aesthetic criterion is expected to be small in relation to water quality improvements. ","T.A. Walker and T.H.F. Wong","Effectiveness of Street Sweeping for Stormwater Pollution Control Technical Report",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q468\",\"back\")","v":"back"}]
["biofilt7","biofilt",7,296,"This paper evaluated the effectiveness of compost biofilters in removal of suspended sediments from stormwater runoff. Field experiments were conducted in summer 2006 at the Guelph Turf Grass Institute, University of Guelph, to verify the sediment removal efficiency of the compost biofilter from synthetic stormwater runoff. Results showed that the efficiency of 1-inch socks over 8-inch socks was significantly better. The results also showed a decrease in sediment removal efficiency of the biofilter over time was significant.","Taleban, Vahid\nFinney, Karen\nGharabaghi, Bahram\nMcBean, Ed\nRudra, Ramesh\nVan Seters, Tim","Effectiveness of Compost Biofilters in Removal of Sediments from Construction Site Runoff.",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q469\",\"back\")","v":"back"}]
[{"$f":"B298&C298","v":"BC67"},"BC",67,297,"This paper summarized recent literature on porous pavement. It described nine categories of porous pavement. It also described six disadvantages commonly attributed to porous pavement, but that may not be accurate. Last it described three applications.","Tara Hun-Dorris","Advances in Porous Pavement: Different types of materials and continuing research offer more options",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q470\",\"back\")","v":"back"}]
["bmp18","bmp",18,298,"Six different styles of evaluation were used to determine whether a low-cost, 8-month education campaign that operated within a small commercial district was successful at changing people's behavior and reducing stormwater litter loads. At a theoretical level, the project highlights how using different \"styles\" of BMP evaluation can help to build a more complete picture of a BMP's performance. At a practical level, the project helped to improve the monitoring and evaluation guidelines and produced evidence-based design guidelines for future campaigns that aim to reduce littering in commercial areas. ","Taylor, Andre; Curnow, Rob; Fletcher, Tim; Lewis, Justin","Education Campaigns to Reduce Stormwater Pollution in Commercial Areas: Do They Work?",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q471\",\"back\")","v":"back"}]
["bmp49","bmp",49,299,"This study investigated the use, performance, cost, and evaluation of nonstructural measures to improve urban stormwater quality. A survey of urban stormwater managers from Australia, New Zealand, and the United States revealed a widespread trend of increasing use of nonstructural measures with at least 76% of 41 types of nonstructural measures being found to be increasing in use. The study identified four nonstructural measures of greatest potential value: mandatory town planning controls that promote the adoption of low-impact development principles and techniques; development of strategic urban stormwater management plans; stormwater management measures and programs for construction/building sites; and stormwater management activities related to municipal maintenance operations such as maintenance of the stormwater drainage network and manual litter collections. This research helps to build the stormwater management industry’s knowledge base concerning nonstructural measures and provides a practical tool to address common impediments associated with monitoring and evaluating the performance and cost of these measures. ","Taylor, Andre; Fletcher, Tim","Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q474\",\"back\")","v":"back"}]
[{"$f":"B301&C301","v":"BC16"},"BC",16,300,"The purpose of this project was to generate supplemental information on water quality performances of stormwater BMPs designed and sized using WWHM. The generated information can be used to provide estimates of long-term cumulative efficiencies of pollutant removals for several types of BMPs, according to their sizing. The rating curves developed through a comprehensive hydrological analysis reflect pollutant removal performance of BMPs sized and maintained in accordance with the Washington State’s requirements. ","Tetra Tech, Inc.","Stormwater Best Management Practices (BMP) Performance Analysis",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q479\",\"back\")","v":"back"}]
["rg20","rg",20,301,"The article cited a study that found that a rain garden is an effective technique for reducing the flow of common pollutants after storms in cities and suburban in the U.S. Researchers demonstrated simple design modification to enhance a rain garden's ability to treat the polluted rain water flowing off roofs. ","Thrall, Lizz","Rain gardens stem urban storm-water flows",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q480\",\"back\")","v":"back"}]
["bmp67","bmp",67,302,"This paper evaluated the effectiveness of a procurement auction as the coordinating mechanism for encouraging installation of parcel-scale rain gardens and rain barrels within a small suburban watershed in the Midwest. The auction resulted in installation of 81 gardens and 165 barrels on 107 of the 350 eligible properties. Average cost per liter of runoff detention in both years was $0.36 for gardens and $0.59 for barrels. The study found that an auction promoted more participation than education alone and at a cheaper per-unit control cost than a flat stormwater control payment plan. Overall, this study demonstrated that relatively minimal financial incentives can result in homeowners’ willingness to accept stormwater management practices on their property, thus opening an important avenue for retrofitting watersheds that are largely in private ownership. ","Thurston, Hale W.; Taylor, Michael A.; Shuster, William D.; Roy, Allison H.; Morrison, Matthew A.","Using a Reverse Auction to Promote Household Level Stormwater Control",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q481\",\"back\")","v":"back"}]
["2sweep11","2sweep",11,303,"This controlled experiment was set up to compare the effectiveness of two different sweeper types in removing sediments, heavy metals, and organic constituents from a sandy paved surface in Florida. The experiment was conducted with both a rotary brush and a regenerative air sweeper on an asphalt roadway. The results indicated that rotary brush sweepers are more effective in removing total sediment loads from roads in this type of environment. However, the chemical analyses proved somewhat inconclusive and neither sweeper proved better in all categories. Nevertheless, the rotary brush sweeper was most effective in removing the total sediment load off streets and is therefore recommended for use in areas covered with coarse sediments.","Tobin, Graham A; Brinkmann, Robert","The Effectiveness of Street Sweeper in Removing Pollutants From Road Surfaces in Florida",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q482\",\"back\")","v":"back"}]
[{"$f":"B305&C305","v":"BC26"},"BC",26,304,"Source control practices are a relatively new approach to restore urban watersheds. This manual presented a new framework for targeting pollution source control at the subwatershed level. Included in this manual are descriptions on how pollutants can be reduced or minimized by controlling two primary pollution source areas in a subwatershed: residential neighborhoods and stormwater hotspots. ","Tom Schueler, Chris Swann, Tiffany Wright, and Stephanie Sprinkle","Urban Subwatershed Protection Manual No. 8 - Pollution Source Control Practices Version 1.0",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q483\",\"back\")","v":"back"}]
[{"$f":"B306&C306","v":"MM1"},"MM",1,305,"This paper described preliminary investigations of the hydraulic performance and trapping efficiencies of a Pollutec CDS unit, which was modified with the addition of a second outlet located at the bottom of the containment sump. Sediment trapping efficiency ranged from ~30% to 85%, depending on particle size and flow rate. The separation screen aperture size had a significant impact on sediment trapping efficiency. ","Tony H F Wong; Djula Fabian; Richard M. Wootton","Hydraulic Performance and Sediment Efficiencies of a Dual Outlet CDS Device",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q484\",\"back\")","v":"back"}]
[{"$f":"B307&C307","v":"permpave2"},"permpave",2,306,"This study examined the effectiveness of 12 tanked combined permeable pavement and earth energy systems in removing urban stormwater pollutants. The research assessed the weekly removal of microbial indicators, key nutrients, and physical variables. The study showed that the presence of a geotextile helps in improving the removal of ammonia-nitrogen and ortho-phosphate-phosphorus. Suspended solids, turbidity, and biochemical oxygen demand were reduced by 91%, 82%, and 88%, respectively. These results indicate the potential of the proposed novel system in urban runoff pollutant removal and subsequent reuse of the treated water.","Tota-Maharaj, Kiran; Scholz, Miklas","Efficiency of Permeable Pavement Systems for the Removal of Urban Runoff Pollutants Under Varying Environmental Conditions",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q485\",\"back\")","v":"back"}]
[{"$f":"B308&C308","v":"permpave15"},"permpave",15,307,"This study assessed the efficiency of combining permeable pavement systems with integrated geothermal heat pumps for treatment and recycling of urban runoff. Water quality parameters such as biochemical oxygen demand, nutrients, total viable heterotrophic bacteria, and total coliforms were tested before and after treatment in a controlled indoor and uncontrolled outdoor experimental location. The systems' performance was good with respect to water quality treatment. Despite the relatively high temperatures in the indirectly heated sub-base of the pavement, potentially pathogenic organisms were not detected. Moreover, mean removal rates of 99% for biochemical oxygen demand, 97% for ammonia-nitrogen, and 95% for orthophosphate-phosphates were recorded. ","Tota-Maharaj, Kiran; Scholz, Miklas, Ahmend, T; French, C; Pagaling, E","The synergy of permeable pavements and geothermal heat pumps for stormwater treatment and reuse",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q486\",\"back\")","v":"back"}]
["bioinf1","bioinf",1,308,"The article discussed three studies on bioretention and bioinfiltration BMPs as urbanized watershed stormwater management tools. (1) Two bioretention cells were monitored during 49 runoff events over 1.5 years. The bioretention facilities were effective at reducing peak flows, delaying flow peaks, and reducing the outflow volume. Suspended solids, phosphorus, copper, lead, and zinc concentrations were reduced. Limited data also indicate reductions in nitrate. Because of the limited amount of data and low influent nitrate concentrations, the effect of the additional sand and newspaper layer could not be discerned. (2) Another bioretention cell was monitored from February 2004 through March 2006 for nutrients, metals, total suspended solids (TSS), biochemical oxygen demand (BOD), and bacteria. Load reductions for most pollutants—including total nitrogen (TN) and total phosphorus (TP)—were >50%. The high TP removal (or accumulation of phosphorus in the media) was expected, as the fill medium was selected because it contained very little soil-bound phosphorus. Fecal coliform and Escherichia coli (E. coli) effluent concentrations were both nearly 70% lower than influent concentrations. (3) A bioinfiltration traffic island was monitored for ~ 5 years. The hydrologic and pollutant removal performance of this bioinfiltration BMP has proved to be exceptional. Only 5.5 inches left the site during 2005, when 48 inches of rain fell.","Traver, Robert G.\nDavis, Allen P.\nHunt, William F.","Bioretention And Bioinfiltration BMPs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q487\",\"back\")","v":"back"}]
["bioinf5","bioinf",5,309,"The 10 papers in this special issue reflected the evolution of sustainable stormwater management. Papers range from evaluating the concentration of effluent scoured from catch basins to cost-estimation tools, plus the inclusion of green-infrastructure tools within the International Stormwater BMP Database. Green and stone roofs were represented as were level spreaders. Bioretention/bioinfiltration rain gardens, however, received the most attention with papers on media depth, phosphorus removal, process modeling, mounding, and fines accumulation.","Traver, Robert\nClark, Shirley\nHunt, William\nStruck, Scott","Special Issue on Urban Storm-Water Management in the 21st Century",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q488\",\"back\")","v":"back"}]
["BR60","BR",60,310,"This study evaluated changes in soil physics and hydrological and hydrochemical efficiency of a bioretention system receiving water from a light industrial catchment and a busy road. The bioretention system was designed to have high metal removal potential and high permeability to compensate for undersized bioretention volume. 12 events were monitored and runoff was heavily polluted with sediment and heavy metals, in particular zinc. Results show that the bioretention system smoothed the hydrograph by reducing peak flow and volume for all 12 events. Overflow occurred in 10 events, indicating that the increased permeability did not fully compensate for the undersized volume. Most of the zinc, lead, and total suspended solids (TSS) were removed from the stormwater, with TSS and total zinc concentrations reducing by orders of magnitude. Despite high removal efficiency, median concentrations of zinc exiting the bioretention system still exceeded ecosystem health guidelines. The bioretention system was both a source and sink of copper.","Trowsdale, Sam A. \nSimcock, Robyn","Urban stormwater treatment using bioretention",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q489\",\"back\")","v":"back"}]
["construc28","construc",28,311,"This study compared denitrification and nitrate conversion rates in coastal sediments from a golf course, suburban site, undeveloped marsh, and nonmarsh area near rapidly developing Hilton Head Island, South Carolina. The two marsh sites had the greatest ammonium production, while the golf course swale had the greatest denitrification rates. The authors concluded that swales and vegetated buffers that incorporate sediments with high organic carbon content may aid in removing nitrate and other contaminants from runoff. ","Tuerk, Karen J. S.; Aelion, C. Marjorie","Microbial Nitrogen Removal in a Developing Suburban Estuary Along the South Carolina Coast",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q490\",\"back\")","v":"back"}]
[{"$f":"B313&C313","v":"BC31"},"BC",31,312,"This document provided an overview of municipal stormwater program evaluation with emphasis on meeting regulatory requirements, documentation of progress toward water quality goals, justification of commitment of resources, procurement of feedback to the management program, and assessment of reductions in pollutants of concern. ","United States Environmental Protection Agency","Evaluating the Effectiveness\nof Municipal Stormwater Programs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q491\",\"back\")","v":"back"}]
[{"$f":"B314&C314","v":"BC34"},"BC",34,313,"A literature review was conducted to determine the availability and reliability of data to assess the effectiveness of low-impact development (LID) practices for controlling stormwater runoff volume and reducing pollutant loadings to receiving waters. Background information concerning the uses, ownership, and associated costs for LID measures was also compiled. In general LID measures are more cost-effective and lower in maintenance than conventional, structural stormwater controls.","United States Environmental Protection Agency","Low Impact Development (LID) A Literature Review",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q495\",\"back\")","v":"back"}]
[{"$f":"B315&C315","v":"BC38"},"BC",38,314,"This page provided a quick summary of permeable pavement benefits for water quality and quantity. It cited studies done at the University of Guelph in Canada, in Florida, and at the Center for Urban Water Resources Management in Washington State. ","Urban Design Tools","Permeable Pavers",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q496\",\"back\")","v":"back"}]
["WST19","WST",19,315,"This paper presented and evaluated a number of structural and nonstructural BMPs. The evaluations were based on extensive literature review, field observation, and discussions with stormwater professionals in many parts of United States about their experience with BMP performance.","Urbonas, Ben","Assessment of Stormwater BMPs and their Technology",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q497\",\"back\")","v":"back"}]
[{"$f":"B317&C317","v":"MM17"},"MM",17,316,"This report summarized existing data regarding the effectiveness of BMPs to reduce pollutants in urban stormwater. The report summarized data from the ASCE National Stormwater BMP Database and the Center for Watershed Protection National Pollutant Removal Database. The report included a discussion of BMP costs and benefits.","US EPA Office of Water","Preliminary Data Summary of Urban Storm Water Best Management Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q503\",\"back\")","v":"back"}]
["2sweep4","2sweep",4,317,"This paper presented data on surface pollutant characteristics on impervious surfaces in order to estimate pollutant washoff characteristics. The study was conducted on an urban road surface in Melbourne, Australia, from samples collected over a 36-day period. The results showed that common storms remove only a small proportion of the total surface pollutant load. The data also showed that street sweeping may have an adverse impact on pollutant washoff because the street sweeper releases the finer material but removes only some of it, making the fine sediment available for washoff by the next storm. The data also showed that most of the nutrients are attached to the finer sediments.","Vaze, J.; Chiew, Francis H. S.","Experimental Study of Pollutant Accumulation on an Urban Road Surface",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q504\",\"back\")","v":"back"}]
[{"$f":"B319&C319","v":"BC82"},"BC",82,318,"This study evaluated concentrations of Escherichia coli (EC) and Enterococcus (ENT) in the influent, effluent, and retained water of 11 stormwater management devices in a 3.55-hectare asphalt parking lot. EC concentrations were below the EPA’s standard in 98% of all samples collected in the influent and effluent. The rock-lined swale had effluent ENT concentrations that were regularly higher than the influent concentrations and the gravel wetland and infiltration drainfield had effluent ENT concentrations that were regularly lower than the influent concentrations (median concentrations of 44 and 54 cfu/100mL, respectively). None of the other devices were found to have effluent concentrations of ENT that were significantly different from the influent concentrations above the 85% confidence level. These results suggest that some stormwater management measures are increasing bacterial concentrations in stormwater runoff. Further research is necessary to determine mechanisms by which this apparent loading is occurring.","Wadley, Robert A.","Stormwater Management Measures And Fecal Indicator Bacteria",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q510\",\"back\")","v":"back"}]
["JAWRA14","JAWRA",14,319,"Results from a multi-year study demonstrated that a constructed stormwater wetland (CSW) improved urban stormwater runoff quality mitigating downstream impacts. Stormwater sediment load was removed for all flow conditions during all seasons. The CSW also reduced the mass of nutrients discharged downstream throughout the year. Regardless of inlet concentration, the nutrients all had removal. Exceedance probabilities were used to evaluate the expected pollutant reductions of nutrients and to incorporate the effect of natural flow variation on quality. Other findings included the observation that there was no significant difference in the performance of the CSW over 2-year-long periods 4 years apart, indicating that a CSW is effective for an extended period.","Wadzuk, Bridget M.; Rea, Matthew; Woodruff, Gregg; Flynn, Kelly; Traver, Robert G.","Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q511\",\"back\")","v":"back"}]
["CB14","CB",14,320,"DelDOT researchers replaced concrete swales located between the southbound lanes of Interstate 95 with a bioretention cell to test how well it removes pollutants entering a nearby stream. Different types of storm drain inlet protectors were installed to test their effectiveness at removing pollutant loads. DelDOT also installed media filters, sand filters, and hydrodynamic separators. The paper summarizes the initial monitoring results for sediment and metals.","Walch, Marianne","Test-Driving Stormwater BMPs",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q515\",\"back\")","v":"back"}]
[{"$f":"B322&C322","v":"BC64"},"BC",64,321,"This document provided guidance on the use of a suite of BMP and low-impact development (LID) whole life cost models. These tools were developed to facilitate a whole life costing approach for stormwater BMPs and LID practices, including estimation of capital costs as well as operation and maintenance costs. ","Water Environment Research","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q522\",\"back\")","v":"back"}]
[{"$f":"B323&C323","v":"BR19"},"BR",19,322,"This study evaluated material with high phosphorus sorption suitable for bioretention filter media. The column leaching experiments were conducted with fly ash, two expanded shales, peat moss, limestone, and two common Oklahoma soils—Teller loam and Dougherty sand. Results showed that peat moss was a phosphorus source, while the two soils, limestone, and one expanded shale had only modest sorption capacity. Sand with 2.5% and 5% fly ash and the better expanded shale both provided significant phosphorus sorption. They have linear, non-equilibrium transport retardation factors of 272, 1618, and 185, with first-order rate coefficients of 0.153, 0.0752, and 0.113 hour, respectively. Transport simulation indicates that the sand/fly ash filter media could effectively treat 1 mg/L influent for 12 years in a paved watershed and 34 years in a grassed watershed before exceeding Oklahoma's scenic rivers' phosphorus criterion of 0.037 mg/L. ","Wei Zhang\nBrown, Glenn O.\nHailin Zhang\nStorm, Daniel E","Fly-Ash-Amended Sand as Filter Media in Bioretention Cells to Improve Phosphorus Removal",null,"done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q523\",\"back\")","v":"back"}]
[{"$f":"B324&C324","v":"BC65"},"BC",65,323,"This study evaluated implementation strategies for incorporating decentralized stormwater controls into an infrastructure management system. This research is phase 2 in a two-phase study. This phase built on phase 1 by providing additional research into institutional and programmatic issues and presented solutions to the challenges of broadening adoption of decentralized controls and enhanced operational methods. The researchers identified various implementation strategies for incorporating decentralized controls into urban infrastructure management programs. Using case studies and programmatic and regulatory examples, the report detailed insight into how best to expedite the adoption of decentralized controls. In the context of distributed controls, the researchers explored managing infrastructure by limiting demand. In addition, they evaluated economic methods appropriate for assessing environmental costs and benefits, to more fully capture the financial consideration of decentralized controls. The report also evaluated four commonly used stormwater models and provides guidance for modeling decentralized controls.","Weinstein, Neil; Cotting, Jennifer; Nees, Dan; Downing, Sara, Lee, Jeff; Tauber, Benjamin; English, Ann; Kloss, Christopher; Glass, Charles; Huber, Wayne; Morgan, Tracy","Decentralized Stormwater Controls for Urban Retrofit and Combined Sewer Overflow Reduction: Phase II",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q524\",\"back\")","v":"back"}]
["BR10","BR",10,324,"This report evaluated six different stormwater BMPs for cost (including construction and maintenance) and effectiveness in removing suspended sediments and total phosphorus. The total present cost of each stormwater BMP was reported as a function of the water quality design volume and the mass of total suspended solids and total phosphorus removed over the 20-year life was estimated as a function of the water quality volume. For the six stormwater BMPs investigated, results showed that, ignoring land costs, constructed wetlands have been the least expensive to construct and maintain if appropriate land is available. However, because wetlands typically require more land area to be effective, land acquisition costs may result in wetlands being significantly more expensive than other stormwater BMPs that require less area. The original data exhibited a wide amount of scatter that resulted in large 67% confidence intervals for the estimates of both the total present costs and mass of contaminants removed.","Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.","Cost and Pollutant Removal of Storm-Water Treatment Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q530\",\"back\")","v":"back"}]
["construc8","construc",8,325,"Six stormwater BMPs for treating urban rainwater runoff were evaluated for cost and effectiveness in removing suspended sediments and total phosphorus. Construction and annual operating and maintenance cost data were collected and analyzed. The total present cost of each stormwater BMP with the 67% confidence interval was reported as a function of the water quality design volume, again with a 67% confidence interval. Finally, the mass of total suspended solids and total phosphorus removed over the 20-year life was estimated as a function of the water quality volume. Results showed that, ignoring land costs, constructed wetlands have been the least expensive to construct and maintain if appropriate land is available. ","Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.","Cost and Pollutant Removal of Storm-Water Treatment Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q535\",\"back\")","v":"back"}]
[{"$f":"B327&C327","v":"BC86"},"BC",86,326,"The potential for groundwater contamination from stormwater infiltration was investigated by reviewing peer-reviewed literature. Metals are generally retained in the upper soil layers via adsorption to solid particles. However, eventual breakthrough can occur due to the finite sorption capacities of the soil media. Periodic replacement of the upper soil layer can reduce possible groundwater contamination. Studies have shown varied results regarding phosphorus removal via infiltration. Many organic pollutants, such as oils and gasoline, have a high soil affinity and can also be biodegraded. The fate and survival of pathogens depends upon multiple parameters and is not thoroughly understood. Although certain pollution risks are associated with infiltration, many pollution risks are also associated with discharging to surface water bodies.","Weiss, Peter t; LeFevre, Greg; Gulliver, John S.","Contamination of Soil and Groundwater Due to Stormwater Infiltration Practices",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q536\",\"back\")","v":"back"}]
["BC79","BC",79,327,"The international BMP contains more than 400 BMP studies, performance analysis results, tools for use in BMP performance studies, monitoring guidance and other study-related publications. The overall purpose of the project was to provide scientifically sound information to improve the design, selection, and performance of BMPs. Continued population of the database and assessment of its data will ultimately lead to a better understanding of factors influencing BMP performance and help to promote improvements in BMP design, selection and implementation. ","WERF, ASCE, EWRI, APWA, FHWA, USEPA","International Stormwater Best Management Practices (BMP) Database",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q537\",\"back\")","v":"back"}]
["LID15","LID",15,328,"This study evaluated the performance of four level spreader-vegetative filter strip (LS-VFS) systems designed to treat urban stormwater runoff at two sites in the Piedmont of North Carolina. Over 1 year, 21 storms were sampled and analyzed for total suspended solids (TSS) and nutrients. All four LS-VFS systems significantly and substantially reduced the concentration of TSS through sedimentation in the VFS (p < 0:05). Concentrations of dissolved nutrients were generally not reduced. The study found that LS-VFSs with dense grass had similar TSS effluent concentrations to bioretention. If influent total phosphorus (TP) was primarily sediment-bound, TP effluent concentrations were comparable with those from bioretention and permeable pavement. The authors concluded that a properly designed, constructed, and maintained LS-VFS stormwater BMP can be an effective tool to reduce particle-bound pollutant concentrations and pollutant loads in stormwater runoff.","Winston, R. J.; Hunt III, William; Osmond, D.; Lord, W. G.; Woodward, M. D.\n","Field Evaluation of Four Level Spreader-Vegetative Filter Strips to Improve Urban Storm-Water Quality",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q538\",\"back\")","v":"back"}]
[{"$f":"B330&C330","v":"MM20"},"MM",20,329,"The article summarizes a 1-year study in Alameda County, California, to determine an optimal catch basin (CB) cleaning frequency for each land use, determine pollutant concentrations in the CB sediments, and determine if CB and street sweeper sediments should be considered hazardous material. Data were collected from 60 CBs in residential, commercial, and industrial land uses. Six samples were collected from street sweepers. Commercial areas had the highest concentrations of copper and zinc. Industrial and residential areas had similar concentrations. For all land uses combined, annual cleaning removed 54 pounds, semiannual and quarterly cleaning removed 70 pounds, and monthly cleaning removed 160 pounds of sediment. Annual cleaning could reduce annual copper loads in the study area by 3 %, while monthly cleaning could remove 4% to 12%, depending on whether illegal dumping can be controlled.","Woodward-Clyde Consultants","Storm Inlet Pilot Study",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q539\",\"back\")","v":"back"}]
[{"$f":"B331&C331","v":"BC20"},"BC",20,330,"This technical summary addressed regulatory context for pathogens in receiving waters, sources of pathogens and fecal indicator bacteria, fate and transport processes, removal mechanisms and associated BMP design considerations for fecal indicator bacteria and pathogens, overview and analysis of fecal indicator bacteria included in the International Stormwater BMP Database (BMP Database), and conclusions and recommendations.","Wright Water Engineers, Inc.\nGeosyntec Consultants","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q545\",\"back\")","v":"back"}]
["WST2","WST",2,331,"In this study, three groups of cementicious porous pavement (CPP) specimens, all exposed to rainfall-runoff for 3 years, were used to test the pH and alkalinity elevation properties. It was found that runoff pH values were elevated from 7.4 to the range of 7.8–8.6 after infiltrating through the uncoated specimens, and from 7.4 to 8.5–10.7 after infiltrating through aluminum-coated specimens. Runoff alkalinity elevation efficiencies are 11.5%–14.5% for uncoated specimens and 42.2% for coated specimens. The study shows that CPP is an effective passive unit operation for stormwater acid neutralization in our built environment.","Xuheng Kuang; John Sansalone","Cementitious porous pavement in stormwater quality control: pH and alkalinity elevation",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q546\",\"back\")","v":"back"}]
["construc5","construc",5,332,"In this study, calcium carbonate was found to be an excellent phosphate binder, reducing up to 70% of the phosphates in a given sample of water, and it posed relatively negligible ecological repercussions. Initial analyses suggest a strong correlation between phosphate concentrations and bacterial populations; a 66% decrease in phosphate resulted in a 35% reduction in bacterial populations and a 45% reduction in enteropathogenic populations. Likewise, a strong correlation was shown between calcium carbonate concentrations and bacterial reduction greater than that which can be attributed to the phosphate reduction alone. ","Yanamadala, Vijay","Calcium Carbonate Phosphate Binding Ion Exchange Filtration and Accelerated Denitrification Improve Public Health Standards and Combat Eutrophication in Aquatic Ecosystems",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q547\",\"back\")","v":"back"}]
["BR11","BR",11,333,"This study evaluated a bi-phasic (i.e., sequence of anaerobic to aerobic) bioretention rain garden to determine the hydraulic characteristics of the system and evaluate the movement of runoff pollutants through the system. The study involved hydraulic tests with a bromide tracer and simulated runoff pollutants (nitrate-N, phosphate-P, copper [Cu], lead [Pb], and zinc [Zn]) under simulated continuous rainfall. Results showed that, for the 180 mm/24-hour rainfall, the bi-phasic bioretention system effectively reduced both peak flow (∼70%) and runoff volume (∼42%). Nitrate-N was easily transported through the system with potential leaching risk from the initial soil medium, whereas phosphate-P and metals were significantly retained indicating sorption-mediated transport.","Yang, H.\nFlorence, D. C.\nMcCoy, E. L.\nDick, W. A.\nGrewal, P. S.","Design and hydraulic characteristics of a field-scale bi-phasic bioretention rain garden system for storm water management",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q548\",\"back\")","v":"back"}]
["construc26","construc",26,334,"This study compared the effectiveness of silt fence systems installed with and without tiebacks. An intermediate-scale laboratory model was used to simulate erosion processes at highway construction sites. The results showed that silt fence installations utilizing tiebacks remove sediment primarily through the process of sedimentation, not by filtration. The experimental data suggest that a well-designed silt fence with tiebacks can remove up to 90% of solids transported by the runoff water. ","Zech, W. C.; Halverson, J. L.; Clement, T. P.","Intermediate-Scale Experiments to Evaluate Silt Fence Designs to Control Sediment Discharge from Highway Construction Sites",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q549\",\"back\")","v":"back"}]
[{"$f":"B336&C336","v":"PSC13"},"PSC",13,335,"The study evaluated the water quantity and quality control provided by an in situ partial exfiltration reactor (PER), which combined the surface straining of the cementitious porous pavement (CPP) layer with filtration of oxide-coated sand media beneath. Results suggested that a properly designed PER can provide effective in situ control for particles and could be combined with or function separately from source control (i.e., pavement cleaning or a mass trading framework). ","Zheng Teng\nSansalone, John","In Situ Partial Exfiltration of Rainfall Runoff. II: Particle Separation",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q550\",\"back\")","v":"back"}]
[{"$f":"B337&C337","v":"BC29"},"BC",29,336,"Although the WTM is a simple model, it requires significant data input. In addition, the spreadsheet may appear overwhelming because all of the algorithms and data used by the model are visible to the user. This brief overview of the user's guide described the allowable inputs to the model, the calculations taking place, and final display of the model results. ","not available","2010 Watershed Treatment Model (WTM) User’s Guide – Beta",null,"Done","Done",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Database'!Q551\",\"back\")","v":"back"}]

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[null,"Data Dictionary"]
["Specific BMP","Definitions/explanations (from ASCE and Washington State Department of Ecology)","Other BMPS Grouped under this Specific BMP"]
["biofilter","Vegetated areas designed to accept sheet flow provided by flow spreaders that accept flow from an upstream development. Vegetation may take the form of grasses, meadows, forests, etc. The primary mechanisms for pollutant removal are filtration, infiltration, and settling.","buffer strips, grass strip, grass filter strips, grass swale"]
["CB cleaning","Catch basin cleaning is a nonstructural BMP that aims to prevent pollutant-laden sediment from being flushed out to a receiving water body by removing sediment from the catch basin before wet weather events."]
["detention basin","Basins designed to completely empty at some time after stormwater runoff ends. These are adaptations of the detention basins used for flood control. The primary difference is in outlet design; outlets are much smaller than those of flow control to extend the detention time for more frequent events so that pollutant removal is facilitated. ","dry detention basin, detention pond, underground vault, underground tank or pipe, extended dry detention basin"]
["education","Efforts to inform city employees, the public, and businesses about the importance of using practices that protect stormwater from improper use, storage, and disposal of pollutants, toxics, household products, etc. The ultimate goal of educational BMPs is to cause behavioral changes."]
["infiltration basin","A basin that can capture a given stormwater runoff volume and infiltrate it into the ground, transferring this volume from surface flow to groundwater flow. ","percolation trench, drywell"]
["LID","Low-impact development (LID), at the site level, where there is not a specific device that is listed such as porous pavement or rain garden.","low-impact development, green stormwater infrastructure, green solutions, green roof, rainwater harvesting, cistern, "]
["maintenance practice","Measures such as street sweeping, road and street pavement repair, road salting and sanding, roadside ditch cleaning and restoration, parking lot sweeping, etc. ","sewer cleaning, ditch cleaning, pollution prevention, operation and maintenance, inspections"]
["manufactured device","A wide range of various proprietary and nonproprietary device types. BMPs categorized as manufactured devices incorporate or emphasize a variety of different unit processes and design elements (e.g., storage versus flow-through designs, inclusion of media filtration, etc.) that vary significantly throughout the category. ","hydrodynamic, vortex"]
["media filter","A facility that uses some form of a granular or membrane filter, with or without a pre-settling basin, to filter pollutants from stormwater. The most typical filter is sand, but other materials, including peat mixed with sand, compost with sand, geotextiles, and absorption pads and beds are commonly used. ","carbon granules, compost, geotextile, mixed media, peat, sand, fabric membrane"]
["oil/water separator","A vault, usually underground, designed to provide a quiescent environment to separate oil from water."]
["other","A type of structural BMP that does not fit any of the categories above or a nonstructural programmatic BMP."]
["porous pavement","Areas with permeable surfaces such as porous asphalt, open-graded Portland cement concrete, coarse granular materials, concrete or plastic unit pavers, and plastic grid systems. Representative applications may include driveways, patio slabs, walkways and sidewalks, trails, alleys, and overflow or otherwise lightly used parking lots.","permeable pavements, pervious pavement, porous asphalt, porous turf, pervious concrete, modular block"]
["rain garden","Landscaping features adapted to provide on site treatment of stormwater runoff. They are commonly located in parking lot islands or within small pockets of residential land uses. Surface runoff is directed into shallow, landscaped areas with engineered soils, with or without underdrain systems. The filtered runoff can be collected in a perforated underdrain and returned to the storm drain system or infiltrated into the ground. ","bioretention area, bioretention system; in some areas (i.e. the United Kingdom) biofilters, biofiltration system"]
["retention pond","A permanent pool of water, unlike detention basins, which does not dry out between storms. The permanent pool of water is replaced in part or in total by stormwater during a storm event. The design is such that any available surcharge capture volume is released over time. The hydraulic residence time for the permanent pool over time can provide biochemical treatment. A dry weather base flow, pond liner and/or high groundwater table are required to maintain the permanent pool. ","wet pond, retention tank, retention pond, underground vault (wet)"]
["source control","Includes preventing rainfall from contacting pollutant-laden surfaces and preventing pollutant-laden runoff from leaving locations such as automobile maintenance, salvage, and service stations; commercial, restaurant, and retail sites; construction sites; farming and agricultural sites; industrial sites, etc. ","construction activities, automobile maintenance shops, restaurants"]
["street sweeping","A maintenance practice that uses mechanical vehicles to sweep particles or sediments off the streets."]
["wetlands","Similar to a retention pond (with a permanent pool of water) with more than 50 percent of its surface covered by emergent wetland vegetation, or similar to a detention basin (no significant permanent pool of water) with most of its bottom covered with wetland vegetation.","wetland channel, wetland basin"]
[]
["Multiple BMPs","Definitions/explanations"]
["yes","Indicates that the study included more than one BMP with each BMP listed in the database. These entries have the same unique ID as each study (and not each database record) was given a unique ID."]
["no","Indicates that the study included only one BMP."]
[]
["Retrofit","Definitions/explanations"]
["yes","Indicates that the study is focusing on something that is being retrofitted."]
["no","Indicates that the study is focusing on a newly installed BMP."]
[]
["Land Use","Definitions/explanations"]
["agriculture","agriculture"]
["commercial","shops, businesses, malls"]
["industrial","material handling, transportation, manufacturing, etc."]
["laboratory","no land use specified, stormwater created in a lab to test BMPs"]
["mixed urban","a mixture of land uses within an urban area"]
["multiple","study covered areas of different land uses"]
["other","none of the above"]
["residential","homes, condos, apartments, neighborhoods"]
["rural, non-agriculture","low density housing"]
["transportation","roads, freeways, highways"]
["not available","land use could not be determined from study abstract; refer to the study."]
[]
["Primary Pollutant","Definitions/explanations","Pollutants Included in this Category"]
["bacteria","Fecal bacteria that are used to indicate the potential presence of fecal-related pathogens. ","fecal coliform, e. coli, enteroccus"]
["flow","Flow rate and/or volume. Many studies evaluate flow rates in order to determine pollutant load reductions. Excessive flow can cause channel erosion and other adverse impacts. Reducing flow volumes can reduce channel erosion as well as pollutant loads.","volume, infiltration rate"]
["multiple","Indicates multiple pollutants were evaluated. The specific pollutants are listed in the \"Secondary Pollutants\" column, if identified in the paper."]
["not available","The study did not mention specific pollutants."]
["nutrients","Elements that can trigger nuisance aquatic plant growth. ","phosphorus, nitrogen, nitrate, ammonia, orthophosphate"]
["other","Anything that did not fit into one of the defined categories."]
["sediment","This includes suspended solids, catch basin and pond sediment, street sweeping solids, eroded soil from construction sites, etc. ","TSS, turbidity, sediment"]
["temperature","Water temperature."]
["toxics","Pollutants that are potentially toxic.","metals, petroluem hydrocarbons, pesticides, PAHs"]

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[null,"Search Terms:"]
[null,"[Stormwater OR Storm Water] "]
[null,"AND"]
[null,"[Keyword from list below] "]
[null,"AND"]
[null,"[Effectiveness OR Performance OR Benefit OR Removal Efficiency OR Reduction OR Removal]"]
[]
[null,"Keyword (based on effectiveness questions in annual reports and questionnaires)"]
[null,"Public education private stormwater [facility, system] maintenance"]
[null,"Public education private storm water [facility, system] maintenance"]
[null,"Public education BMPs"]
[null,"Public education stormwater quality"]
[null,"Public education storm water quality"]
[null,"Public education storm drain stenciling"]
[null,"Public education catch basin stenciling"]
[null,"Public education pet waste"]
[null,"Public education fertilizers"]
[null,"Public education excessive watering"]
[null,"Public education car wash"]
[null,"Catch basin cleaning frequency"]
[null,"Catch basin cleaning water quality"]
[null,"Catch basin maintenance"]
[null,"Storm drain cleaning"]
[null,"Storm sewer cleaning"]
[null,"Stormwater system cleaning"]
[null,"Street sweeping"]
[null,"Catch basin insert"]
[null,"Construction inspection"]
[null,"Construction sediment"]
[null,"Construction stormwater management"]
[null,"Construction stormwater pollution prevention"]
[null,"Erosion control inspection"]
[null,"Erosion control program"]
[null,"Pollutant source tracking"]
[null,"Sediment control plan"]
[null,"Storm drain retrofit"]
[null,"Stormwater facility retrofit"]
[null,"Temporary erosion control"]
[null,"Natural nutrient management"]
[null,"Integrated pest management plan"]
[null,"BMP"]
[null,"Oil water separator"]
[null,"Private storm inspection"]
[null,"Construction BMP"]
[null,"Outfall inspection"]
[null,"Biofiltration"]
[null,"Bioinfiltration"]
[null,"Bioretention"]
[null,"Bioswale"]
[null,"Compost stormwater filter media"]
[null,"Stormwater BMP plants"]
[null,"Permeable pavement"]
[null,"Porous pavement"]
[null,"LID"]
[null,"Rain garden"]
[null,"Low impact development"]
[null,"Vegetative filter strips"]
[null,"Wetpool"]
[null,"Comprehensive urban watershed plan"]
[null,"Instream biological indicator"]
[null,"Benthic invertebrate index"]
[null,"Flow control requirement"]
[null,"Surface water management plan"]
[null,"Stormwater management program"]
[null,"IDDE"]
[null,"Pollutant source control"]
[null,"Dumpster"]

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[{"$f":"B3&C3","v":"WST5"},"WST",5,1,"controlling runoff","manufactured device","no","no","Australia","residential","multiple","nutrients, sediment",null,"A. Khastagir; L. N. N. Jayasuriya",2010,"Impacts of Using Rainwater Tanks on Stormwater Harvest and Runoff Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E2\",\"Impacts of Using Rainwater Tanks on Stormwater Harvest and Runoff Quality\")","v":"Impacts of Using Rainwater Tanks on Stormwater Harvest and Runoff Quality"},"Water Science and Technology, Vol 62, No 2, p324-329",{"$f":"IF(LEN(T3)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/06202/wst062020324.htm","unknown- need full report","yes","concentration",{"$f":"IF(OR(U3=\"unknown- need full report\",V3=\"unknown- need full report\",W3=\"unknown- need full report\",I3=\"unknown\",K3=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A3,#REF!,2,FALSE),(IF(B3=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave7","permpave",7,2,"controlling runoff","porous pavement","no","no","not available","commercial","flow","not applicable",null,"Abbot, C.L.; Comino-Mateos, L.",2003,"In-Situ hydraulic performance of permeable pavement of  a permeable pavement sustainable urban drainage system",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E3\",\"In-Situ hydraulic performance of permeable pavement of  a permeable pavement sustainable urban drainage system\")","v":"In-Situ hydraulic performance of permeable pavement of  a permeable pavement sustainable urban drainage system"},"Journal of the Chartered Institution of Water & Environmental Management","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1747-6593.2003.tb00460.x/abstract?systemMessage=Wiley+Online+Library+will+be+disrupted+6+Aug+from+10-12+BST+for+monthly+maintenance","13 months","unknown","flow","no",null,"COD",{"$f":"IFERROR(VLOOKUP(A4,#REF!,2,FALSE),(IF(B4=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp26","bmp",26,3,"controlling runoff","rain garden","yes","no","not available","mixed urban","multiple","flow, sediment, toxics",null,"Ackerman, Drew; Stein, Eric D.",2008,"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E4\",\"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling\")","v":"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling"},"Journal of Environmental Engineering, Aug 2008, Vol 134, Issue 8, p628-639","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?166068","10 years","yes","model","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A5,#REF!,2,FALSE),(IF(B5=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp26","bmp",26,3,"controlling runoff","biofilter","yes","no","not available","mixed urban","multiple","flow, sediment, toxics",null,"Ackerman, Drew; Stein, Eric D.",2008,"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E4\",\"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling\")","v":"Evaluating the Effectiveness of Best Management Practices Using Dynamic Modeling"},"Journal of Environmental Engineering, Aug 2008, Vol 134, Issue 8, p628-639","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?166068","10 years","yes","model","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A6,#REF!,2,FALSE),(IF(B6=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM16","MM",16,4,"controlling runoff","infiltration basin","no","no","Pierce County, WA","multiple","multiple","sediment, nutrients, toxics, bacteria",null,"Adolfson Associates Inc.; Brown and Caldwell",1995,"Pilot Evaluation: Subsurface Stormwater Disposal Facilities, Clover/Chambers Creek Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E5\",\"Pilot Evaluation: Subsurface Stormwater Disposal Facilities, Clover/Chambers Creek Basin\")","v":"Pilot Evaluation: Subsurface Stormwater Disposal Facilities, Clover/Chambers Creek Basin"},"Washington State Department of Ecology, Tacoma-Pierce County Health Department, Pierce County Public Works Surface Water Management","no",null,"4.5 years","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A7,'[1]Full Articles'!$A$3:$B$312,2,FALSE),(IF(B7=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC16","PSC",16,5,"public education and outreach","education","yes","no","Goteborg, Sweden","mixed urban","toxics","not applicable",null,"Ahlman, S.\nMalm, A.\nKant, H.\nSvensson, G.\nKarlsson, P.",2005,"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E6\",\"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution\")","v":"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution"},"Water Science & Technology; 2005, Vol. 52 Issue 5, p9-16","yes","http://www.iwaponline.com/wst/05205/wst052050009.htm","not available","no","model","no",null,"COD",{"$f":"IFERROR(VLOOKUP(A8,#REF!,2,FALSE),(IF(B8=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC16","PSC",16,5,"pollution prevention and municipal operations","other","yes","no","Goteborg, Sweden","mixed urban","toxics","not applicable",null,"Ahlman, S.\nMalm, A.\nKant, H.\nSvensson, G.\nKarlsson, P.",2005,"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E6\",\"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution\")","v":"Modeling non-structural Best Management Practices--focus on reductions in stormwater pollution"},"Water Science & Technology; 2005, Vol. 52 Issue 5, p9-16","yes","http://www.iwaponline.com/wst/05205/wst052050009.htm","not available","no","model","no",null,"COD",{"$f":"IFERROR(VLOOKUP(A9,#REF!,2,FALSE),(IF(B9=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC11","BC",11,6,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A10,#REF!,2,FALSE),(IF(B10=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC11","BC",11,6,"controlling runoff","oil water separator","yes","yes","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A11,#REF!,2,FALSE),(IF(B11=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC11","BC",11,6,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A12,#REF!,2,FALSE),(IF(B12=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC11","BC",11,6,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",1998,"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E7\",\"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database\")","v":"National Stormwater BMP Database\nMaster BMP Bibliography Used to Develop the Database"},"American Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/bibl3.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A13,#REF!,2,FALSE),(IF(B13=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E8\",\"BMP Database Bibliography\")","v":"BMP Database Bibliography"},"International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A14,#REF!,2,FALSE),(IF(B14=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A15,#REF!,2,FALSE),(IF(B15=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A16,#REF!,2,FALSE),(IF(B16=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A17,#REF!,2,FALSE),(IF(B17=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","street sweeping","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A18,#REF!,2,FALSE),(IF(B18=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC12","BC",12,7,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","not available",null,"American Society of Civil Engineers",null,"BMP Database Bibliography","BMP Database Bibliography","International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bibliography.xls","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A19,#REF!,2,FALSE),(IF(B19=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B20&C20","v":"rg15"},"rg",15,8,"pollution prevention and municipal operations","rain garden","no","no","Minnesota","mixed urban","other","not applicable",null,"Asleson, Brooke C.; Nestingen, Rebecca S.; Gilliver, John S.; Hozalski, Raymond M.; Nieber, John L.",2009,"Performance Assessment of Rain Gardens",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E9\",\"Performance Assessment of Rain Gardens\")","v":"Performance Assessment of Rain Gardens"},"Journal of the American Water Resources Association; Aug2009, Vol. 45 Issue 4, p1019-1031, 13p",{"$f":"IF(LEN(T20)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2009.00344.x/abstract","unknown- need full report","yes","flow",{"$f":"IF(OR(U20=\"unknown- need full report\",V20=\"unknown- need full report\",W20=\"unknown- need full report\",I20=\"unknown\",K20=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A20,#REF!,2,FALSE),(IF(B20=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC88","BC",88,9,"controlling runoff","rain garden","no","yes","Minnesota","residential","flow","not applicable",null,"Asleson, Brooke C.; Nestingen, Rebecca S.; Gilliver, John S.; Hozalski, Raymond M.; Nieber, John L.",2007,"The development and application of a four-level rain garden assessment methodology",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E10\",\"The development and application of a four-level rain garden assessment methodology\")","v":"The development and application of a four-level rain garden assessment methodology"},"University of Minnesota St. Anthony Falls Laboratory","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7733","1 year","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A21,#REF!,2,FALSE),(IF(B21=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["construc41","construc",41,10,"controlling runoff","source control","no","no","not available","not available","sediment","not applicable",null,"Babcock, D. L.; McLaughlin, R. A.",2011,"Runoff water quality and vegetative establishment for groundcovers on steep slopes",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E11\",\"Runoff water quality and vegetative establishment for groundcovers on steep slopes\")","v":"Runoff water quality and vegetative establishment for groundcovers on steep slopes"},"Journal of Soil & Water Conservation; Mar/Apr2011, Vol. 66 Issue 2, p132-141, 10p","yes","http://www.jswconline.org/content/66/2/132.abstract","not available","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A22,#REF!,2,FALSE),(IF(B22=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC72","BC",72,11,"controlling runoff","porous pavement","no","no","Durham, NH","commercial","sediment","not applicable",null,"Ballestero, Thomas P.; Roseen, Robert M.; Briggs, Joshua; Puls, Tim",2009,"Reduction in Infiltration Capacity of Porous Asphalt and a Survey of Cleaning Methods and Their Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E12\",\"Reduction in Infiltration Capacity of Porous Asphalt and a Survey of Cleaning Methods and Their Effectiveness\")","v":"Reduction in Infiltration Capacity of Porous Asphalt and a Survey of Cleaning Methods and Their Effectiveness"},"University of New Hampshire Stormwater Center","yes","http://www.vaasphalt.org/documents/porous/Porous_Asphalt_Paving_Cleaning_Maintenance.pdf","5 years","yes","flow","have full report","power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A23,#REF!,2,FALSE),(IF(B23=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC66","BC",66,12,"controlling runoff","LID","yes","no","not available","multiple","multiple","nutrients, toxics",null,"Ballestero, Thomas P.; Roseen, Robert M.; Houle, James P.; Watts, Alison W.",2009,"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E13\",\"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff\")","v":"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff"},"University of New Hampshire Stormwater Center; TRB 88th Annual Meeting, Washington DC.  14 January 2009","yes","http://www.unh.edu/unhsc/presentations","not applicable","no","paper","have full report","general power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A24,#REF!,2,FALSE),(IF(B24=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC66","BC",66,12,"controlling runoff","infiltration basin","yes","no","not available","multiple","multiple","nutrients, toxics",null,"Ballestero, Thomas P.; Roseen, Robert M.; Houle, James P.; Watts, Alison W.",2009,"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E13\",\"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff\")","v":"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff"},"University of New Hampshire Stormwater Center; TRB 88th Annual Meeting, Washington DC.  14 January 2009","yes","http://www.unh.edu/unhsc/presentations","not applicable","no","paper","have full report","general power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A25,#REF!,2,FALSE),(IF(B25=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC66","BC",66,12,"controlling runoff","porous pavement","yes","no","not available","multiple","multiple","nutrients, toxics",null,"Ballestero, Thomas P.; Roseen, Robert M.; Houle, James P.; Watts, Alison W.",2009,"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E13\",\"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff\")","v":"Hydraulic and Water Quality Issues Involved with Recharge of Highway Runoff"},"University of New Hampshire Stormwater Center; TRB 88th Annual Meeting, Washington DC.  14 January 2009","yes","http://www.unh.edu/unhsc/presentations","not applicable","no","paper","have full report","general power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A26,#REF!,2,FALSE),(IF(B26=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp53","bmp",53,13,"controlling runoff","media filter","yes","yes","California","transportation","multiple","sediment, toxics",null,"Barrett, Michael E.",2005,"Performance Comparison of Structural Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E14\",\"Performance Comparison of Structural Stormwater Best Management Practices\")","v":"Performance Comparison of Structural Stormwater Best Management Practices"},"Water Environment Research, Jan/Feb 2005, Vol 77, Issue 1, p78-86","yes","http://www.ncbi.nlm.nih.gov/pubmed/15765939","not applicable","yes","concentration",{"$f":"IF(OR(U27=\"unknown- need full report\",V27=\"unknown- need full report\",W27=\"unknown- need full report\",I27=\"unknown\",K27=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A27,#REF!,2,FALSE),(IF(B27=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp53","bmp",53,13,"controlling runoff","retention pond","yes","yes","California","transportation","multiple","sediment, toxics",null,"Barrett, Michael E.",2005,"Performance Comparison of Structural Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E14\",\"Performance Comparison of Structural Stormwater Best Management Practices\")","v":"Performance Comparison of Structural Stormwater Best Management Practices"},"Water Environment Research, Jan/Feb 2005, Vol 77, Issue 1, p78-86","yes","http://www.ncbi.nlm.nih.gov/pubmed/15765939","not applicable","yes","concentration",{"$f":"IF(OR(U28=\"unknown- need full report\",V28=\"unknown- need full report\",W28=\"unknown- need full report\",I28=\"unknown\",K28=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A28,#REF!,2,FALSE),(IF(B28=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB9","CB",9,14,"controlling runoff","media filter","no","yes","California","transportation","multiple","nutrients, sediment, toxics ",null,"Barrett, Michael E.",2003,"Performance, Cost, and Maintenance Requirements of Austin Sand Filters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E15\",\"Performance, Cost, and Maintenance Requirements of Austin Sand Filters\")","v":"Performance, Cost, and Maintenance Requirements of Austin Sand Filters"},"Journal of Water Resources Planning and Management","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v129/i3/p234_s1?isAuthorized=no","3 years","yes","concentration & flow","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A29,#REF!,2,FALSE),(IF(B29=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC70","BC",70,15,"controlling runoff","porous pavement","no","yes","Austin, TX","transportation","multiple","sediment, toxics",null,"Barrett, Michael E.; Shaw, Christopher B.",2006,"Stormwater Quality Benefits of a Porous Asphalt Overlay",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E16\",\"Stormwater Quality Benefits of a Porous Asphalt Overlay\")","v":"Stormwater Quality Benefits of a Porous Asphalt Overlay"},"Texas DOT Report No. FHWA/TX-07/0-4605-2","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/paving_docs/Porous%20Asphalt%20Overlay%20WQ-Barrett%202006%20.pdf","28 months","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A30,#REF!,2,FALSE),(IF(B30=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC90","BC",90,16,"public education and outreach","source control","yes","no","Plymouth and Maple Grove, MN","residential","multiple","nutrients, sediment",null,"Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica",2006,"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E17\",\"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs\")","v":"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7750","5 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A31,#REF!,2,FALSE),(IF(B31=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC90","BC",90,16,"controlling runoff","rain garden","yes","no","Plymouth and Maple Grove, MN","residential","multiple","nutrients, sediment","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica",2006,"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E17\",\"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs\")","v":"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7750","5 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A32,#REF!,2,FALSE),(IF(B32=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC90","BC",90,16,"controlling runoff","detention basin","yes","no","Plymouth and Maple Grove, MN","residential","multiple","nutrients, sediment","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica","Barten, John; Vlach, Brian; Johnson, James; Zachay, Monica",2006,"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E17\",\"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs\")","v":"Monitoring the Long-term Effectiveness of Metropolitan Cold Weather BMPs: Long-term Assessment of Phosphorous Free Fertilizers and Golf Course BMPs"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7750","5 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A33,#REF!,2,FALSE),(IF(B33=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC75","BC",75,17,"pollution prevention and municipal operations","street sweeping","no","no","Seattle, WA","mixed urban","multiple","sediment, toxics",null,"Basketfield, Shelly; Frodge, Jonathan; Takahashi, Emiko; Williamson, Scott",2010,"Street Sweeping for Water Quality: Business Case No. 1",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E18\",\"Street Sweeping for Water Quality: Business Case No. 1\")","v":"Street Sweeping for Water Quality: Business Case No. 1"},"Seattle Public Utilities, Utility System Management Branch","yes","http://www.seattle.gov/util/Services/Drainage_&_Sewer/Keep_Water_Safe_&_Clean/Street_Sweep_Project/index.asp","1 year","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A34,#REF!,2,FALSE),(IF(B34=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp51","bmp",51,18,"controlling runoff","LID","multiple","no","Scotland","mixed urban","multiple","nutrients, sediment",null,"Bastien, Nicolas; Arthur, Scott; Wallis, Stephen; Scholz, Miklas",2010,"Optimising Regional Sustainable Drainage Systems Pond Performance Using Treatment Trains",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E19\",\"Optimising Regional Sustainable Drainage Systems Pond Performance Using Treatment Trains\")","v":"Optimising Regional Sustainable Drainage Systems Pond Performance Using Treatment Trains"},"Desalination & Water Treatment, Jul 2010, Vol 19, Issue 1-3, p2-11.  ","yes","http://web.sbe.hw.ac.uk/staffprofiles/bdgsa/Scott%20Arthur%20Papers/2_7518.pdf","not applicable","yes","model",{"$f":"IF(OR(U35=\"unknown- need full report\",V35=\"unknown- need full report\",W35=\"unknown- need full report\",I35=\"unknown\",K35=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A35,#REF!,2,FALSE),(IF(B35=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WET13","WET",13,19,"controlling runoff","wetlands","no","no","not available","not available","not available","not available",null,"Bautista, Mark F.; Geiger, N. Stan",1993,"Wetlands for Stormwater Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E20\",\"Wetlands for Stormwater Treatment\")","v":"Wetlands for Stormwater Treatment"},"Water Environment & Technology, Vol 5, Issue 7, p50","no",null,"not available","unknown","unknown",{"$f":"IF(OR(U36=\"unknown- need full report\",V36=\"unknown- need full report\",W36=\"unknown- need full report\",I36=\"unknown\",K36=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,null,{"$f":"IFERROR(VLOOKUP(A36,#REF!,2,FALSE),(IF(B36=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB17","2CB",17,20,"pollution prevention and municipal operations","manufactured device","no","yes","Florida, Colorado, Washington, Connecticut, California, Oregon","mixed urban","multiple","nutrients, sediment, toxics ",null,"Baxter, Roberta",2007,"Inlet Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E21\",\"Inlet Protection\")","v":"Inlet Protection"},"Stormwater, Sep 2007, Vol 8, Issue 6, p114-121","yes","http://www.stormh2o.com/september-2007/catch-basin-inserts.aspx","not available","no","indirect","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A37,#REF!,2,FALSE),(IF(B37=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave3","permpave",3,21,"controlling runoff","porous pavement","no","no","North Carolina Coastal Plain","mixed urban","multiple","flow, nutrients",null,"Bean, Eban Zachary; Hunt, William Frederick; Bidelspach, David Alan",2007,"Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E22\",\"Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts\")","v":"Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts"},"Journal of Irrigation & Drainage Engineering; Nov/Dec 2007, Vol 133, No 6, p583-592","yes","http://ascelibrary.org/iro/resource/1/jidedh/v133/i6/p583_s1?isAuthorized=no","1 - 2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A38,#REF!,2,FALSE),(IF(B38=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave5","permpave",5,22,"controlling runoff","porous pavement","yes","no","Mid Atlantic, USA","mixed urban","flow","not applicable",null,"Bean, Eban Zachary; Hunt, William Frederick; Bidelspach, David Alan",2007,"Field Survey of Permeable Pavement Surface Infiltration Rates",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E23\",\"Field Survey of Permeable Pavement Surface Infiltration Rates\")","v":"Field Survey of Permeable Pavement Surface Infiltration Rates"},"Journal of Irrigation & Drainage Engineering; May/June 2007, Vol 133, No 3, p249-255","y","http://ascelibrary.org/iro/resource/1/jidedh/v133/i3/p249_s1?isAuthorized=no","unknown","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A39,#REF!,2,FALSE),(IF(B39=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA13","JAWRA",13,23,"controlling runoff","LID","yes","no","Waterford, CT","residential","multiple","flow, nutrients, sediment, toxics",null,"Bedan, Erik S.; Clausen, John C.",2009,"Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E24\",\"Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds\")","v":"Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds"},"Journal of the American Water Resources Association, Vol 45, Issue 4, p998-1008",{"$f":"IF(LEN(T40)>0,\"yes\",\"no\")","v":"yes"},"http://hero.epa.gov/index.cfm?action=search_new.view&reference_id=345906","10 years","yes","concentration and load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A40,#REF!,2,FALSE),(IF(B40=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp60","bmp",60,24,"controlling runoff","source control","no","yes","San Diego, CA","laboratory","sediment","not applicable",null,"Beighley, R Edward; Valdes, Julio R.  ",2009,"Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E25\",\"Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall\")","v":"Slope Interrupter Best Management Practice Experiments on a Tilting Soil Bed with Simulated Rainfall"},"Journal of Irrigation & Drainage Engineering, Jul/Aug 2009, Vol 135, Issue 4, p480-486","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?173467","not applicable","yes","load",{"$f":"IF(OR(U41=\"unknown- need full report\",V41=\"unknown- need full report\",W41=\"unknown- need full report\",I41=\"unknown\",K41=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A41,#REF!,2,FALSE),(IF(B41=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc40","construc",40,25,"controlling runoff","source control","no","no","San Diego, CA","laboratory","flow","not applicable",null,"Beighley, R. Edward; Scholl, Bryan; Faucette, L. Britt; Governo, Jason",2010,"Runoff Characteristics for Construction Site Erosion Control Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E26\",\"Runoff Characteristics for Construction Site Erosion Control Practices\")","v":"Runoff Characteristics for Construction Site Erosion Control Practices"},"Journal of Irrigation & Drainage Engineering; Jun2010, Vol. 136 Issue 6, p405-413, 9p","yes","http://ascelibrary.org/iro/resource/1/jidedh/v136/i6/p405_s1?isAuthorized=no","not applicable","yes","flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A42,#REF!,2,FALSE),(IF(B42=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt1","biofilt",1,26,"controlling runoff","biofilter","no","no","not applicable","laboratory","toxics","not applicable",null,"Bester, Kai1,\nSchäfer, Daniel\n",2009,"Activated soil filters (bio filters) for the elimination of xenobiotics (micro-pollutants) from storm- and waste waters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E27\",\"Activated soil filters (bio filters) for the elimination of xenobiotics (micro-pollutants) from storm- and waste waters\")","v":"Activated soil filters (bio filters) for the elimination of xenobiotics (micro-pollutants) from storm- and waste waters"},"Water Research; Jun2009, Vol. 43 Issue 10, p2639-2646, 8p","yes","http://www.sciencedirect.com/science/article/pii/S0043135409001857","unknown- need full report","unknown- need full report","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A43,#REF!,2,FALSE),(IF(B43=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM18","MM",18,27,"public education and outreach","source control","no","no","Various, USA","multiple","other","not applicable",null,"Betsy Elzufon",2000,"Tools to Measure Source Control Program Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E28\",\"Tools to Measure Source Control Program Effectiveness\")","v":"Tools to Measure Source Control Program Effectiveness"},"Water Environment Research Foundation, Watershed and Ecosystems, Project 98-WSM-2","no",null,"not applicable","no","indirect",{"$f":"IF(OR(U44=\"unknown- need full report\",V44=\"unknown- need full report\",W44=\"unknown- need full report\",I44=\"unknown\",K44=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A44,#REF!,2,FALSE),(IF(B44=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc13","construc",13,28,"controlling runoff","source control","no","no","Urbana, IL","agriculture, laboratory","sediment","not applicable",null,"Bhattarai, Rabin; Kalita, Prasanta K.; Yatsu, Shotaro; Howard, Heidi R.; Svendsen, Niels G.",2011,"Evaluation of compost blankets for erosion control from disturbed lands",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E29\",\"Evaluation of compost blankets for erosion control from disturbed lands\")","v":"Evaluation of compost blankets for erosion control from disturbed lands"},"Journal of Environmental Management; Mar2011, Vol. 92 Issue 3, p803-812, 10p","yes","http://www.sciencedirect.com/science/article/pii/S0301479710003609"," 5 months","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A45,#REF!,2,FALSE),(IF(B45=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM19","MM",19,29,"controlling runoff","wetlands","no","no","Chesapeake Bay area","multiple","multiple","nutrients, sediment, toxics",null,"Black and Veatch\nVirginia Tech, Department of Civil Engineering",1996,"Draft Report on Preliminary Findings: The Use of Constructed Wetlands and Riparian Buffer Zones for Stormwater Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E30\",\"Draft Report on Preliminary Findings: The Use of Constructed Wetlands and Riparian Buffer Zones for Stormwater Management\")","v":"Draft Report on Preliminary Findings: The Use of Constructed Wetlands and Riparian Buffer Zones for Stormwater Management"},"Water Environment Research Foundation, October 1996","no",null,"2 years","yes","concentration",{"$f":"IF(OR(U46=\"unknown- need full report\",V46=\"unknown- need full report\",W46=\"unknown- need full report\",I46=\"unknown\",K46=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A46,#REF!,2,FALSE),(IF(B46=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt16","biofilt",16,30,"controlling runoff","LID","no","no","Australia","laboratory","toxics","not applicable",null,"Blecken, Godecke-Tobias; Marsalek, Jiri; Viklander, Maria",2011,"Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E31\",\"Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates\")","v":"Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates"},"Water, Air & Soil Pollution; Jul 2011, Vol 219, Issue 1-4, p303-317, 15p","yes","http://www.springerlink.com/content/b26266105838811r/","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A47,#REF!,2,FALSE),(IF(B47=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt17","biofilt",17,31,"controlling runoff","LID","no","no","Australia","laboratory","nutrients","sediment",null,"Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Hedstrom, Annelie; Viklander, Maria",2010,"Laboratory Study on Stormwater Biofiltration: Nutrient and Sediment Removal in Cold Temperatures",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E32\",\"Laboratory Study on Stormwater Biofiltration: Nutrient and Sediment Removal in Cold Temperatures\")","v":"Laboratory Study on Stormwater Biofiltration: Nutrient and Sediment Removal in Cold Temperatures"},"Journal of Hydrology; Nov 2010, Vol 394, Issue 3/4, p507-514","yes","http://www.sciencedirect.com/science/article/pii/S0022169410006116","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A48,#REF!,2,FALSE),(IF(B48=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt14","biofilt",14,32,"controlling runoff","LID","no","no","Australia","laboratory","toxics","not applicable",null,"Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Viklander, Maria",2009,"Impact of a Submerged Zone and a Carbon Source on Heavy Metal Removal in Stormwater Biofilters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E33\",\"Impact of a Submerged Zone and a Carbon Source on Heavy Metal Removal in Stormwater Biofilters\")","v":"Impact of a Submerged Zone and a Carbon Source on Heavy Metal Removal in Stormwater Biofilters"},"Ecological Engineering, May 2009, Vol 35, Issue 5, p769-778","yes","http://www.sciencedirect.com/science/article/pii/S0925857408003030","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A49,#REF!,2,FALSE),(IF(B49=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt15","biofilt",15,33,"controlling runoff","LID","no","no","Australia","laboratory","toxics","not applicable",null,"Blecken, Godecke-Tobias; Zinger, Yaron; Deletic, Ana; Fletcher, Tim D.; Viklander, Maria",2009,"Influence of Intermittent Wetting and Drying Conditions on Heavy Metal Removal by Stormwater Biofilters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E34\",\"Influence of Intermittent Wetting and Drying Conditions on Heavy Metal Removal by Stormwater Biofilters\")","v":"Influence of Intermittent Wetting and Drying Conditions on Heavy Metal Removal by Stormwater Biofilters"},"Water Research, Oct 2009, Vol 43, Issue 18, p4590-4598","yes","http://www.sciencedirect.com/science/article/pii/S0043135409004631","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A50,#REF!,2,FALSE),(IF(B50=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt29","biofilt",29,34,"controlling runoff","LID","no","no","not applicable","laboratory","nutrients","not applicable",null,"Blecker, G. T.; Zinger, Y.; Muthanna, T. M.; Deletic, A.; Fletcher, T. D.; Vicklander, M.",2007,"The Influence of Temperature on Nutrient Treatment Efficiency in Stormwater Biofilter Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E35\",\"The Influence of Temperature on Nutrient Treatment Efficiency in Stormwater Biofilter Systems\")","v":"The Influence of Temperature on Nutrient Treatment Efficiency in Stormwater Biofilter Systems"},"Water Science & Technology; 2007, Vol 56, Issue 10, p83-91.","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19897721","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A51,#REF!,2,FALSE),(IF(B51=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR36","BR",36,35,"controlling runoff","rain garden","no","no","Melbourne, Australia","laboratory","multiple","nutrients, sediment",null,"Bratieres, K.\nFletcher, T.D.\nDeletic, A.\nZinger, Y.",2008,"Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E36\",\"Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study\")","v":"Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study"},"Water Research; Aug2008, Vol. 42 Issue 14, p3930-3940, 11p","yes","http://www.sciencedirect.com/science/article/pii/S0043135408002534","not applicable","yes","load",{"$f":"IF(OR(U52=\"unknown- need full report\",V52=\"unknown- need full report\",W52=\"unknown- need full report\",I52=\"unknown\",K52=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A52,#REF!,2,FALSE),(IF(B52=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave8","permpave",8,36,"controlling runoff","porous pavement","no","no","Renton, WA","mixed urban","multiple","flow, toxics",null,"Brattebo, Benjamin O.; Booth, Derek B",2003,"Long-term stormwater quantity and quality performance of permeable pavement systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E37\",\"Long-term stormwater quantity and quality performance of permeable pavement systems\")","v":"Long-term stormwater quantity and quality performance of permeable pavement systems"},"Water Research; Vol. 37,  p4369-4376","yes","http://water.washington.edu/research/Reports/permeableparking.pdf","4 months","yes","concentration and flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A53,#REF!,2,FALSE),(IF(B53=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC84","BC",84,37,"controlling runoff","porous pavement","no","no","Durham, NH","commercial","multiple","flow",null,"Briggs, Joshua F.",2006,"Performance Assessment of Porous Asphalt for Stormwater Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E38\",\"Performance Assessment of Porous Asphalt for Stormwater Treatment\")","v":"Performance Assessment of Porous Asphalt for Stormwater Treatment"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_briggs_thesis_12_06.pdf","2 years","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A54,#REF!,2,FALSE),(IF(B54=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["construc19","construc",19,38,"controlling runoff","media filter","no","yes","Kure Beach, NC","laboratory, mixed urban","bacteria","not applicable",null,"Bright, T. M.; Hathaway, J. M.; Hut, W. F.; de los Reyes, F. L.; Burchell, M. R.",2010,"Impact of Storm-Water Runoff on Clogging and Fecal Bacteria Reduction in Sand Columns",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E39\",\"Impact of Storm-Water Runoff on Clogging and Fecal Bacteria Reduction in Sand Columns\")","v":"Impact of Storm-Water Runoff on Clogging and Fecal Bacteria Reduction in Sand Columns"},"Journal of Environmental Engineering; Dec2010, Vol. 136 Issue 12, p1435-1441","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v136/i12/p1435_s1?isAuthorized=no","2 months","yes","concentration & flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A55,#REF!,2,FALSE),(IF(B55=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR25","BR",25,39,"controlling runoff","rain garden","no","no","Nashville, NC","mixed urban","multiple","flow, nutrients",null,"Brown, Robert A.\nHunt III, William F.",2011,"Impacts of Media Depth on Effluent Water Quality and Hydrologic Performance of Undersized Bioretention Cells",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E40\",\"Impacts of Media Depth on Effluent Water Quality and Hydrologic Performance of Undersized Bioretention Cells\")","v":"Impacts of Media Depth on Effluent Water Quality and Hydrologic Performance of Undersized Bioretention Cells"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p132-143, 12p, 4 Color Photographs, 1 Diagram, 9 Charts, 3 Graphs, 1 Map","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p132_s1?isAuthorized=no","1 year","yes","load",{"$f":"IF(OR(U56=\"unknown- need full report\",V56=\"unknown- need full report\",W56=\"unknown- need full report\",I56=\"unknown\",K56=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A56,#REF!,2,FALSE),(IF(B56=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR24","BR",24,40,"controlling runoff","rain garden","no","no","North Carolina","multiple","flow","not applicable",null,"Brown, Robert A.\nHunt, William F.",2010,"Impacts of Construction Activity on Bioretention Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E41\",\"Impacts of Construction Activity on Bioretention Performance\")","v":"Impacts of Construction Activity on Bioretention Performance"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p386-394, 9p, 2 Color Photographs, 1 Diagram, 8 Charts, 3 Graphs","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?264272","not applicable","yes","flow",{"$f":"IF(OR(U57=\"unknown- need full report\",V57=\"unknown- need full report\",W57=\"unknown- need full report\",I57=\"unknown\",K57=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A57,#REF!,2,FALSE),(IF(B57=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM4","MM",4,41,"controlling runoff","manufactured device","no","yes","Portland, OR","laboratory","nutrients","not applicable",null,"Bryan O. Wigginton, James H. Lenhart",2000,"Using Iron-Infused Media and Stormfilter Technology for the Removal of Dissolved Phosphorous from Stormwater Discharges",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E42\",\"Using Iron-Infused Media and Stormfilter Technology for the Removal of Dissolved Phosphorous from Stormwater Discharges\")","v":"Using Iron-Infused Media and Stormfilter Technology for the Removal of Dissolved Phosphorous from Stormwater Discharges"},"unknown","yes","http://www.ingentaconnect.com/content/wef/wefproc/2000/00002000/00000014/art00043","not applicable","yes","concentration",{"$f":"IF(OR(U58=\"unknown- need full report\",V58=\"unknown- need full report\",W58=\"unknown- need full report\",I58=\"unknown\",K58=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A58,#REF!,2,FALSE),(IF(B58=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST21","WST",21,42,"controlling runoff","porous pavement","no","no","not available","mixed urban","multiple","not available",null,"C. J. Pratt; J. D. G. Mantle; P. A. Schofield",1989,"Urban Stormwater Reduction and Quality Improvement through the Use of Permeable Pavements",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E43\",\"Urban Stormwater Reduction and Quality Improvement through the Use of Permeable Pavements\")","v":"Urban Stormwater Reduction and Quality Improvement through the Use of Permeable Pavements"},"Water Science & Technology Vol 21 No 8-9 pp 769–778 ","yes","http://www.iwaponline.com/wst/02108/wst021080769.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U59=\"unknown- need full report\",V59=\"unknown- need full report\",W59=\"unknown- need full report\",I59=\"unknown\",K59=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A59,#REF!,2,FALSE),(IF(B59=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["sweep5","sweep",5,43,"pollution prevention and municipal operations","street sweeping","no","no","Reggio Calabria, Italy","mixed urban","multiple","sediment, toxics",null,"Calabrò, P. S.\n",2010,"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E44\",\"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis\")","v":"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis"},"Environmental Technology; Oct2010, Vol. 31 Issue 11, p1255-1262, 8p, 4 Charts, 4 Graphs","yes","http://www.ncbi.nlm.nih.gov/pubmed/18495993","1 dry season","yes","load",{"$f":"IF(OR(U60=\"unknown- need full report\",V60=\"unknown- need full report\",W60=\"unknown- need full report\",I60=\"unknown\",K60=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A60,#REF!,2,FALSE),(IF(B60=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","manufactured device","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A61,#REF!,2,FALSE),(IF(B61=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","street sweeping","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A62,#REF!,2,FALSE),(IF(B62=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","media filter","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A63,#REF!,2,FALSE),(IF(B63=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","source control","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A64,#REF!,2,FALSE),(IF(B64=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB13","2CB",13,44,"controlling runoff","maintenance practice","yes","yes","Portland, OR","industrial","toxics","sediment",null,"CALBAG Metals Co.",2004,"Filter Removes Metals from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E45\",\"Filter Removes Metals from Stormwater\")","v":"Filter Removes Metals from Stormwater"},"Water Environment & Technology.  Apr 2004, Vol 16, Issue 4, p63-63","no",null,"unknown- need full report","unknown- need full report","concentration","y","Company write-up --delete?","MM",{"$f":"IFERROR(VLOOKUP(A65,#REF!,2,FALSE),(IF(B65=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC24","BC",24,45,"pollution prevention and municipal operations","other","yes","no","California","mixed urban","multiple","not available",null,"California Stormwater Quality Association",2005,"An Introduction to Stormwater Program Effectiveness Assessment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E46\",\"An Introduction to Stormwater Program Effectiveness Assessment\")","v":"An Introduction to Stormwater Program Effectiveness Assessment"},"California Stormwater Quality Association","yes","http://www.scvurppp-w2k.com/pdfs/0405/CASQA%20White%20Paper_An%20Introduction%20to%20Stormwater%20Program%20Effectiveness%20Assessment4.pdf","not applicable","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A66,#REF!,2,FALSE),(IF(B66=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B67&C67","v":"BR29"},"BR",29,46,"controlling runoff","rain garden","no","no","Southfield, MI","mixed urban","multiple","flow, nutrients, sediment",null,"Carpenter, Donald D.\nHallam, Laura",2010,"Influence of Planting Soil Mix Characteristics on Bioretention Cell Design and Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E47\",\"Influence of Planting Soil Mix Characteristics on Bioretention Cell Design and Performance\")","v":"Influence of Planting Soil Mix Characteristics on Bioretention Cell Design and Performance"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p404-416, 13p, 3 Black and White Photographs, 1 Illustration, 3 Diagrams, 13 Charts, 8 Graphs",{"$f":"IF(LEN(T67)>0,\"yes\",\"no\")","v":"yes"},"http://cedb.asce.org/cgi/WWWdisplay.cgi?264278","not available","yes","concentration & flow",{"$f":"IF(OR(U67=\"unknown- need full report\",V67=\"unknown- need full report\",W67=\"unknown- need full report\",I67=\"unknown\",K67=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A67,#REF!,2,FALSE),(IF(B67=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B68&C68","v":"bmp21"},"bmp",21,47,"controlling runoff","LID","no","no","Michigan","commercial","multiple","flow, nutrients",null,"Carpenter, Donald D.; Kaluvakolanu, Preethi",2011,"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E48\",\"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate\")","v":"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate"},"Journal of Irrigation & Drainage Engineering, Mar 2011, Vol 137, Issue 3, p161-169",{"$f":"IF(LEN(T68)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p161_s1?isAuthorized=no","6 months","yes","load",{"$f":"IF(OR(U68=\"unknown- need full report\",V68=\"unknown- need full report\",W68=\"unknown- need full report\",I68=\"unknown\",K68=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A68,#REF!,2,FALSE),(IF(B68=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B69&C69","v":"LID12"},"LID",12,48,"controlling runoff","LID","no","no","Southfield, MI","commercial","multiple","flow, nutrients",null,"Carpenter, Donald; Kaluvakolanu, Preethi\n",2011,"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E49\",\"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate\")","v":"Effect of Roof Surface Type on Storm-Water Runoff from Full-Scale Roofs in a Temperate Climate"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p161-169, 9p, 3 Black and White Photographs, 9 Charts, 5 Graphs",{"$f":"IF(LEN(T69)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p161_s1?isAuthorized=no","5 months","yes","concentration & flow",{"$f":"IF(OR(U69=\"unknown- need full report\",V69=\"unknown- need full report\",W69=\"unknown- need full report\",I69=\"unknown\",K69=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A69,#REF!,2,FALSE),(IF(B69=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC22","BC",22,49,"controlling runoff","multiple","yes","no","Portland, OR; Milwaukee, WI; Seattle, WA","mixed urban","multiple","flow, nutrients, sediment",null,"Center for Neighborhood Technology",2007,"Green Infrastructure Performance\nResults of Monitoring BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E50\",\"Green Infrastructure Performance\nResults of Monitoring BMPs\")","v":"Green Infrastructure Performance\nResults of Monitoring BMPs"},"Center for Neighborhood Technology","yes","http://www.cnt.org/repository/BMP-Performance.pdf","not available","yes","concentration","no","two page information leaflet.  Should probably delete","BJR",{"$f":"IFERROR(VLOOKUP(A70,#REF!,2,FALSE),(IF(B70=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E51\",\"National Pollutant Removal Performance Database\")","v":"National Pollutant Removal Performance Database"},"Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A71,#REF!,2,FALSE),(IF(B71=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A72,#REF!,2,FALSE),(IF(B72=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A73,#REF!,2,FALSE),(IF(B73=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A74,#REF!,2,FALSE),(IF(B74=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A75,#REF!,2,FALSE),(IF(B75=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A76,#REF!,2,FALSE),(IF(B76=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC15","BC",15,50,"controlling runoff","other","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database","National Pollutant Removal Performance Database","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A77,#REF!,2,FALSE),(IF(B77=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E52\",\"National Pollutant Removal Performance Database Version 3\")","v":"National Pollutant Removal Performance Database Version 3"},"Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A78,#REF!,2,FALSE),(IF(B78=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A79,#REF!,2,FALSE),(IF(B79=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A80,#REF!,2,FALSE),(IF(B80=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A81,#REF!,2,FALSE),(IF(B81=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A82,#REF!,2,FALSE),(IF(B82=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC27","BC",27,51,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Center for Watershed Protection",2007,"National Pollutant Removal Performance Database Version 3","National Pollutant Removal Performance Database Version 3","Center for Watershed Protection","yes","http://www.stormwaterok.net/CWP%20Documents/CWP-07%20Natl%20Pollutant%20Removal%20Perform%20Database.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A83,#REF!,2,FALSE),(IF(B83=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","LID","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E53\",\"Runoff Reduction Method Technical Memo\")","v":"Runoff Reduction Method Technical Memo"},"Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A84,#REF!,2,FALSE),(IF(B84=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","porous pavement","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A85,#REF!,2,FALSE),(IF(B85=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","biofilter","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A86,#REF!,2,FALSE),(IF(B86=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","rain garden","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A87,#REF!,2,FALSE),(IF(B87=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","infiltration basin","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A88,#REF!,2,FALSE),(IF(B88=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","retention pond","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A89,#REF!,2,FALSE),(IF(B89=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","media filter","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A90,#REF!,2,FALSE),(IF(B90=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC62","BC",62,52,"controlling runoff","wetland","yes","no","not available","mixed urban","multiple","flow, nutrients",null,"Center for Watershed Protection",2008,"Runoff Reduction Method Technical Memo","Runoff Reduction Method Technical Memo","Center for Watershed Protection","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","not available","yes","concentration & flow","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A91,#REF!,2,FALSE),(IF(B91=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B92&C92","v":"MM13"},"MM",13,53,"controlling runoff","detention basin","yes","yes","Various, USA","multiple","sediment","not applicable",null,"Center for Watershed Protection",2004,"Stormwater Pond and Wetland Maintenance Guidebook",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E54\",\"Stormwater Pond and Wetland Maintenance Guidebook\")","v":"Stormwater Pond and Wetland Maintenance Guidebook"},"Tetra Tech, INC.  Fairfax, VA.  September 2004",{"$f":"IF(LEN(T92)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormwatercenter.net/Manual_Builder/Maintenance_Manual/pondwetlandguidebookdraft.pdf","not applicable","no","paper",{"$f":"IF(OR(U92=\"unknown- need full report\",V92=\"unknown- need full report\",W92=\"unknown- need full report\",I92=\"unknown\",K92=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A92,#REF!,2,FALSE),(IF(B92=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B93&C93","v":"MM13"},"MM",13,53,"controlling runoff","wetland","yes","yes","Various, USA","multiple","sediment","not applicable",null,"Center for Watershed Protection",2004,"Stormwater Pond and Wetland Maintenance Guidebook",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E54\",\"Stormwater Pond and Wetland Maintenance Guidebook\")","v":"Stormwater Pond and Wetland Maintenance Guidebook"},"Tetra Tech, INC.  Fairfax, VA.  September 2004",{"$f":"IF(LEN(T93)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormwatercenter.net/Manual_Builder/Maintenance_Manual/pondwetlandguidebookdraft.pdf","not applicable","no","paper",{"$f":"IF(OR(U93=\"unknown- need full report\",V93=\"unknown- need full report\",W93=\"unknown- need full report\",I93=\"unknown\",K93=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A93,#REF!,2,FALSE),(IF(B93=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC46","BC",46,54,"pollution prevention and municipal operations","street sweeping","yes","no","Various, USA","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E55\",\"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"20 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A94,#REF!,2,FALSE),(IF(B94=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC46","BC",46,54,"pollution prevention and municipal operations","CB cleaning","yes","no","Various, USA","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E55\",\"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 1 - Literature Review Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"20 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A95,#REF!,2,FALSE),(IF(B95=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC48","BC",48,55,"pollution prevention and municipal operations","street sweeping","yes","no","Chesapeake Bay area","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E56\",\"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A96,#REF!,2,FALSE),(IF(B96=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC48","BC",48,55,"pollution prevention and municipal operations","CB cleaning","yes","no","Chesapeake Bay area","mixed urban","multiple","nutrients, sediment, toxics",null,"Center for Watershed Protection",2006,"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E56\",\"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities\")","v":"Technical Memorandum 2 - Summary of Municipal Practices Survey Research in Support of an Interim Pollutant Removal Rate for Street Sweeping and Storm Drain Cleanout Activities"},"Center for Watershed Protection","no",null,"not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A97,#REF!,2,FALSE),(IF(B97=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B98&C98","v":"BC80"},"BC",80,56,"controlling runoff",null,"yes","no","not applicable","mixed urban","flow","not applicable",null,"Center for Watershed Protection; Chesapeake Stormwater Network",2008,"Runoff Reduction Method Technical Memo, Appendix B, C, and F",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E57\",\"Runoff Reduction Method Technical Memo, Appendix B, C, and F\")","v":"Runoff Reduction Method Technical Memo, Appendix B, C, and F"},"Center for Watershed Protection",{"$f":"IF(LEN(T98)>0,\"yes\",\"no\")","v":"yes"},"http://www.cwp.org/documents/cat_view/76-stormwater-management-publications/95-runoff-reduction-method-technical-memo.html","unknown- need full report","yes","flow","y","guidance (not effectiveness)?","MM",{"$f":"IFERROR(VLOOKUP(A98,#REF!,2,FALSE),(IF(B98=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["PSC4","PSC",4,57,"controlling runoff","infiltration basin ","yes","no","Taiwan","mixed urban","flow","not applicable",null,"Chao-Hsien Liaw\nYao-Lung Tsai\nMow-Soung Cheng",2006,"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E58\",\"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei\")","v":"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei"},"Journal of the American Water Resources Association; Apr2006, Vol. 42 Issue 2, p311-322","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2006.tb03840.x/abstract","not applicable","no","flow",{"$f":"IF(OR(U99=\"unknown- need full report\",V99=\"unknown- need full report\",W99=\"unknown- need full report\",I99=\"unknown\",K99=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"modeling effort","COD",{"$f":"IFERROR(VLOOKUP(A99,#REF!,2,FALSE),(IF(B99=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC4","PSC",4,57,"controlling runoff","detention basin","yes","no","Taiwan","mixed urban","flow","not applicable",null,"Chao-Hsien Liaw\nYao-Lung Tsai\nMow-Soung Cheng",2006,"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E58\",\"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei\")","v":"Assessing Flood Mitigation Alternatives In Shijr Area In Metropolitan Taipei"},"Journal of the American Water Resources Association; Apr2006, Vol. 42 Issue 2, p311-322","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2006.tb03840.x/abstract","not applicable","no","flow",{"$f":"IF(OR(U100=\"unknown- need full report\",V100=\"unknown- need full report\",W100=\"unknown- need full report\",I100=\"unknown\",K100=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"modeling effort","COD",{"$f":"IFERROR(VLOOKUP(A100,#REF!,2,FALSE),(IF(B100=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp56","bmp",56,58,"controlling runoff","LID","no","no","Taiwan","mixed urban","flow","not applicable",null,"Chao-Hsien Liaw; Yao-Lung Tsai; Wei-Mun Huang; Chun-Jen Huang; Jui-Ling Chen",2007,"Pilot On-Site Tests to Evaluate The Permeability of Infiltration Gutters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E59\",\"Pilot On-Site Tests to Evaluate The Permeability of Infiltration Gutters\")","v":"Pilot On-Site Tests to Evaluate The Permeability of Infiltration Gutters"},"Water Environment Research, Aug 2007, Vol 79, Issue 8, p821-827","yes","http://www.ingentaconnect.com/content/wef/wer/2007/00000079/00000008/art00002","unknown- need full report","yes","flow",{"$f":"IF(OR(U101=\"unknown- need full report\",V101=\"unknown- need full report\",W101=\"unknown- need full report\",I101=\"unknown\",K101=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A101,#REF!,2,FALSE),(IF(B101=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR39","BR",39,59,"controlling runoff","rain garden","no","no","Seattle, WA","mixed urban","multiple","flow, nutrients, toxics",null,"Chapman, Cameron\nHomer, Richard R.",2010,"Performance Assessment of a Street-Drainage Bioretention System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E60\",\"Performance Assessment of a Street-Drainage Bioretention System\")","v":"Performance Assessment of a Street-Drainage Bioretention System"},"Water Environment Research (10614303); Feb2010, Vol. 82 Issue 2, p109-119, 11p","yes","http://www.ingentaconnect.com/content/wef/wer/2010/00000082/00000002/art00002","2.5 years","yes","concentration and flow",{"$f":"IF(OR(U102=\"unknown- need full report\",V102=\"unknown- need full report\",W102=\"unknown- need full report\",I102=\"unknown\",K102=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A102,#REF!,2,FALSE),(IF(B102=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc2","construc",2,60,"controlling runoff","wetlands","no","no","Steamboat Creek, NV","multiple","multiple","nutrients, sediment",null,"Chavan, Prithviraj V.; Dennett, Keith E.; Marchand, Eric A.",2003,"Behavior of Pilot-Scale Constructed Wetland in Removing Nutrients and Sediments Under Varying Environmental Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E61\",\"Behavior of Pilot-Scale Constructed Wetland in Removing Nutrients and Sediments Under Varying Environmental Conditions\")","v":"Behavior of Pilot-Scale Constructed Wetland in Removing Nutrients and Sediments Under Varying Environmental Conditions"},"Water Quality Research Journal of Canada; 2003, Vol. 38 Issue 2, p283, 33p, 15 Charts, 6 Graphs, 2 Maps","yes","http://www.springerlink.com/content/9w04622r324047vr/","not available","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A103,#REF!,2,FALSE),(IF(B103=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR15","BR",15,61,"controlling runoff","rain garden","no","no","College Park, MD","laboratory, mixed urban","multiple","nutrients, sediment, toxics",null,"Chi-hsu Hsieh\nDavis, Allen P.",2005,"Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E62\",\"Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff\")","v":"Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff"},"Journal of Environmental Engineering; Nov2005, Vol. 131 Issue 11, p1521-1531, 11p","yes","http://www.cee.umd.edu/~apdavis/Documents/J.%20Environ.%20Eng.,%20131(11),%202005.pdf","not applicable","yes","load",{"$f":"IF(OR(U104=\"unknown- need full report\",V104=\"unknown- need full report\",W104=\"unknown- need full report\",I104=\"unknown\",K104=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A104,#REF!,2,FALSE),(IF(B104=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR4","BR",4,62,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","nutrients","not applicable",null,"Chi-hsu Hsieh\nDavis, Allen P.\nNeedelman, Brian A.",2007,"Bioretention Column Studies of Phosphorus Removal from Urban Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E63\",\"Bioretention Column Studies of Phosphorus Removal from Urban Stormwater Runoff\")","v":"Bioretention Column Studies of Phosphorus Removal from Urban Stormwater Runoff"},"Water Environment Research (10614303); Feb2007, Vol. 79 Issue 2, p177-184, 8p, 3 Charts, 5 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Phophorus%20Removal%20in%20Bioretention-Davis%202007.pdf","not applicable","yes","load",{"$f":"IF(OR(U105=\"unknown- need full report\",V105=\"unknown- need full report\",W105=\"unknown- need full report\",I105=\"unknown\",K105=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A105,#REF!,2,FALSE),(IF(B105=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR35","BR",35,63,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","nutrients","not applicable",null,"Chi-hsu Hsieh\nDavis, Allen P.\nNeedelman, Brian A.",2007,"Nitrogen Removal from Urban Stormwater Runoff Through Layered Bioretention Columns",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E64\",\"Nitrogen Removal from Urban Stormwater Runoff Through Layered Bioretention Columns\")","v":"Nitrogen Removal from Urban Stormwater Runoff Through Layered Bioretention Columns"},"Water Environment Research (10614303); Nov2007, Vol. 79 Issue 11, p2404-2411, 8p, 1 Diagram, 5 Charts, 4 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Nitrogen%20Removal%20in%20Bioretention-Davis%20etal%202007.pdf","not applicable","yes","load",{"$f":"IF(OR(U106=\"unknown- need full report\",V106=\"unknown- need full report\",W106=\"unknown- need full report\",I106=\"unknown\",K106=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A106,#REF!,2,FALSE),(IF(B106=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt23","biofilt",23,64,"controlling runoff","LID","no","no","Korea","mixed urban","nutrients","not applicable",null,"Cho, Kang Woo; Song, Kyung Guen; Cho, Jin Woo; Kim, Tae Gyun; Ahn, Kye Hong",2009,"Removal of Nitrogen by Layered Soil Infiltration System During Intermittent Storm Events",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E65\",\"Removal of Nitrogen by Layered Soil Infiltration System During Intermittent Storm Events\")","v":"Removal of Nitrogen by Layered Soil Infiltration System During Intermittent Storm Events"},"Chemosphere, Jul 2009, Vol 76, Issue 5, p690-696, 7p","yes","http://www.sciencedirect.com/science/article/pii/S0045653509003257","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A107,#REF!,2,FALSE),(IF(B107=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM12","MM",12,65,"controlling runoff","manufactured device","yes","yes","Various, USA","multiple, laboratory","sediment","not applicable",null,"Christopher C. Brueske",2000,"Technology Review: Ultra-Urban Stormwater Treatment Technologies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E66\",\"Technology Review: Ultra-Urban Stormwater Treatment Technologies\")","v":"Technology Review: Ultra-Urban Stormwater Treatment Technologies"},"University of Washington","yes","http://depts.washington.edu/cuwrm/research/ultraurbn.pdf","not applicable","no","paper",{"$f":"IF(OR(U108=\"unknown- need full report\",V108=\"unknown- need full report\",W108=\"unknown- need full report\",I108=\"unknown\",K108=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A108,#REF!,2,FALSE),(IF(B108=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc48","construc",48,66,"controlling runoff","media filter","no","no","not available","laboratory","multiple","flow, sediment",null,"Clark, Shirley; Pitt, Robert",2009,"Solids Removal in Storm-Water Filters Modeled Using a Power Equation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E67\",\"Solids Removal in Storm-Water Filters Modeled Using a Power Equation\")","v":"Solids Removal in Storm-Water Filters Modeled Using a Power Equation"},"Journal of Environmental Engineering; Sep2009, Vol. 135 Issue 9, p896-899, 4p","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v135/i9/p896_s1?isAuthorized=no","not applicable","yes","flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A109,#REF!,2,FALSE),(IF(B109=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["compost4","compost",4,67,"controlling runoff","media filter","no","no","not applicable","laboratory","multiple","nutrients, toxics",null,"Clark, Shirley; Pitt, Robert",2009,"Storm-Water Filter Media Pollutant Retention under Aerobic versus Anaerobic Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E68\",\"Storm-Water Filter Media Pollutant Retention under Aerobic versus Anaerobic Conditions\")","v":"Storm-Water Filter Media Pollutant Retention under Aerobic versus Anaerobic Conditions"},"Journal of Environmental Engineering; May2009, Vol. 135 Issue 5, p367-371, 5p, 2 Charts, 6 Graphs","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v135/i5/p367_s1?isAuthorized=no","3 weeks","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A110,#REF!,2,FALSE),(IF(B110=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID26","LID",26,68,"controlling runoff","LID","yes","no","multiple","multiple","multiple","not available",null,"Clary, Jane; Quigley, Marcus; Poresky, Aaron; Earles, Andrew; Strecker, Eric; Leisenring, Marc; Jones, Jonathan",2011,"Integration of Low-Impact Development into the International Stormwater BMP Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E69\",\"Integration of Low-Impact Development into the International Stormwater BMP Database\")","v":"Integration of Low-Impact Development into the International Stormwater BMP Database"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p190-198","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p190_s1?isAuthorized=no","not available","NA","NA","have full report","Not a study. Improvements to the BMP database.","COD",{"$f":"IFERROR(VLOOKUP(A111,#REF!,2,FALSE),(IF(B111=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","rain garden","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A112,#REF!,2,FALSE),(IF(B112=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","wetlands","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A113,#REF!,2,FALSE),(IF(B113=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","biofilter","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A114,#REF!,2,FALSE),(IF(B114=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","detention basin","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A115,#REF!,2,FALSE),(IF(B115=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BS6","BS",6,69,"controlling runoff","retention pond","yes","no","not available","mixed urban","nutrients","not applicable",null,"Collins, Kelly A.\nLawrence, Timothy J.\nStander, Emilie K.\nJontos, Robert J.\nKaushal, Sujay S.\nNewcomer, Tamara A.\nGrimm, Nancy B.\nCole Ekberg, Marci L.",2010,"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E70\",\"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis\")","v":"Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis"},"Ecological Engineering; Nov2010, Vol. 36 Issue 11, p1507-1519, 13p","yes","http://umces.academia.edu/TamaraTammyNewcomer/Papers/186150/Opportunities_and_challenges_for_managing_nitrogen_in_urban_stormwater_A_review_and_synthesis","not available","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A116,#REF!,2,FALSE),(IF(B116=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave6","permpave",6,70,"controlling runoff","porous pavement","no","no","Kingston, NC","mixed urban","flow","not applicable",null,"Collins, Kelly A; Hunt, William F; Hathaway, Jon M. ",2008,"Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E71\",\"Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina\")","v":"Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina"},"Journal of Hydrologic Engineering","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v13/i12/p1146_s1?isAuthorized=no","1 year","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A117,#REF!,2,FALSE),(IF(B117=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave14","permpave",14,71,"controlling runoff","porous pavement","no","no","Eastern North Carolina","mixed urban","nutrients","not applicable",null,"Collins, Kelly A; Hunt, William F; Hathaway, Jon M. ",2010,"Side-By-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E72\",\"Side-By-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina\")","v":"Side-By-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina"},"Journal of Hydrologic Engineering, Jun 2010, Vol 15, Issue 6, p512-521","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p512_s1?isAuthorized=no","6 months","yes","concentration and loads","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A118,#REF!,2,FALSE),(IF(B118=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM2","MM",2,72,"controlling runoff","biofilter","no","no","King, Snohomish, and Pierce counties","mixed urban","sediment","not applicable",null,"Colwell, Shanti; Horner, Richard R.; Booth, Derek B.; Gilvydis, Dalius",2000,"A Survey of Ditches Along County Roads for Their Potential to Affect Storm Runoff Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E73\",\"A Survey of Ditches Along County Roads for Their Potential to Affect Storm Runoff Water Quality\")","v":"A Survey of Ditches Along County Roads for Their Potential to Affect Storm Runoff Water Quality"},"Snohomish County Surface Water Management Division, Snohomish County Road Maintenance, King County Land and Water Resources Division, King County Department of Transportation and Road Maintenance, Pierce County Public Works and Utilities","yes","http://water.washington.edu/research/Reports/ditchesg15.pdf","1 year","yes","indirect",{"$f":"IF(OR(U119=\"unknown- need full report\",V119=\"unknown- need full report\",W119=\"unknown- need full report\",I119=\"unknown\",K119=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A119,#REF!,2,FALSE),(IF(B119=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC50","BC",50,73,"monitoring","other","yes","no","not applicable","mixed urban","multiple","not available",null,"Committee on Reducing Stormwater Discharge Contributions to Water Pollution Water Science and Technology Board Division on Earth and Life Studies",2008,"Urban Stormwater Management in the United States",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E74\",\"Urban Stormwater Management in the United States\")","v":"Urban Stormwater Management in the United States"},"http://www.nap.edu/catalog/12465.html","yes","http://www.nap.edu/catalog.php?record_id=12465","not applicable","yes","indirect","no","indirectly relevant? Discusses urbanization effects instead of effectiveness of BMPs-BR","BJR",{"$f":"IFERROR(VLOOKUP(A120,#REF!,2,FALSE),(IF(B120=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC50","BC",50,73,"pollution prevention and municipal operations","other","yes","no","not applicable","mixed urban","multiple","not available",null,"Committee on Reducing Stormwater Discharge Contributions to Water Pollution Water Science and Technology Board Division on Earth and Life Studies",2008,"Urban Stormwater Management in the United States",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E74\",\"Urban Stormwater Management in the United States\")","v":"Urban Stormwater Management in the United States"},"http://www.nap.edu/catalog/12465.html","yes","http://www.nap.edu/catalog.php?record_id=12465","not applicable","yes","indirect","no","indirectly relevant? Discusses urbanization effects instead of effectiveness of BMPs-BR","BJR",{"$f":"IFERROR(VLOOKUP(A121,#REF!,2,FALSE),(IF(B121=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B122&C122","v":"BR3"},"BR",3,74,"controlling runoff","rain garden","no","no","Midwest, USA","mixed urban","multiple","flow, nutrients, toxics",null,"Culbertson, Trisha L. \nHutchinson, Stacy L.",2004,"Assessing Bioretention Cell Function in a Midwest Continental Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E75\",\"Assessing Bioretention Cell Function in a Midwest Continental Climate\")","v":"Assessing Bioretention Cell Function in a Midwest Continental Climate"},"Paper number  047051,  2004 ASAE Annual Meeting . @2004 ",{"$f":"IF(LEN(T122)>0,\"yes\",\"no\")","v":"yes"},"http://asae.frymulti.com/abstract.asp?aid=17124&t=2","unknown- need full report","yes","concentration & flow",{"$f":"IF(OR(U122=\"unknown- need full report\",V122=\"unknown- need full report\",W122=\"unknown- need full report\",I122=\"unknown\",K122=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A122,#REF!,2,FALSE),(IF(B122=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC35","BC",35,75,"controlling runoff","LID","yes","no","Puget Sound, WA","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Curtis Hinman",2005,"Low Impact Development Technical Guidance Manual for Puget Sound",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E76\",\"Low Impact Development Technical Guidance Manual for Puget Sound\")","v":"Low Impact Development Technical Guidance Manual for Puget Sound"},"Puget Sound Action Team","yes","http://www.psp.wa.gov/downloads/LID/LID_manual2005.pdf","not available","no","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A123,#REF!,2,FALSE),(IF(B123=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B124&C124","v":"MM9"},"MM",9,76,"controlling runoff","rain garden","no","no","Puget Sound, WA","laboratory","multiple","nutrients, toxics",null,"Curtis Hinman; Shannon and Wilson; David MacDonald",2009,"Bioretention Soil Mix Review and Recommendations for Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E77\",\"Bioretention Soil Mix Review and Recommendations for Western Washington\")","v":"Bioretention Soil Mix Review and Recommendations for Western Washington"},"Puget Sound Partnership, January 2009",{"$f":"IF(LEN(T124)>0,\"yes\",\"no\")","v":"yes"},"http://www.psparchives.com/publications/our_work/stormwater/BSMResults-Guidelines%20Final.pdf","not applicable","yes","concentration",{"$f":"IF(OR(U124=\"unknown- need full report\",V124=\"unknown- need full report\",W124=\"unknown- need full report\",I124=\"unknown\",K124=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A124,#REF!,2,FALSE),(IF(B124=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","infiltration basin","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load",{"$f":"IF(OR(U125=\"unknown- need full report\",V125=\"unknown- need full report\",W125=\"unknown- need full report\",I125=\"unknown\",K125=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A125,#REF!,2,FALSE),(IF(B125=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","wetlands","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A126,#REF!,2,FALSE),(IF(B126=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","porous pavement","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A127,#REF!,2,FALSE),(IF(B127=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST8","WST",8,77,"controlling runoff","other","yes","no","not available","mixed urban","toxics","not applicable",null,"D. Michael Revitt; Lian Scholes; J. Bryan Ellis",2008,"A pollutant removal prediction tool for stormwater derived diffuse pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E78\",\"A pollutant removal prediction tool for stormwater derived diffuse pollution\")","v":"A pollutant removal prediction tool for stormwater derived diffuse pollution"},"Water Science and Technology, Vol 57, No 8, p1257-1264","yes","http://www.iwaponline.com/wst/05708/wst057081257.htm","unknown- need full report","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A128,#REF!,2,FALSE),(IF(B128=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","maintenance practice","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A129,#REF!,2,FALSE),(IF(B129=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","source control","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A130,#REF!,2,FALSE),(IF(B130=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","education","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A131,#REF!,2,FALSE),(IF(B131=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["publicedu1","publicedu",1,78,"pollution prevention and municipal operations","other","yes","no","Toronto, Ontario","mixed urban","multiple","multiple",null,"D'Andrea, Michael\nSnodgrass, William J.\nChessie, Patrick Dl",2004,"Development of a Wet Weather Flow Management Master Plan for the City of Toronto",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E79\",\"Development of a Wet Weather Flow Management Master Plan for the City of Toronto\")","v":"Development of a Wet Weather Flow Management Master Plan for the City of Toronto"},"Water Quality Research Journal of Canada; 2004, Vol. 39 Issue 4, p417-431","yes","http://www.cawq.ca/journal/temp/article/119.pdf","not applicable","not applicable","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A132,#REF!,2,FALSE),(IF(B132=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM14","MM",14,79,"controlling runoff","infiltration basin","no","no","Milwaukee, WI","multiple","multiple","bacteria, nutrients, toxics",null,"David E. Armstrong; Reynaldo Llena",1992,"Stormwater Infiltration: Potential for Pollutant Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E80\",\"Stormwater Infiltration: Potential for Pollutant Removal\")","v":"Stormwater Infiltration: Potential for Pollutant Removal"},"USEPA Region V, Chicago, Ill ","no",null,"not applicable","no","concentrations",{"$f":"IF(OR(U133=\"unknown- need full report\",V133=\"unknown- need full report\",W133=\"unknown- need full report\",I133=\"unknown\",K133=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A133,#REF!,2,FALSE),(IF(B133=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","rain garden","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A134,#REF!,2,FALSE),(IF(B134=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","wetlands","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A135,#REF!,2,FALSE),(IF(B135=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","retention pond","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A136,#REF!,2,FALSE),(IF(B136=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt20","biofilt",20,80,"controlling runoff","other","yes","no","Australia","mixed urban","bacteria","not applicable",null,"Davies, C. M.; Mitchell, V. G.; Petterson, S. M.; Taylor, G. D.; Lewis, J.; Kaucner, C.; Ashbolt, N. J.",2008,"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E81\",\"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management\")","v":"Microbial Challenge-Testing of Treatment Processes for Quantifying Stormwater Recycling Risks and Management"},"Water Science & Technology, 2008, Vol 57, Issue 6, p843-847","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=20269792","12 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A137,#REF!,2,FALSE),(IF(B137=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR135","BR",135,81,"controlling runoff","rain garden","no","no","College Park, MD","laboratory, multiple","multiple","nutrients, sediment, toxics",null,"Davis, Allen P.",2003,"Engineered Bioretention for Treatment of Storm Water Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E82\",\"Engineered Bioretention for Treatment of Storm Water Runoff\")","v":"Engineered Bioretention for Treatment of Storm Water Runoff"},"The NOAA/UNH Cooperative Institute for Coastal and Estuarine Environmental Technology (CICEET)","yes","ciceet.unh.edu/briefs/boving_brief/davis_report.pdf -","not available","yes","concentration and flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A138,#REF!,2,FALSE),(IF(B138=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR16","BR",16,82,"controlling runoff","rain garden","no","no","University of Maryland","mixed urban","flow","not applicable",null,"Davis, Allen P.",2008,"Field Performance of Bioretention: Hydrology Impacts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E83\",\"Field Performance of Bioretention: Hydrology Impacts\")","v":"Field Performance of Bioretention: Hydrology Impacts"},"Journal of Hydrologic Engineering; Feb2008, Vol. 13 Issue 2, p90-95, 6p, 1 Black and White Photograph, 1 Diagram, 6 Graphs, 1 Map","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v13/i2/p90_s1?isAuthorized=no","2 years","yes","flow",{"$f":"IF(OR(U139=\"unknown- need full report\",V139=\"unknown- need full report\",W139=\"unknown- need full report\",I139=\"unknown\",K139=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A139,#REF!,2,FALSE),(IF(B139=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR17","BR",17,83,"controlling runoff","rain garden","no","no","University of Maryland","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Davis, Allen P.",2007,"Field Performance of Bioretention: Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E84\",\"Field Performance of Bioretention: Water Quality\")","v":"Field Performance of Bioretention: Water Quality"},"Environmental Engineering Science; Oct2007, Vol. 24 Issue 8, p1048-1064, 17p, 1 Diagram, 3 Charts, 7 Graphs","yes","http://www.liebertonline.com/doi/abs/10.1089/ees.2006.0190","1 year","yes","concentration & flow",{"$f":"IF(OR(U140=\"unknown- need full report\",V140=\"unknown- need full report\",W140=\"unknown- need full report\",I140=\"unknown\",K140=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A140,#REF!,2,FALSE),(IF(B140=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR7","BR",7,84,"controlling runoff","rain garden","no","no","Various, USA","multiple","multiple","bacteria, flow, nutrients, sediment, toxics",null,"Davis, Allen P.\nHunt, William F.\nClar, Michael\nTraver, Robert G.",2009,"Bioretention Technology: Overview of Current Practice and Future Needs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E85\",\"Bioretention Technology: Overview of Current Practice and Future Needs\")","v":"Bioretention Technology: Overview of Current Practice and Future Needs"},"Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p109-117, 9p, 1 Color Photograph, 1 Diagram, 4 Charts","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v135/i3/p109_s1?isAuthorized=no","not applicable","no","paper",{"$f":"IF(OR(U141=\"unknown- need full report\",V141=\"unknown- need full report\",W141=\"unknown- need full report\",I141=\"unknown\",K141=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A141,#REF!,2,FALSE),(IF(B141=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR62","BR",62,85,"controlling runoff","rain garden","no","no","Maryland","laboratory, multiple","multiple","flow, nutrients",null,"Davis, Allen P.\nShokouhian, Mohammad\nSharma, Himanshu\nMinami, Christie",2006,"Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E86\",\"Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal\")","v":"Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal"},"Water Environment Research (10614303); Mar2006, Vol. 78 Issue 3, p284-293, 10p, 5 Charts, 2 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/P%20and%20N%20Removal%20in%20Bioretention-Davis%20etal%202006.pdf","not available","yes","load",{"$f":"IF(OR(U142=\"unknown- need full report\",V142=\"unknown- need full report\",W142=\"unknown- need full report\",I142=\"unknown\",K142=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A142,#REF!,2,FALSE),(IF(B142=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR63","BR",63,86,"controlling runoff","rain garden","no","no","Maryland","laboratory, multiple","toxics","not applicable",null,"Davis, Allen P.\nShokouhian, Mohammad\nSharma, Himanshu\nMinami, Christie\nWinogradoff, Derek",2003,"Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E87\",\"Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal\")","v":"Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal"},"Water Environment Research (10614303); Jan/Feb2003, Vol. 75 Issue 1, p73-82, 10p, 1 Black and White Photograph, 5 Charts, 2 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Metal%20Removal%20in%20Bioretention-Davis%20etal%202003.pdf","not available","yes","load",{"$f":"IF(OR(U143=\"unknown- need full report\",V143=\"unknown- need full report\",W143=\"unknown- need full report\",I143=\"unknown\",K143=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A143,#REF!,2,FALSE),(IF(B143=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC28","BC",28,87,"pollution prevention and municipal operations","other","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment",null,"Deb Caraco",2002,"The Watershed Treatment Model, Ver 3.1",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E88\",\"The Watershed Treatment Model, Ver 3.1\")","v":"The Watershed Treatment Model, Ver 3.1"},"USEPA Region V","yes","http://www.cwp.org/cbstp/Resources/d3s1b-wtm-documentation.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A144,#REF!,2,FALSE),(IF(B144=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC47","BC",47,88,"pollution prevention and municipal operations","other","yes","yes","not applicable","mixed urban","multiple","bacteria, nutrients, sediment",null,"Deb Caraco, P.E., Center for Watershed Protection, Inc.",2010,"Watershed Treatment Model (WTM) 2010 User’s Guide - Draft",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E89\",\"Watershed Treatment Model (WTM) 2010 User’s Guide - Draft\")","v":"Watershed Treatment Model (WTM) 2010 User’s Guide - Draft"},"Center for Watershed Protection, Inc.","no",null,"not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A145,#REF!,2,FALSE),(IF(B145=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B146&C146","v":"vf5"},"vf",5,89,"controlling runoff","biofilter","no","no","Aberdeen, Scotland; Brisbane, Australia","mixed urban","multiple","nutrients, sediment",null,"Deletic, Ana; Fletcher, Tim D. ",2006,"Performance of Grass Filters used for Stormwater Treatment - a Field of Modeling Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E90\",\"Performance of Grass Filters used for Stormwater Treatment - a Field of Modeling Study\")","v":"Performance of Grass Filters used for Stormwater Treatment - a Field of Modeling Study"},"Journal of Hydrology, Feb 2006, Vol 317, Issue 3/4, p261-275",{"$f":"IF(LEN(T146)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S0022169405002726","unknown- need full report","yes","concentration",{"$f":"IF(OR(U146=\"unknown- need full report\",V146=\"unknown- need full report\",W146=\"unknown- need full report\",I146=\"unknown\",K146=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A146,#REF!,2,FALSE),(IF(B146=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B147&C147","v":"BC5"},"BC",5,90,"controlling runoff","detention basin","no","yes","King County, WA","mixed urban","flow","not applicable",null,"Derek B. Booth and C. Rhett Jackson",1997,"Urbanization of Aquatic Systems--\nDegradation Thresholds, Stormwater Detention, and the Limits of\nMitigation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E91\",\"Urbanization of Aquatic Systems--\nDegradation Thresholds, Stormwater Detention, and the Limits of\nMitigation\")","v":"Urbanization of Aquatic Systems--\nDegradation Thresholds, Stormwater Detention, and the Limits of\nMitigation"},"JOURNAL of the AMERICAN WATER RESOURCES ASSOCIATION\nVol. 22, No. 5 (October 1997)",{"$f":"IF(LEN(T147)>0,\"yes\",\"no\")","v":"yes"},"http://ordering.onlinelibrary.wiley.com/subs.asp?ref=1752-1688&doi=10.1111/(ISSN)1752-1688","not applicable","yes","model","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A147,#REF!,2,FALSE),(IF(B147=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC4","BC",4,91,"controlling runoff","detention basin","no","yes","King County, WA","mixed urban","flow","not applicable",null,"Derek R. Booth",1991,"Urbanization and the Natural Drainage System - Impacts, Solutions, and Prognoses",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E92\",\"Urbanization and the Natural Drainage System - Impacts, Solutions, and Prognoses\")","v":"Urbanization and the Natural Drainage System - Impacts, Solutions, and Prognoses"},"Northwest Environmental Journal (Vol 7, No. 1)","yes","http://water.washington.edu/outreach/Publications/articles.html","not available","yes","flow","yes","maybe indirectly relevant","BJR",{"$f":"IFERROR(VLOOKUP(A148,#REF!,2,FALSE),(IF(B148=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B149&C149","v":"BR46"},"BR",46,92,"controlling runoff","rain garden","no","no","College Park, MD","mixed urban","toxics","not applicable",null,"DIBLASI, CATHERINE J.\nHOUNG LI\nDAVIS, ALLEN P.\nGHOSH, UPAL",2009,"Removal and Fate of Polycyclic Aromatic Hydrocarbon Pollutants in an Urban Stormwater Bioretention Facility",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E93\",\"Removal and Fate of Polycyclic Aromatic Hydrocarbon Pollutants in an Urban Stormwater Bioretention Facility\")","v":"Removal and Fate of Polycyclic Aromatic Hydrocarbon Pollutants in an Urban Stormwater Bioretention Facility"},"Environmental Science & Technology; 1/15/2009, Vol. 43 Issue 2, p494-502, 9p",{"$f":"IF(LEN(T149)>0,\"yes\",\"no\")","v":"yes"},"http://pubs.acs.org/doi/abs/10.1021/es802090g","16 months","yes","concentration& load",{"$f":"IF(OR(U149=\"unknown- need full report\",V149=\"unknown- need full report\",W149=\"unknown- need full report\",I149=\"unknown\",K149=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A149,#REF!,2,FALSE),(IF(B149=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC11","PSC",11,93,"controlling runoff","LID","yes","no","not available","laboratory","toxics","not applicable",null,"Dierkes, C.\nGöbel, P.\nLohmann, M.\nColdewey, W. G.",2006,"Development and investigation of a pollution control pit for treatment of stormwater from metal roofs and traffic areas",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E94\",\"Development and investigation of a pollution control pit for treatment of stormwater from metal roofs and traffic areas\")","v":"Development and investigation of a pollution control pit for treatment of stormwater from metal roofs and traffic areas"},"Water Science & Technology; 2006, Vol. 54 Issue 6/7, p291-298","yes","http://www.hydrocon.com.au/pdfs/Research-Publications/Filters/dierkes-10icud_copenhagen.pdf","8 months","no","load","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A150,#REF!,2,FALSE),(IF(B150=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["rg24","rg",24,94,"controlling runoff","rain garden","no","yes","Haddam, CT","mixed urban","multiple","flow, nutrients, toxics",null,"Dietz, Michael E.; Clausent, John C.",2006,"Saturation to Improve Pollutant Retention in a Rain Garden",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E95\",\"Saturation to Improve Pollutant Retention in a Rain Garden\")","v":"Saturation to Improve Pollutant Retention in a Rain Garden"},"Environmental Science & Technology; 2/15/2006, Vol. 40 Issue 4, p1335-1340","yes","http://pubs.acs.org/doi/abs/10.1021/es051644f","unknown- need full report","yes","load",{"$f":"IF(OR(U151=\"unknown- need full report\",V151=\"unknown- need full report\",W151=\"unknown- need full report\",I151=\"unknown\",K151=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A151,#REF!,2,FALSE),(IF(B151=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp17","bmp",17,95,"public education and outreach","education","no","yes","Connecticut","residential","multiple","bacteria, nutrients",null,"Dietz, Michael; Clausen John; Filchak, Karen",2004,"Education and Changes in Residential Nonpoint Source Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E96\",\"Education and Changes in Residential Nonpoint Source Pollution\")","v":"Education and Changes in Residential Nonpoint Source Pollution"},"Environmental Management","yes","http://www.springerlink.com/content/8t9nd2d4gty306xp/","4 years","yes","load",null,null,"MM",{"$f":"IFERROR(VLOOKUP(A152,#REF!,2,FALSE),(IF(B152=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["rg1","rg",1,96,"controlling runoff","rain garden","no","no","Haddam, CT","mixed urban","multiple","nutrients, toxics",null,"Dietz, Michael; Clausen, John C.",2005,"A Field Evaluation of Rain Garden Flow and Pollutant Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E97\",\"A Field Evaluation of Rain Garden Flow and Pollutant Treatment\")","v":"A Field Evaluation of Rain Garden Flow and Pollutant Treatment"},"Water, Air & Soil Pollution; Oct2005, Vol. 167 Issue 1-4, p123-138, 16p","yes","http://www.environmentalhealthclinic.net/wp-content/uploads/2007/11/a-field-evaluation-of-rain-garden-flow-and-pollutant-treatment.pdf","unknown- need full report","no","concentration",{"$f":"IF(OR(U153=\"unknown- need full report\",V153=\"unknown- need full report\",W153=\"unknown- need full report\",I153=\"unknown\",K153=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A153,#REF!,2,FALSE),(IF(B153=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST16","WST",16,97,"controlling runoff","infiltration basin","no","no","not available","mixed urban","multiple","not available",null,"E. Alfakih; S. Barraud; I. Martinelli",1999,"A study of stormwater infiltration system feasibility and design",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E98\",\"A study of stormwater infiltration system feasibility and design\")","v":"A study of stormwater infiltration system feasibility and design"},"Water Science and Technology Vol 39 No 2 pp 225–231 ","yes","http://www.iwaponline.com/wst/03902/wst039020225.htm","unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U154=\"unknown- need full report\",V154=\"unknown- need full report\",W154=\"unknown- need full report\",I154=\"unknown\",K154=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A154,#REF!,2,FALSE),(IF(B154=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc18","construc",18,98,"controlling runoff","source control","no","no","Parker County, TX","industrial","multiple","nutrients, sediment",null,"Eck, Bradley; Barrett, Michael; McFarland, Anne; Hauck, Larry",2010,"Hydrologic and Water Quality Aspects of Using a Compost/Mulch Blend for Erosion Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E99\",\"Hydrologic and Water Quality Aspects of Using a Compost/Mulch Blend for Erosion Control\")","v":"Hydrologic and Water Quality Aspects of Using a Compost/Mulch Blend for Erosion Control"},"Journal of Irrigation & Drainage Engineering; Sep2010, Vol. 136 Issue 9, p646-655, 10p","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Hydrologic%20and%20Water%20Quality%20Aspects%20of%20using%20-1869780556/Hydrologic%20and%20Water%20Quality%20Aspects%20of%20using%20a%20compost_mulch%20blend%20for%20erosion%20control.pdf","2 years","yes","concentration & load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A155,#REF!,2,FALSE),(IF(B155=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC32","BC",32,99,"controlling runoff","LID","yes","no","Various, USA","mixed urban","multiple","not available",null,"Ed MacMullan and Sarah Reich",2007,"The Economics of Low-Impact Development:\nA Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E100\",\"The Economics of Low-Impact Development:\nA Literature Review\")","v":"The Economics of Low-Impact Development:\nA Literature Review"},"ECONorthwest","yes","http://www.econw.com/reports/ECONorthwest_Low-Impact-Development-Economics-Literature-Review.pdf/","not applicable","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A156,#REF!,2,FALSE),(IF(B156=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC23","BC",23,100,"pollution prevention and municipal operations","other","yes","no","California","mixed urban","multiple","not available",null,"Eisenberg, Olivieri, and Assoc., Inc. & Larry Walker Assoc.",2005,"Stormwater Program Effectiveness Assessment Survey Summary Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E101\",\"Stormwater Program Effectiveness Assessment Survey Summary Report\")","v":"Stormwater Program Effectiveness Assessment Survey Summary Report"},"California Stormwater Quality Association","yes","http://www.scvurppp-w2k.com/pdfs/0405/CASQA%20Final%20Summary%20Report-Effectiveness%20Assessment%20Survey5.pdf","not applicable","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A157,#REF!,2,FALSE),(IF(B157=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B158&C158","v":"bmp23"},"bmp",23,101,"controlling runoff","detention basin","no","no","Harris County, TX","mixed urban","multiple","bacteria, nutrients, toxics",null,"Elliot, Catherine; White, Carolyn; Maldonado, Jason; Richards, Chad; Bloom, Michael F",2008,"Evaluating Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E102\",\"Evaluating Effectiveness\")","v":"Evaluating Effectiveness"},"Stormwater, Sep 2008, Vol 9, Issue 6, p100-109",{"$f":"IF(LEN(T158)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormh2o.com/september-2008/harris-county-retention.aspx","unknown- need full report","yes","concentration",{"$f":"IF(OR(U158=\"unknown- need full report\",V158=\"unknown- need full report\",W158=\"unknown- need full report\",I158=\"unknown\",K158=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A158,#REF!,2,FALSE),(IF(B158=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC96","BC",96,102,"multiple","source control","no ","no","California","mixed urban","multiple","not available",null,"Elzufon, Betsy",2001,"Controlling Pollution at Its Source: Wastewater and Stormwater demonstration projects",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E103\",\"Controlling Pollution at Its Source: Wastewater and Stormwater demonstration projects\")","v":"Controlling Pollution at Its Source: Wastewater and Stormwater demonstration projects"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","no","paper","have full report","evaluation tools","COD",{"$f":"IFERROR(VLOOKUP(A159,#REF!,2,FALSE),(IF(B159=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["LID31","LID",31,103,"controlling runoff","porous pavement","yes","yes","Villanova University, PA","mixed urban","flow","not applicable",null,"Emerson, Clay H.; Traver, Robert G.\n",2008,"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E104\",\"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices\")","v":"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p598-605","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?167307","2 years","no","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A160,#REF!,2,FALSE),(IF(B160=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID31","LID",31,103,"controlling runoff","rain garden","yes","yes","Villanova University, PA","mixed urban","flow","not applicable",null,"Emerson, Clay H.; Traver, Robert G.\n",2008,"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E104\",\"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices\")","v":"Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p598-605","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?167307","4 years","no","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A161,#REF!,2,FALSE),(IF(B161=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["rg18","rg",18,104,"controlling runoff","rain garden","no","no","not available","mixed urban","multiple","flow, nutrients, toxics",null,"Emery, Chris",2006,"Rain Gardens Harvest Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E105\",\"Rain Gardens Harvest Pollution\")","v":"Rain Gardens Harvest Pollution"},"Frontiers in Ecology & the Environment; Mar2006, Vol. 4 Issue 2, p64-64, 1/2p","no",null,"unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U162=\"unknown- need full report\",V162=\"unknown- need full report\",W162=\"unknown- need full report\",I162=\"unknown\",K162=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A162,#REF!,2,FALSE),(IF(B162=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR42","BR",42,105,"controlling runoff","rain garden","no","no","Connecticut","agriculture","multiple","nutrients, sediment",null,"Ergas, Sarina J.\nSengupta, Sukalyan\nSiegel, Ryan\nPandit, Arka\nYao, Yifu\nYuan, Xin",2010,"Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E106\",\"Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff\")","v":"Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff"},"Journal of Environmental Engineering; Oct2010, Vol. 136 Issue 10, p1105-1112, 8p, 1 Diagram, 1 Chart, 7 Graphs","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?268922","2 years","yes","load",{"$f":"IF(OR(U163=\"unknown- need full report\",V163=\"unknown- need full report\",W163=\"unknown- need full report\",I163=\"unknown\",K163=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A163,#REF!,2,FALSE),(IF(B163=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM8","MM",8,106,"controlling runoff","detention basin","yes","no","Various, USA","mixed urban","multiple","sediment, toxics",null,"Eric Hettler; John S. Gulliver; Andrew Erickson; Peter T. Weiss","200_","Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E107\",\"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance\")","v":"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance"},"unknown","no",null,"not applicable","yes","load",{"$f":"IF(OR(U164=\"unknown- need full report\",V164=\"unknown- need full report\",W164=\"unknown- need full report\",I164=\"unknown\",K164=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A164,#REF!,2,FALSE),(IF(B164=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM8","MM",8,106,"controlling runoff","manufactured device","yes","no","Various, USA","mixed urban","multiple","sediment, toxics",null,"Eric Hettler; John S. Gulliver; Andrew Erickson; Peter T. Weiss","200_","Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E107\",\"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance\")","v":"Stormwater Sediment Particle Size Distribution and the Impact on BMP Performance"},"unknown","no",null,"not applicable","yes","load",{"$f":"IF(OR(U165=\"unknown- need full report\",V165=\"unknown- need full report\",W165=\"unknown- need full report\",I165=\"unknown\",K165=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A165,#REF!,2,FALSE),(IF(B165=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC51","BC",51,107,"monitoring","multiple","no","no","not applicable","mixed urban","multiple","not available",null,"Eric Strecker, P.E. of GeoSyntec Consultants, Ben Urbonas, P.E. Urban\nDrainage and Flood Control District, Denver, Marcus Quigley, P.E., Jim Howell, and\nTodd Hesse of GeoSyntec Consultants",2002,"Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E108\",\"Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements\")","v":"Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements"},"United States Environmental Protection Agency and ASCE","yes","http://water.epa.gov/scitech/wastetech/guide/stormwater/upload/2009-Stormwater-BMP-Monitoring-Manual.pdf","not applicable","yes","concentration & flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A166,#REF!,2,FALSE),(IF(B166=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B167&C167","v":"BC93"},"BC",93,108,"controlling runoff","media filter","no","no","Minnesota","laboratory","nutrients","not applicable",null,"Erickson, Andrew Jacob",2005,"Enhanced Sand Filtration for Storm Water Phosphorous Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E109\",\"Enhanced Sand Filtration for Storm Water Phosphorous Removal\")","v":"Enhanced Sand Filtration for Storm Water Phosphorous Removal"},"University of Minnesota",{"$f":"IF(LEN(T167)>0,\"yes\",\"no\")","v":"yes"},"http://www.pca.state.mn.us/index.php/view-document.html?gid=7749","not applicable","no","concentration","have full report","laboratory","COD",{"$f":"IFERROR(VLOOKUP(A167,#REF!,2,FALSE),(IF(B167=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BR55","BR",55,109,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","toxics","not applicable",null,"Eunyoung Hong\nSeagren, Eric A.\nDavis, Allen P.\n",2006,"Sustainable Oil and Grease Removal from Synthetic Stormwater Runoff Using Bench-Scale Bioretention Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E110\",\"Sustainable Oil and Grease Removal from Synthetic Stormwater Runoff Using Bench-Scale Bioretention Studies\")","v":"Sustainable Oil and Grease Removal from Synthetic Stormwater Runoff Using Bench-Scale Bioretention Studies"},"Water Environment Research (10614303); Feb2006, Vol. 78 Issue 2, p141-155, 15p, 1 Diagram, 2 Charts, 8 Graphs","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Oil%20and%20Grease%20Removal%20in%20Bioretention-Davis%20etal%202006.pdf","not applicable","yes","load",{"$f":"IF(OR(U168=\"unknown- need full report\",V168=\"unknown- need full report\",W168=\"unknown- need full report\",I168=\"unknown\",K168=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"mm",{"$f":"IFERROR(VLOOKUP(A168,#REF!,2,FALSE),(IF(B168=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc1","construc",1,110,"controlling runoff","wetlands","no","no","Hamilton, Ontario","mixed urban","multiple","nutrients, sediment, toxics",null,"Farrell, Aaron C.; Scheckenberger, Ronald R.",2003,"An Assessment of Long-Term Monitoring Data for Constructed Wetlands for Urban Highway Runoff Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E111\",\"An Assessment of Long-Term Monitoring Data for Constructed Wetlands for Urban Highway Runoff Control\")","v":"An Assessment of Long-Term Monitoring Data for Constructed Wetlands for Urban Highway Runoff Control"},"Water Quality Research Journal of Canada, 2003, Vol 38, Issue 2, p283, 33p","yes","http://www.philipseng.com/papers/Water/CAWQ%20Paper.pdf","7 years","yes","load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A169,#REF!,2,FALSE),(IF(B169=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp40","bmp",40,111,"controlling runoff","manufactured device","no","no","Charlottesville, VA","mixed urban","sediment","not applicable",null,"Fassman, Elizabeth A.",2006,"Improving Effectiveness and Evaluation Techniques of Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E112\",\"Improving Effectiveness and Evaluation Techniques of Stormwater Best Management Practices\")","v":"Improving Effectiveness and Evaluation Techniques of Stormwater Best Management Practices"},"Journal of Environmental Science & Health, Part A: Toxic/Hazardous Substances & Environmental Engineering, July 2006, Vol 41, Issue 7, p1247-1256","yes","http://www.tandfonline.com/doi/pdf/10.1080/10934520600656620","2.5 years","yes","concentration",{"$f":"IF(OR(U170=\"unknown- need full report\",V170=\"unknown- need full report\",W170=\"unknown- need full report\",I170=\"unknown\",K170=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A170,#REF!,2,FALSE),(IF(B170=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave18","permpave",18,112,"controlling runoff","porous pavement","no","no","Auckland, New Zealand","transportation","flow","not applicable",null,"Fassman, Elizabeth A; Blackbourn, Samuel",2010,"Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E113\",\"Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils\")","v":"Urban Runoff Mitigation by a Permeable Pavement System over Impermeable Soils"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p475-485, 11p, 4 Color Photographs, 1 Black and White Photograph, 1 Diagram, 6 Charts, 8 Graphs","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p475_s1?isAuthorized=no","2 years","yes","flow",{"$f":"IF(OR(U171=\"unknown- need full report\",V171=\"unknown- need full report\",W171=\"unknown- need full report\",I171=\"unknown\",K171=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A171,#REF!,2,FALSE),(IF(B171=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc31","construc",31,113,"controlling runoff","source control","no","yes","North Georgia","laboratory","multiple","flow, sediment",null,"Faucette, L. B.; Governo, J.; Tyler, R.; Gigley, G.; Jordan, C. F.; Lockaby, B. G.",2009,"Performance of compost filter socks and conventional sediment control barriers used for perimeter control on construction sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E114\",\"Performance of compost filter socks and conventional sediment control barriers used for perimeter control on construction sites\")","v":"Performance of compost filter socks and conventional sediment control barriers used for perimeter control on construction sites"},"Journal of Soil & Water Conservation; Jan/Feb2009, Vol. 64 Issue 1, p81-88","yes","http://www.jswconline.org/content/64/1/81.refs","not applicable","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A172,#REF!,2,FALSE),(IF(B172=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc42","construc",42,114,"controlling runoff","source control","no","yes","Beltsville, MD","laboratory","multiple","nutrients, sediment",null,"Faucette, L. B.; Sefton, K. A.; Sadeghi, A. M.; Rowland, R. A.",2008,"Sediment and phosphorus removal from simulated storm runoff with compost filter socks and silt fence",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E115\",\"Sediment and phosphorus removal from simulated storm runoff with compost filter socks and silt fence\")","v":"Sediment and phosphorus removal from simulated storm runoff with compost filter socks and silt fence"},"Journal of Soil & Water Conservation; Jul/Aug2008, Vol. 63 Issue 4, p257-264, 8p","yes","http://www.jswconline.org/content/63/4/257.abstract","not applicable","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A173,#REF!,2,FALSE),(IF(B173=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc12","construc",12,115,"controlling runoff","source control","no","yes","Athens, GA","other","multiple","nutrients, sediment",null,"Faucette, L. Britt; Governo, Jason; Jordan, Carl F.; Lockaby, B. Graeme; Carino, Honorio F.; Governo, Robin",2007,"Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E116\",\"Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes\")","v":"Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes"},"Journal of Soil & Water Conservation; Nov/Dec2007, Vol. 62 Issue 6, p404-413, ","yes","http://www.jswconline.org/content/62/6/404.abstract","3 months","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A174,#REF!,2,FALSE),(IF(B174=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp44","bmp",44,116,"controlling runoff","source control","no","no","San Diego, CA","laboratory","sediment","not applicable",null,"Faucette, L.B., Scholl, B.; Beighley, R. E., J. Governo",2009,"Large-Scale Performance and Design for Construction Activity Erosion Control Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E117\",\"Large-Scale Performance and Design for Construction Activity Erosion Control Best Management Practices\")","v":"Large-Scale Performance and Design for Construction Activity Erosion Control Best Management Practices"},"Journal of Environmental Quality, May/Jun 2009, Vol 38, Issue 3, p1248-1254","yes","http://www.filtrexx.com/Resources/120%20-%20JEQ%20-%20Faucette,%20Scholl,%20Beighley,%20and%20Governo.pdf","not applicable","yes","load",{"$f":"IF(OR(U175=\"unknown- need full report\",V175=\"unknown- need full report\",W175=\"unknown- need full report\",I175=\"unknown\",K175=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A175,#REF!,2,FALSE),(IF(B175=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"pollution prevention and municipal operations","CB cleaning","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A176,#REF!,2,FALSE),(IF(B176=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"controlling runoff","detention basin","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A177,#REF!,2,FALSE),(IF(B177=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"controlling runoff","porous pavement","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A178,#REF!,2,FALSE),(IF(B178=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"pollution prevention and municipal operations","street sweeping","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A179,#REF!,2,FALSE),(IF(B179=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA1","JAWRA",1,117,"pollution prevention and municipal operations","maintenance practice","yes","no","Various, USA","multiple","multiple","not available",null,"Field, Richard",1985,"Urban Runoff: Pollution Sources, Control, and Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E118\",\"Urban Runoff: Pollution Sources, Control, and Treatment\")","v":"Urban Runoff: Pollution Sources, Control, and Treatment"},"Journal of the American Water Resources Association, 1985, Vol 21, Issue 2, p197-206","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1985.tb00129.x/abstract","not applicable","no","paper","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A180,#REF!,2,FALSE),(IF(B180=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC25","PSC",25,118,"controlling runoff","other","yes","no","Bochum, Germany","mixed urban","other","not applicable",null,"Frehmann, T.\nNafo, I.\nNiemann, A.\nGeiger, W.F.\n",2002,"Storm water management in an urban catchment: effects of source control and real-time management of sewer systems on receiving water quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E119\",\"Storm water management in an urban catchment: effects of source control and real-time management of sewer systems on receiving water quality\")","v":"Storm water management in an urban catchment: effects of source control and real-time management of sewer systems on receiving water quality"},"Water Science & Technology; 2002, Vol. 46 Issue 6/7, p19","yes","http://www.iwaponline.com/wst/04606/wst046060019.htm","not available","unknown","model",{"$f":"IF(OR(U181=\"unknown- need full report\",V181=\"unknown- need full report\",W181=\"unknown- need full report\",I181=\"unknown\",K181=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A181,#REF!,2,FALSE),(IF(B181=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM21","MM",21,119,"monitoring","other","no","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"G. Allen Burton, Jr.; Robert E. Pitt",2001,"Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E120\",\"Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers\")","v":"Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers"},"http://rpitt.eng.ua.edu/Publications/BooksandReports/Stormwater%20Effects%20Handbook%20by%20%20Burton%20and%20Pitt%20book/MainEDFS_Book.html","yes","http://rpitt.eng.ua.edu/Publications/BooksandReports/Stormwater%20Effects%20Handbook%20by%20%20Burton%20and%20Pitt%20book/MainEDFS_Book.html","not applicable","yes","paper",{"$f":"IF(OR(U182=\"unknown- need full report\",V182=\"unknown- need full report\",W182=\"unknown- need full report\",I182=\"unknown\",K182=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A182,#REF!,2,FALSE),(IF(B182=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID17","LID",17,120,"controlling runoff","LID","no","no","not available","not available","flow","not applicable",null,"Gaskell, Simon",2007,"Flooding: are green roofs the answer?",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E121\",\"Flooding: are green roofs the answer?\")","v":"Flooding: are green roofs the answer?"},"Sustain' Magazine; 2007, Vol. 8 Issue 5, p51-54, 3p, 4 Black and White Photographs","no",null,"unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U183=\"unknown- need full report\",V183=\"unknown- need full report\",W183=\"unknown- need full report\",I183=\"unknown\",K183=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A183,#REF!,2,FALSE),(IF(B183=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM15","MM",15,121,"controlling runoff","infiltration basin","no","no","Puget Sound, WA","mixed urban","multiple","nutrients, toxics",null,"Gaus, Jennifer",null,"Soils of Infiltration Basins in the Puget Sound Region: Trace Metals Form and Concentrations and Comparison to Washington State Department of Ecology Guidelines",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E122\",\"Soils of Infiltration Basins in the Puget Sound Region: Trace Metals Form and Concentrations and Comparison to Washington State Department of Ecology Guidelines\")","v":"Soils of Infiltration Basins in the Puget Sound Region: Trace Metals Form and Concentrations and Comparison to Washington State Department of Ecology Guidelines"},"University of Washington","no",null,"1 year","yes","concentration",{"$f":"IF(OR(U184=\"unknown- need full report\",V184=\"unknown- need full report\",W184=\"unknown- need full report\",I184=\"unknown\",K184=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A184,#REF!,2,FALSE),(IF(B184=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC17","BC",17,122,"controlling runoff","detention basin","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A185,#REF!,2,FALSE),(IF(B185=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","biofilter","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A186,#REF!,2,FALSE),(IF(B186=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","manufactured device","yes","yes","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A187,#REF!,2,FALSE),(IF(B187=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","retention pond","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A188,#REF!,2,FALSE),(IF(B188=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC17","BC",17,122,"controlling runoff","wetlands","yes","no","multiple","mixed urban","multiple","nutrients, sediment, toxics",null,"GeoSyntec Consultants\nWright Water Engineers, Inc.",null,"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E123\",\"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database\")","v":"Analysis of Treatment System Performance International Stormwater Best Management Practices (BMP) Database"},"Water Environment Research Foundation\nAmerican Society of Civil Engineers (Environmental and Water Resources\nInstitute/Urban Water Resources Research Council)\nU.S. Environmental Protection Agency\nFederal Highway Administration\nAmerican Public Works Association","yes","http://www.bmpdatabase.org/Docs/Performance%20Summary%20June%202008.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A189,#REF!,2,FALSE),(IF(B189=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E124\",\"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction\")","v":"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A190,#REF!,2,FALSE),(IF(B190=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A191,#REF!,2,FALSE),(IF(B191=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A192,#REF!,2,FALSE),(IF(B192=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A193,#REF!,2,FALSE),(IF(B193=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A194,#REF!,2,FALSE),(IF(B194=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC52","BC",52,123,"controlling runoff","media filter","yes","no","not applicable","mixed urban","flow","not applicable",null,"Geosyntec Consultants\nWright Water Engineers, Inc.",2011,"International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database Technical Summary: Volume Reduction","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/Volume%20Reduction%20Technical%20Summary%20Jan%202011.pdf","not applicable","yes","flow","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A195,#REF!,2,FALSE),(IF(B195=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC13","BC",13,124,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","nutrients","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2010,"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E125\",\"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients\")","v":"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Nutrients%20Paper%20December%202010%20Final.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A196,#REF!,2,FALSE),(IF(B196=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC13","BC",13,124,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","nutrients","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2010,"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E125\",\"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients\")","v":"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Nutrients%20Paper%20December%202010%20Final.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A197,#REF!,2,FALSE),(IF(B197=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC13","BC",13,124,"controlling runoff","media filter","yes","no","not applicable","mixed urban","nutrients","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2010,"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E125\",\"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients\")","v":"International Stormwater Best Management Practices (BMP) Database\nPollutant Category Summary: Nutrients"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Nutrients%20Paper%20December%202010%20Final.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A198,#REF!,2,FALSE),(IF(B198=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E126\",\"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)\")","v":"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)"},"International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A199,#REF!,2,FALSE),(IF(B199=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A200,#REF!,2,FALSE),(IF(B200=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A201,#REF!,2,FALSE),(IF(B201=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","media filter","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A202,#REF!,2,FALSE),(IF(B202=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","manufactured device","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A203,#REF!,2,FALSE),(IF(B203=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","porous pavement","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A204,#REF!,2,FALSE),(IF(B204=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A205,#REF!,2,FALSE),(IF(B205=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC14","BC",14,125,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","sediment","not applicable",null,"Geosyntec Consultants, Inc.\nWright Water Engineers, Inc.",2011,"International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best\nManagement Practices (BMP) Database Pollutant Category Summary:\nSolids (TSS, TDS and Turbidity)","International Stormwater Best Management Practices (BMP) Database","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Solids%20Paper%20May%202011%20FINAL.PDF","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A206,#REF!,2,FALSE),(IF(B206=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B207&C207","v":"2sweep6"},"2sweep",6,126,"pollution prevention and municipal operations","street sweeping","no","no","USA","mixed urban","sediment","toxics",null,"German, J.; Svensson, G",2002,"Metal Content and Particle Size Distribution of Street Sediments and Street Sweeping Waste",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E127\",\"Metal Content and Particle Size Distribution of Street Sediments and Street Sweeping Waste\")","v":"Metal Content and Particle Size Distribution of Street Sediments and Street Sweeping Waste"},"Water Science & Technology, 2002, Vol 46, Issue 6/7, p191",{"$f":"IF(LEN(T207)>0,\"yes\",\"no\")","v":"yes"},"http://cat.inist.fr/?aModele=afficheN&cpsidt=14182572","unknown- need full report","unknown- need full report","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A207,#REF!,2,FALSE),(IF(B207=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep12","2sweep",12,127,"pollution prevention and municipal operations","street sweeping","no","no","Jönköping, Sweden","mixed urban","toxics","sediment",null,"German, Jonas; Svensson, Gilbert",2001,"Street Sweeping as a Pollutant Control Measure",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E128\",\"Street Sweeping as a Pollutant Control Measure\")","v":"Street Sweeping as a Pollutant Control Measure"},"Proceedings of the 4th International Conference on Innovative Technologies in Urban Drainage.  Lyon, France, June 25-27, s. 383-390","yes","http://www.efn.uncor.edu/departamentos/hidraul/hidrologia/Auxiliar/01-047.pdf","6 weeks","yes","load","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A208,#REF!,2,FALSE),(IF(B208=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc15","construc",15,128,"controlling runoff","source control","no","no","Toronto, Ontario","mixed urban","sediment","not applicable",null,"Gharabaghi, B.; Fata, A.; Seters, T. Van; Rudra, R. P.; MacMillan, G.; Smith, D.; Li, J. Y.; Bradford, A.; Tesa, G.",2006,"Evaluation of sediment control pond performance at construction sites in the Greater Toronto Area.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E129\",\"Evaluation of sediment control pond performance at construction sites in the Greater Toronto Area.\")","v":"Evaluation of sediment control pond performance at construction sites in the Greater Toronto Area."},"Canadian Journal of Civil Engineering; Nov2006, Vol. 33 Issue 11, p1335-1344, 10p","yes","http://www.nrcresearchpress.com/doi/abs/10.1139/l06-074","not available","yes","concentration & modeling","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A209,#REF!,2,FALSE),(IF(B209=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf1","vf",1,129,"controlling runoff","biofilter","no","no","Southern Ontario, Canada","agriculture","sediment","not applicable",null,"Gharabaghi, Bahram; Rudra, Ramesh P; Goel, Pradeep K.",2006,"Effectiveness of Vegetative Filter Strips in Removal of Sediments from Overland Flow",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E130\",\"Effectiveness of Vegetative Filter Strips in Removal of Sediments from Overland Flow\")","v":"Effectiveness of Vegetative Filter Strips in Removal of Sediments from Overland Flow"},"Water Quality Research Journal of Canada, 2006, Vol 41, Issue 3, p275-282, 8p","yes","http://www.cawq.ca/journal/temp/article/313.pdf","unknown- need full report","yes","load",{"$f":"IF(OR(U210=\"unknown- need full report\",V210=\"unknown- need full report\",W210=\"unknown- need full report\",I210=\"unknown\",K210=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A210,#REF!,2,FALSE),(IF(B210=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp31","bmp",31,130,"controlling runoff","rain garden","no","no","Pennsylvania","mixed urban","multiple","flow, sediment",null,"Gilbert Jenkins, Jennifer K.; Wadzuk, Bridget M.; Welker, Andrea L.",2010,"Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E131\",\"Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction\")","v":"Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction"},"Journal of Irrigation & Drainage Engineering, Dec 2010, Vol 136, Issue 12, p862-869","yes","http://ascelibrary.org/iro/resource/1/jidedh/v136/i12/p862_s1?isAuthorized=no","7 years","yes","flow",{"$f":"IF(OR(U211=\"unknown- need full report\",V211=\"unknown- need full report\",W211=\"unknown- need full report\",I211=\"unknown\",K211=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A211,#REF!,2,FALSE),(IF(B211=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR51","BR",51,131,"controlling runoff","rain garden","yes","no","Baltimore, MD","mixed urban","flow","not applicable",null,"Gilroy, Kristin L. \nMcCuen, Richard H.\n",2009,"Spatio-temporal effects of low impact development practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E132\",\"Spatio-temporal effects of low impact development practices\")","v":"Spatio-temporal effects of low impact development practices"},"Journal of Hydrology; Apr2009, Vol. 367 Issue 3/4, p228-236, 9p\nDocument Type:\n","yes","http://www.sciencedirect.com/science/article/pii/S0022169409000158","not applicable","no","model","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A212,#REF!,2,FALSE),(IF(B212=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR51","BR",51,131,"controlling runoff","LID","yes","no","Baltimore, MD","mixed urban","flow","not applicable",null,"Gilroy, Kristin L. \nMcCuen, Richard H.\n",2009,"Spatio-temporal effects of low impact development practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E132\",\"Spatio-temporal effects of low impact development practices\")","v":"Spatio-temporal effects of low impact development practices"},"Journal of Hydrology; Apr2009, Vol. 367 Issue 3/4, p228-236, 9p\nDocument Type:\n","yes","http://www.sciencedirect.com/science/article/pii/S0022169409000158","not applicable","no","model","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A213,#REF!,2,FALSE),(IF(B213=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC100","BC",100,132,"controlling runoff","wetlands","no","yes","Maryland, Virginia","multiple","multiple","flow, nutrients, toxics",null,"Godrej, Adil N.; Grizzard, Thomas; Kennel, Pamela P.; Lampe, Les K.; Carleton, James N.",1999,"Evaluating the Use of Constructed Wetlands in Urban Areas",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E133\",\"Evaluating the Use of Constructed Wetlands in Urban Areas\")","v":"Evaluating the Use of Constructed Wetlands in Urban Areas"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","3 years","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A214,#REF!,2,FALSE),(IF(B214=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp43","bmp",43,133,"controlling runoff","source control","no","no","not applicable","multiple","sediment","not applicable",null,"Goldstein, Nora",2006,"Its Official! Compost Tools On EPA List As Storm Water BMP's",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E134\",\"Its Official! Compost Tools On EPA List As Storm Water BMP's\")","v":"Its Official! Compost Tools On EPA List As Storm Water BMP's"},"BioCycle, Feb 2006, Vol 47, Issue 2, p21-22","yes","http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=min_measure&min_measure_id=4","not applicable","no","concentration & flow",{"$f":"IF(OR(U215=\"unknown- need full report\",V215=\"unknown- need full report\",W215=\"unknown- need full report\",I215=\"unknown\",K215=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A215,#REF!,2,FALSE),(IF(B215=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["SG14","SG",14,134,"controlling runoff","other","yes","no","Chattahoochee National Forest","rural, non-agriculture","sediment","not applicable",null,"Grace, Johnny M., III",2006,"A New Design to Evaluate Erosion and Sediment Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E135\",\"A New Design to Evaluate Erosion and Sediment Control\")","v":"A New Design to Evaluate Erosion and Sediment Control"},"Science.gov","yes","http://www.treesearch.fs.fed.us/pubs/21948","unknown- need full report","unknown- need full report","load",{"$f":"IF(OR(U216=\"unknown- need full report\",V216=\"unknown- need full report\",W216=\"unknown- need full report\",I216=\"unknown\",K216=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A216,#REF!,2,FALSE),(IF(B216=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp19","bmp",19,135,"controlling runoff","LID","no","no","Connecticut","commercial","multiple","nutrients, toxics",null,"Gregoire, Bruce G.; Clausen, John C.",2011,"Effect of a Modular Extensive Green Roof on Stormwater Runoff and Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E136\",\"Effect of a Modular Extensive Green Roof on Stormwater Runoff and Water Quality\")","v":"Effect of a Modular Extensive Green Roof on Stormwater Runoff and Water Quality"},"Ecological Engineering, Jun 2011, Vol 37, Issue 6, p963-969","yes","http://clear.uconn.edu/projects/tmdl/library/papers/Gregoire-Clausen_2011.pdf","unknown- need full report","yes","load",{"$f":"IF(OR(U217=\"unknown- need full report\",V217=\"unknown- need full report\",W217=\"unknown- need full report\",I217=\"unknown\",K217=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A217,#REF!,2,FALSE),(IF(B217=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC94","BC",94,136,"pollution prevention and municipal operations","retention pond","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E137\",\"Maintenance of Stormwater Best Management Practices\")","v":"Maintenance of Stormwater Best Management Practices"},"University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A218,#REF!,2,FALSE),(IF(B218=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","detention basin","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A219,#REF!,2,FALSE),(IF(B219=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","wetlands","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A220,#REF!,2,FALSE),(IF(B220=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","media filter","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A221,#REF!,2,FALSE),(IF(B221=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","rain garden","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A222,#REF!,2,FALSE),(IF(B222=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","infiltration basin","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A223,#REF!,2,FALSE),(IF(B223=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","porous pavement","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A224,#REF!,2,FALSE),(IF(B224=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","biofilter","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A225,#REF!,2,FALSE),(IF(B225=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC94","BC",94,136,"pollution prevention and municipal operations","manufactured device","yes","no","Minnesota","mixed urban","multiple","sediment",null,"Gulliver, John S.; Kang, Joohyon; Weiss, Peter T.",2008,"Maintenance of Stormwater Best Management Practices","Maintenance of Stormwater Best Management Practices","University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7746","not available","yes","paper","have full report","power point presentation on a survey completed","COD",{"$f":"IFERROR(VLOOKUP(A226,#REF!,2,FALSE),(IF(B226=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["rg27","rg",27,137,"pollution prevention and municipal operations","maintenance practice","no","no","not available","mixed urban","multiple","multiple",null,"Gulliver, John S.; Nieber, John L.; Hozalski, Raymond M; Asleson, Brooke C.; Wilson, Bruce C.; Nestingen, Rebecca S.",2008,"The Four Levels",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E138\",\"The Four Levels\")","v":"The Four Levels"},"Stormwater; Sep2008, Vol. 9 Issue 6, p82-88, 7p","yes","http://www.stormh2o.com/september-2008/rain-garden-assessment.aspx","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U227=\"unknown- need full report\",V227=\"unknown- need full report\",W227=\"unknown- need full report\",I227=\"unknown\",K227=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A227,#REF!,2,FALSE),(IF(B227=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST13","WST",13,138,"controlling runoff","detention basin","no","no","Ruhr River Basin, Germany","mixed urban","flow","not applicable",null,"H. Bode; M. Weyand",2002,"The influence of stormwater treatment on the hydraulic and pollution load - balance for an entire river basin ",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E139\",\"The influence of stormwater treatment on the hydraulic and pollution load - balance for an entire river basin \")","v":"The influence of stormwater treatment on the hydraulic and pollution load - balance for an entire river basin "},"Water Science and Technology, Vol 45, No 3, p167-174","yes","http://www.iwaponline.com/wst/04503/wst045030167.htm","unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U228=\"unknown- need full report\",V228=\"unknown- need full report\",W228=\"unknown- need full report\",I228=\"unknown\",K228=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A228,#REF!,2,FALSE),(IF(B228=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST14","WST",14,139,"controlling runoff","wetlands","no","no","not available","mixed urban","bacteria","not applicable",null,"H. J. Bavor; C. M. Davies; K. Sakadevan",2001,"Stormwater treatment: do constructed wetlands yield improved pollutant management performance over a detention pond system?",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E140\",\"Stormwater treatment: do constructed wetlands yield improved pollutant management performance over a detention pond system?\")","v":"Stormwater treatment: do constructed wetlands yield improved pollutant management performance over a detention pond system?"},"Water Science and Technology, Vol 44, No 11-12, p565-570","yes","http://www.ncbi.nlm.nih.gov/sites/entrez?Db=pubmed&Cmd=Retrieve&list_uids=11804151&dopt=abstractplus","unknown- need full report","unknown- need full report","concentration",{"$f":"IF(OR(U229=\"unknown- need full report\",V229=\"unknown- need full report\",W229=\"unknown- need full report\",I229=\"unknown\",K229=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A229,#REF!,2,FALSE),(IF(B229=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf7","vf",7,140,"controlling runoff","biofilter","no","no","Eastern North Carolina","transportation","sediment","not applicable",null,"Han, Jun; Wu, Jy S.; Allan, Craig",2005,"Suspended Sediment Removal by Vegetative Filter Strip Treating Highway Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E141\",\"Suspended Sediment Removal by Vegetative Filter Strip Treating Highway Runoff\")","v":"Suspended Sediment Removal by Vegetative Filter Strip Treating Highway Runoff"},"Journal of Environmental Science & Health, Part A: Toxic/Hazardous Substances & Environmental Engineering, 2005, Vol 40, Issue 8, p1637-1649","yes","http://www.tandfonline.com/doi/abs/10.1081/ESE-200060683#preview","unknown- need full report","yes","concentration",{"$f":"IF(OR(U230=\"unknown- need full report\",V230=\"unknown- need full report\",W230=\"unknown- need full report\",I230=\"unknown\",K230=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A230,#REF!,2,FALSE),(IF(B230=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp1","bmp",1,141,"controlling runoff","retention pond","no","no","James City County, VA","mixed urban","flow","not applicable",null,"Hancock, Gregory S.; Holley, Jonathan W.; Chambers, Randolph M.",2010,"A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E142\",\"A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control\")","v":"A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control"},"Journal of the American Water Resources Association: How Effective Are Pond at Water Quantity Control","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2010.00481.x/abstract","4 years","yes","flow",{"$f":"IF(OR(U231=\"unknown- need full report\",V231=\"unknown- need full report\",W231=\"unknown- need full report\",I231=\"unknown\",K231=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A231,#REF!,2,FALSE),(IF(B231=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","rain garden","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A232,#REF!,2,FALSE),(IF(B232=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","wetlands","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A233,#REF!,2,FALSE),(IF(B233=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","oil water separator","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A234,#REF!,2,FALSE),(IF(B234=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt24","biofilt",24,142,"controlling runoff","manufactured device","yes","no","Newbury, England","transportation","toxics","not applicable",null,"Hares, R.J.; Ward, N.I.",2004,"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E143\",\"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road\")","v":"Sediment Accumulation in Newly Constructed Vegetative Treatment Facilities Along a New Major Road"},"Science of the Total Environment; Dec 2004, Vol 334-335, p473-479","yes","http://www.sciencedirect.com/science/article/pii/S004896970400395X","39 months","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A235,#REF!,2,FALSE),(IF(B235=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","rain garden","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A236,#REF!,2,FALSE),(IF(B236=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","detention basin","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A237,#REF!,2,FALSE),(IF(B237=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","retention pond","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A238,#REF!,2,FALSE),(IF(B238=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","wetlands","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A239,#REF!,2,FALSE),(IF(B239=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR27","BR",27,143,"controlling runoff","manufactured device","yes","no","Charlotte, NC","multiple","bacteria","not applicable",null,"Hathaway, J. M.\nHunt, W. F.\nJadlocki, S.",2009,"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E144\",\"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina\")","v":"Indicator Bacteria Removal in Storm-Water Best Management Practices in Charlotte, North Carolina"},"Journal of Environmental Engineering; Dec2009, Vol. 135 Issue 12, p1275-1285, 11p, 1 Color Photograph, 6 Charts, 2 Graphs","yes","http://lshs.tamu.edu/docs/lshs/end-notes/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC-3678140698/Indicator%20Bacteria%20Removal%20in%20Stormwater%20BMPs%20in%20Charlotte,%20NC.pdf","31 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A240,#REF!,2,FALSE),(IF(B240=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp27","bmp",27,144,"controlling runoff","wetlands","no","no","Mooresville, NC","mixed urban","multiple","nutrients, sediment",null,"Hathaway, J. M.; Hunt, W. F.",2010,"Evaluation of Storm-Water Wetlands in Series in Piedmont North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E145\",\"Evaluation of Storm-Water Wetlands in Series in Piedmont North Carolina\")","v":"Evaluation of Storm-Water Wetlands in Series in Piedmont North Carolina"},"Journal of Environmental Engineering, Jan 2010, Vol 136, Issue 1, p140-146","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?251134","6 months","yes","concentration",{"$f":"IF(OR(U241=\"unknown- need full report\",V241=\"unknown- need full report\",W241=\"unknown- need full report\",I241=\"unknown\",K241=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A241,#REF!,2,FALSE),(IF(B241=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt8","biofilt",8,145,"controlling runoff","media filter","no","no","Australia","laboratory","sediment","nutrients, toxics",null,"Hatt, B. E.\nSiriwardene, N.\nDeletic, A.\nFletcher, T. D.",2006,"Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E146\",\"Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal.\")","v":"Filter media for stormwater treatment and recycling: the influence of hydraulic properties of flow on pollutant removal."},"Water Science & Technology; 2006, Vol. 54 Issue 6/7, p263-271, 9p, 1 Diagram, 1 Chart, 5 Graphs","yes","ftp://ftp.lermo.cz/Vojtech_outgoing/icud2008/.../10icud_522_880.pdf ","not applicable","yes","concentration","y","really a media filter (vs. biofilter); laboratory","MM",{"$f":"IFERROR(VLOOKUP(A242,#REF!,2,FALSE),(IF(B242=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt27","biofilt",27,146,"controlling runoff","LID","no","no","Australia","laboratory","sediment","nutrients, toxics",null,"Hatt, B. E.; Deletic, A.; Fletcher, T. D.",2007,"Stormwater Reuse: Designing Biofiltration Systems for Reliable Treatment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E147\",\"Stormwater Reuse: Designing Biofiltration Systems for Reliable Treatment\")","v":"Stormwater Reuse: Designing Biofiltration Systems for Reliable Treatment"},"Water Science & Technology; 2007, Vol 55, Issue 4, p201-209","yes","http://www.iwaponline.com/wst/05504/wst055040201.htm","5 weeks","unknown- need full report","load","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A243,#REF!,2,FALSE),(IF(B243=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt21","biofilt",21,147,"controlling runoff","rain garden","no","no","Australia","residential, transportation","multiple","flow, nutrients, sediment, toxics ",null,"Hatt, B. E.; Fletcher, T. D.; Deletic, A.",2009,"Pollutant Removal Performance of Field-Scale Stormwater Biofiltration Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E148\",\"Pollutant Removal Performance of Field-Scale Stormwater Biofiltration Systems\")","v":"Pollutant Removal Performance of Field-Scale Stormwater Biofiltration Systems"},"Water Science & Technology, 2009, Vol 59, Issue 8, p1567-1576, 10p, 1 Chart, 5 Graphs","yes","http://www.sciencedirect.com/science/article/pii/S0022169408005969","3.5 years","yes","concentration and loads","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A244,#REF!,2,FALSE),(IF(B244=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt9","biofilt",9,148,"controlling runoff","media filter","no","no","Australia","laboratory","sediment","nutrients, toxics ",null,"Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana",2008,"Hydraulic and Pollutant Removal Performance of Fine Media Stormwater Filtration Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E149\",\"Hydraulic and Pollutant Removal Performance of Fine Media Stormwater Filtration Systems\")","v":"Hydraulic and Pollutant Removal Performance of Fine Media Stormwater Filtration Systems"},"Environmental Science & Technology; 2008, Vol 42, Issue 7, p2535-2541","yes","http://pubs.acs.org/doi/abs/10.1021/es071264p","42 weeks","yes","load and hydraulic conductivity","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A245,#REF!,2,FALSE),(IF(B245=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt10","biofilt",10,149,"controlling runoff","rain garden","no","no","Australia","laboratory","multiple","nutrients, sediment, toxics",null,"Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana",2007,"Hydraulic and Pollutant Removal Performance of Stormwater Filters Under Variable Wetting and Drying Regimes",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E150\",\"Hydraulic and Pollutant Removal Performance of Stormwater Filters Under Variable Wetting and Drying Regimes\")","v":"Hydraulic and Pollutant Removal Performance of Stormwater Filters Under Variable Wetting and Drying Regimes"},"Water Science & Technology; 2007, Vol. 56, Issue 12, p11-19","yes","http://www.iwaponline.com/wst/05612/wst056120011.htm","42 weeks","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A246,#REF!,2,FALSE),(IF(B246=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt13","biofilt",13,150,"controlling runoff","rain garden","no","no","Australia","residential, transportation","multiple","flow, nutrients, sediment, toxics ",null,"Hatt, Belinda E.; Fletcher, Tim D.; Deletic, Ana",2009,"Hydrologic and Pollutant Removal Performance of Stormwater Biofiltration Systems at the Field Scale",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E151\",\"Hydrologic and Pollutant Removal Performance of Stormwater Biofiltration Systems at the Field Scale\")","v":"Hydrologic and Pollutant Removal Performance of Stormwater Biofiltration Systems at the Field Scale"},"Journal of Hydrology; Feb 2009, Vol 365, Issue 3/4, p310-321","yes","http://www.ncbi.nlm.nih.gov/sites/entrez?Db=pubmed&Cmd=Retrieve&list_uids=18075173&dopt=abstractplus","5 months","yes","flow and concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A247,#REF!,2,FALSE),(IF(B247=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc35","construc",35,151,"controlling runoff","source control","no","no","North Carolina","transportation","sediment","not applicable",null,"Hayes, S. A.; McLaughlin, R. A.; Osmond, D. L.",2005,"Polyacrylamide use for erosion and turbidity control on construction sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E152\",\"Polyacrylamide use for erosion and turbidity control on construction sites\")","v":"Polyacrylamide use for erosion and turbidity control on construction sites"},"Journal of Soil & Water Conservation; Jul/Aug2005, Vol. 60 Issue 4, p6-6, 1p","yes","http://www.jswconline.org/content/60/4/193.abstract","6 storms","yes","load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A248,#REF!,2,FALSE),(IF(B248=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bioinf4","bioinf",4,152,"controlling runoff","LID","no","yes","Villanova University, PA","commercial","flow","not applicable",null,"Heasom, William\nTraver, Robert G.\nWelker, Andrea",2006,"Hydrologic Modeling of A Bioinfiltration Best Management Practice",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E153\",\"Hydrologic Modeling of A Bioinfiltration Best Management Practice\")","v":"Hydrologic Modeling of A Bioinfiltration Best Management Practice"},"Journal of the American Water Resources Association; Oct2006, Vol. 42 Issue 5, p1329-1347, 19p, 4 Charts, 6 Graphs","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2006.tb05304.x/abstract","unknown- need full report","yes","model","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A249,#REF!,2,FALSE),(IF(B249=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt22","biofilt",22,153,"controlling runoff","LID","no","no","Australia","laboratory","nutrients","not applicable",null,"Henderson, C.; Greenway, M.; Phillips, I.",2007,"Removal of Dissolved Nitrogen, Phosphorous and Carbon From Stormwater by Biofiltration  Mesocosms",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E154\",\"Removal of Dissolved Nitrogen, Phosphorous and Carbon From Stormwater by Biofiltration  Mesocosms\")","v":"Removal of Dissolved Nitrogen, Phosphorous and Carbon From Stormwater by Biofiltration  Mesocosms"},"Water Science & Technology, 2007, Vol 55, Issue 4, p183-191, 9p","yes","http://www.refdoc.fr/Detailnotice?cpsidt=18574632&traduire=en","unknown- need full report","yes","concentration","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A250,#REF!,2,FALSE),(IF(B250=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC103","BC",103,154,"controlling runoff","rain garden","yes","yes","multiple","mixed urban","multiple","not available",null,"Hinman, Cutris",2008,"Compilation of national and international research on bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E155\",\"Compilation of national and international research on bioretention\")","v":"Compilation of national and international research on bioretention"},"Puget Sound Partnership","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/bio_docs.htm","not applicable","not applicable","not applicable","no","website with links to articles","COD",{"$f":"IFERROR(VLOOKUP(A251,#REF!,2,FALSE),(IF(B251=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC102","BC",102,155,"controlling runoff","porous pavement","yes","no","multiple","mixed urban","multiple","not available",null,"Hinman, Cutris",2008,"Compilation of national and international research on pervious pavement",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E156\",\"Compilation of national and international research on pervious pavement\")","v":"Compilation of national and international research on pervious pavement"},"Puget Sound Partnership","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/paving_docs/paving_docs.htm","not applicable","not applicable","not applicable","no","website with links to articles","COD",{"$f":"IFERROR(VLOOKUP(A252,#REF!,2,FALSE),(IF(B252=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC99","BC",99,156,"controlling runoff","biofilter","yes","no","western Washington","residential","multiple","flow, toxics",null,"Hinman, Cutris",2009,"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E157\",\"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington\")","v":"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","2.5 years","no","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A253,#REF!,2,FALSE),(IF(B253=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC99","BC",99,156,"controlling runoff","porous pavement","yes","no","western Washington","residential","multiple","flow, toxics",null,"Hinman, Cutris",2009,"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E157\",\"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington\")","v":"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","2.5 years","no","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A254,#REF!,2,FALSE),(IF(B254=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC99","BC",99,156,"controlling runoff","LID","yes","no","western Washington","residential","multiple","flow, toxics",null,"Hinman, Cutris",2009,"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E157\",\"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington\")","v":"Flow Control and Water Quality Treatment Performance of a Residential Low Impact Development Pilot Project in Western Washington"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","2.5 years","no","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A255,#REF!,2,FALSE),(IF(B255=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","rain garden","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E158\",\"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs\")","v":"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs"},"Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A256,#REF!,2,FALSE),(IF(B256=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","infiltration basin","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A257,#REF!,2,FALSE),(IF(B257=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","wetland","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A258,#REF!,2,FALSE),(IF(B258=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","biofilter","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A259,#REF!,2,FALSE),(IF(B259=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","retention pond","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A260,#REF!,2,FALSE),(IF(B260=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","media filter","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A261,#REF!,2,FALSE),(IF(B261=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","detention basin","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A262,#REF!,2,FALSE),(IF(B262=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","manufactured device","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A263,#REF!,2,FALSE),(IF(B263=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC59","BC",59,157,"controlling runoff","other","yes","no","Virginia","mixed urban","multiple","not available",null,"Hirschman, David; Woddworth, Laurel; Drescher, Sadie",2009,"Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Stormwater BMP's in Virginia's James River Basin: An Assessment of Field Conditions & Programs","Center for Watershed Protection, Ellicott City, MD 21043, Final Draft, June 2009","yes","http://www.cwp.org/documents/cat_view/76-stormwater-management-publications.html","1 year","yes","indirect","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A264,#REF!,2,FALSE),(IF(B264=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B265&C265","v":"bmp7"},"bmp",7,158,"controlling runoff","detention basin","no","no","Fairfax County, VA","mixed urban","multiple","nutrients, sediment",null,"Hogan, Dianna M.; Walbridge, Mark R.",2007,"Best Management Practices for Nutrient and Sediment Retention in Urban Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E159\",\"Best Management Practices for Nutrient and Sediment Retention in Urban Stormwater Runoff\")","v":"Best Management Practices for Nutrient and Sediment Retention in Urban Stormwater Runoff"},"Journal of Environmental Quality, Mar/April 2007, Vol 36, Issue 2, p386-395",{"$f":"IF(LEN(T265)>0,\"yes\",\"no\")","v":"yes"},"http://ddr.nal.usda.gov/bitstream/10113/15491/1/IND43995882.pdf","unknown- need full report","yes","concentration",{"$f":"IF(OR(U265=\"unknown- need full report\",V265=\"unknown- need full report\",W265=\"unknown- need full report\",I265=\"unknown\",K265=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A265,#REF!,2,FALSE),(IF(B265=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B266&C266","v":"JAWRA8"},"JAWRA",8,159,"controlling runoff","LID","no","no","Waterford, CT","residential","flow","not applicable",null,"Hood, Mark J.; Clausen, John C.; Warner, Glenn S.",2007,"Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E160\",\"Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development\")","v":"Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development"},"Journal of the American Water Resources Association, Vol 43, Issue 4, p1036-1046",{"$f":"IF(LEN(T266)>0,\"yes\",\"no\")","v":"yes"},"http://www.cabnr.unr.edu/saito/Classes/nres482/readings/hood07.pdf","30 months","yes","flow","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A266,#REF!,2,FALSE),(IF(B266=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B267&C267","v":"BR64"},"BR",64,160,"controlling runoff","rain garden","no","no","Maryland","commercial","multiple","bacteria, flow, nutrients, other, sediment, toxics ",null,"Houng Li\nDavis, Allen P.",2009,"Water Quality Improvement through Reductions of Pollutant Loads Using Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E161\",\"Water Quality Improvement through Reductions of Pollutant Loads Using Bioretention\")","v":"Water Quality Improvement through Reductions of Pollutant Loads Using Bioretention"},"Journal of Environmental Engineering; Aug2009, Vol. 135 Issue 8, p567-576, 10p, 5 Charts, 11 Graphs",{"$f":"IF(LEN(T267)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/eeo/resource/1/joeedu/v135/i8/p567_s1?isAuthorized=no","15 months","yes","concentration & load","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A267,#REF!,2,FALSE),(IF(B267=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC53","BC",53,161,"controlling runoff","retention pond","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E162\",\"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems\")","v":"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems"},"Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A268,#REF!,2,FALSE),(IF(B268=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","detention basin","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A269,#REF!,2,FALSE),(IF(B269=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","biofilter","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A270,#REF!,2,FALSE),(IF(B270=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","rain garden","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A271,#REF!,2,FALSE),(IF(B271=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","porous pavement","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A272,#REF!,2,FALSE),(IF(B272=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC53","BC",53,161,"controlling runoff","infiltration basin","yes","no","Various, USA","mixed urban","multiple","not available",null,"Howard (Andy) Andrews, Michael Barrett, Bridget Woods-Ballard, Richard Kellagher, Peter Martin, Chris Jefferies, Matt Hollon",2005,"Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Performance And Whole Life Costs Of Best Management Practices And Sustainable Urban Drainage Systems","Water Environment Research Foundation","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=01-CTS-21-TA&CFID=8437113&CFTOKEN=69464753","18 months","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A273,#REF!,2,FALSE),(IF(B273=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B274&C274","v":"BR34"},"BR",34,162,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","multiple","flow, nutrients, sediment, toxics ",null,"Hsieh, C.H.\nDavis, A.P. ",2005,"Multiple-event study of bioretention for treatment of urban storm water runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E163\",\"Multiple-event study of bioretention for treatment of urban storm water runoff\")","v":"Multiple-event study of bioretention for treatment of urban storm water runoff"},"Water Science & Technology; 2005, Vol. 51 Issue 3/4, p177-181, 5p",{"$f":"IF(LEN(T274)>0,\"yes\",\"no\")","v":"yes"},"http://www.ucd.ie/dipcon/docs/theme04/theme04_11.PDF","12 weeks","yes","concentration","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A274,#REF!,2,FALSE),(IF(B274=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp37","bmp",37,163,"controlling runoff","multiple","yes","yes","Various, USA","mixed urban","multiple","flow, sediment",null,"Huber, W. C.; Wells, W. J.; Besaw, I. K.; Leinsenring, M. A.",2006,"Hydrologic Regionalisation Impacts on Wet-Weather Control Selection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E164\",\"Hydrologic Regionalisation Impacts on Wet-Weather Control Selection\")","v":"Hydrologic Regionalisation Impacts on Wet-Weather Control Selection"},"Water Science & Technology, 2006, Vo 54, Issue 6/7, p485-492","yes","ftp://ftp.lermo.cz/Vojtech_outgoing/icud2008/2005%20-%2010ICUD/papers/10icud_429_608.pdf","unknown- need full report","unknown- need full report","concentration & flow",{"$f":"IF(OR(U275=\"unknown- need full report\",V275=\"unknown- need full report\",W275=\"unknown- need full report\",I275=\"unknown\",K275=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A275,#REF!,2,FALSE),(IF(B275=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR13","BR",13,164,"controlling runoff","rain garden","no","no","College Park, MD","laboratory","nutrients","not applicable",null,"Huhno Kim\nSeagren, Eric A.\nDavis, Allen P.\n",2000,"Engineered Bioretention for Removal of Nitrate from Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E165\",\"Engineered Bioretention for Removal of Nitrate from Stormwater Runoff\")","v":"Engineered Bioretention for Removal of Nitrate from Stormwater Runoff"},"WEFTEC 2000","yes","www.psparchives.com/.../Design%20Bioretention%20for%20N%20Removal-Davis%202000.pdf ","not applicable","yes","concentration","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A276,#REF!,2,FALSE),(IF(B276=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR49","BR",49,165,"controlling runoff","biofilter","no","no","North Carolina","residential","flow","not applicable",null,"Hunt, W. F.\nHathaway, J. M.\nWinston, R. J.\nJadlocki, S. J.",2010,"Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E166\",\"Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C.\")","v":"Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C."},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p499-503, 5p, 2 Color Photographs, 1 Diagram, 3 Charts","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p499_s1?isAuthorized=no","14 months","yes","flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A277,#REF!,2,FALSE),(IF(B277=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR14","BR",14,166,"controlling runoff","rain garden","no","no","North Carolina","mixed urban","multiple","flow, nutrients, sediment, toxics ",null,"Hunt, W. F.\nJarrett, A. R.\nSmith, J. T.",2006,"Evaluating Bioretention Hydrology and Nutrient Removal at Three Field Sites in North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E167\",\"Evaluating Bioretention Hydrology and Nutrient Removal at Three Field Sites in North Carolina\")","v":"Evaluating Bioretention Hydrology and Nutrient Removal at Three Field Sites in North Carolina"},"Journal of Irrigation & Drainage Engineering; Nov/Dec2006, Vol. 132 Issue 6, p600-608, 9p, 5 Black and White Photographs, 1 Diagram, 6 Charts, 1 Graph, 1 Map","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/NCSU%20Bioretention%20Study.pdf","1 year","yes","concentration and flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A278,#REF!,2,FALSE),(IF(B278=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR44","BR",44,167,"controlling runoff","rain garden","no","no","North Carolina","mixed urban","multiple","bacteria, flow, nutrients, other, sediment, toxics ",null,"Hunt, W. F.\nSmith, J. T.\nJadlocki, S. J.\nHathaway, J. M.\nEubanks, P. R.",2008,"Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E168\",\"Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C.\")","v":"Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C."},"Journal of Environmental Engineering; May2008, Vol. 134 Issue 5, p403-408, 6p, 1 Color Photograph, 4 Charts, 1 Graph","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v134/i5/p403_s1?isAuthorized=no","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A279,#REF!,2,FALSE),(IF(B279=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf6","vf",6,168,"controlling runoff","biofilter","no","no","Charlotte, NC","residential","flow","not applicable",null,"Hunt, W. F.; Hathaway, J. M.; Winston, R. J.; Jadlocki, S. J.",2010,"Runoff Volume Reduction by a Level Spreader - Vegetated Filter Strip System in Suburban Charlotte, N.C.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E169\",\"Runoff Volume Reduction by a Level Spreader - Vegetated Filter Strip System in Suburban Charlotte, N.C.\")","v":"Runoff Volume Reduction by a Level Spreader - Vegetated Filter Strip System in Suburban Charlotte, N.C."},"Journal of Hydrologic Engineering, Jun 2010, Vol 15, Issue 6, p499-503, 5p","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p499_s1?isAuthorized=no","1 year","yes","flow",{"$f":"IF(OR(U280=\"unknown- need full report\",V280=\"unknown- need full report\",W280=\"unknown- need full report\",I280=\"unknown\",K280=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A280,#REF!,2,FALSE),(IF(B280=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp15","bmp",15,169,"controlling runoff","other","no","no","Reedy River Basin, SC","mixed urban","multiple","flow, nutrients, sediment",null,"Hur, J.; Schlautman, M. A.; Templeton, S. R.; Karanfil, T.; Post, C. J.; Smink, J. A.; Song, H.; Goddard, M. A.; Klaine, S. J.; Hayes, J. C.",2008,"Does Current Management of Storm Water Runoff Adequately Protect Water Resources in Developing Catchments",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E170\",\"Does Current Management of Storm Water Runoff Adequately Protect Water Resources in Developing Catchments\")","v":"Does Current Management of Storm Water Runoff Adequately Protect Water Resources in Developing Catchments"},"Journal of Soil & Water Conservation; Mar/April 2008, Vol 63, Issue 2, p77-90","yes","http://www.jswconline.org/content/63/2/77.refs","1 year","yes","load",{"$f":"IF(OR(U281=\"unknown- need full report\",V281=\"unknown- need full report\",W281=\"unknown- need full report\",I281=\"unknown\",K281=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"cumulative","MM",{"$f":"IFERROR(VLOOKUP(A281,#REF!,2,FALSE),(IF(B281=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt26","biofilt",26,170,"controlling runoff","rain garden","yes","no","Boston, MA ","mixed urban","nutrients","not applicable",null,"Hurley, Stephanie E.; Formann, Richard T. T.",2011,"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E171\",\"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA\")","v":"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA"},"Ecological Engineering, Jun 2011, Vol 37, Issue 6, p850-863","yes","http://caocao.myipcn.org/science/article/pii/S0925857411000425","not applicable","yes","model","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A282,#REF!,2,FALSE),(IF(B282=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt26","biofilt",26,170,"controlling runoff","detention basin","yes","no","Boston, MA ","mixed urban","nutrients","not applicable",null,"Hurley, Stephanie E.; Formann, Richard T. T.",2011,"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E171\",\"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA\")","v":"Stormwater Ponds and Biofilters for Large Urban Sites: Modeled Arrangements that Achieve the Phosphorous Reduction Target for Boston's Charles River, USA"},"Ecological Engineering, Jun 2011, Vol 37, Issue 6, p850-863","yes","http://caocao.myipcn.org/science/article/pii/S0925857411000425","not applicable","yes","model","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A283,#REF!,2,FALSE),(IF(B283=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave12","permpave",12,171,"controlling runoff","porous pavement","no","no","not available","mixed urban","flow","not applicable",null,"Illgen, M; Harting, K; Schmitt, T; Welker, A",2007,"Runoff and Infiltration Characteristics of Pavement Structures - review of an extensive monitoring program",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E172\",\"Runoff and Infiltration Characteristics of Pavement Structures - review of an extensive monitoring program\")","v":"Runoff and Infiltration Characteristics of Pavement Structures - review of an extensive monitoring program"},"Water Science & Technology; Vol 56 No. 10; p133-140","yes","http://documents.irevues.inist.fr/bitstream/handle/2042/25373/1023_165illgen.pdf?sequence=1","unknown","no","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A284,#REF!,2,FALSE),(IF(B284=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC37","BC",37,172,"pollution prevention and municipal operations","street sweeping","yes","no","Various, USA","mixed urban","multiple","not available",null,"International Stormwater BMP Database",2008,"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database ",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E173\",\"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database \")","v":"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database "},"International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/Nonstructural%20BMPs%202008.xls","10 years","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A285,#REF!,2,FALSE),(IF(B285=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC37","BC",37,172,"pollution prevention and municipal operations","CB cleaning","yes","no","Various, USA","mixed urban","multiple","not available",null,"International Stormwater BMP Database",2008,"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database ",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E173\",\"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database \")","v":"Summary of Non-Structural BMP Data Available in the International Stormwater BMP Database "},"International Stormwater BMP Database","yes","http://www.bmpdatabase.org/Docs/Nonstructural%20BMPs%202008.xls","10 years","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A286,#REF!,2,FALSE),(IF(B286=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B287&C287","v":"SG3"},"SG",3,173,"public education and outreach","education","no","no","multiple","mixed urban","multiple","multiple",null,"International Stormwater BMP Database",null,"The National Stormwater Best Management Practices Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E174\",\"The National Stormwater Best Management Practices Database\")","v":"The National Stormwater Best Management Practices Database"},"Science.gov",{"$f":"IF(LEN(T287)>0,\"yes\",\"no\")","v":"yes"},"http://www.bmpdatabase.org/","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U287=\"unknown- need full report\",V287=\"unknown- need full report\",W287=\"unknown- need full report\",I287=\"unknown\",K287=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},"duplicate","MM",{"$f":"IFERROR(VLOOKUP(A287,#REF!,2,FALSE),(IF(B287=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B288&C288","v":"WST11"},"WST",11,174,"public education and outreach","education","yes","yes","not applicable","mixed urban","other","not applicable",null,"J. Clary; B. Urbonas, J. Jones; E. Strecker; M. Quigley; J. O'Brien",2002,"Developing, Evaluating, and Maintaining a Standardized Stormwater BMP Effectiveness Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E175\",\"Developing, Evaluating, and Maintaining a Standardized Stormwater BMP Effectiveness Database\")","v":"Developing, Evaluating, and Maintaining a Standardized Stormwater BMP Effectiveness Database"},"Water Science and Technology, Vol 45, No 7, p65-73",{"$f":"IF(LEN(T288)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/04507/wst045070065.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U288=\"unknown- need full report\",V288=\"unknown- need full report\",W288=\"unknown- need full report\",I288=\"unknown\",K288=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A288,#REF!,2,FALSE),(IF(B288=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B289&C289","v":"2sweep15"},"2sweep",15,175,"pollution prevention and municipal operations","street sweeping","no","no","not available","mixed urban","multiple","not available",null,"J. D. Sartor; D. R. Gaboury",1984,"Street Sweeping as a Water Pollution Control Measure: Lessons Learned over the Past Ten Years",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E176\",\"Street Sweeping as a Water Pollution Control Measure: Lessons Learned over the Past Ten Years\")","v":"Street Sweeping as a Water Pollution Control Measure: Lessons Learned over the Past Ten Years"},"Science of the Total Environment, Volume 33, Issues 1-4, p171-183",{"$f":"IF(LEN(T289)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/0048969784903917","10 years","yes","load","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A289,#REF!,2,FALSE),(IF(B289=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B290&C290","v":"2CB7"},"2CB",7,176,"pollution prevention and municipal operations","maintenance practice","no","no","Florida","mixed urban","toxics","not applicable",null,"Jang, Yong-Chul; Jain, Pradeep; Tolaymat, Thabet; Dubey, Brajesh; Singh, Shrawan; Townsend, Timothy",2010,"Characterization of Roadway Stormwater System Residuals for Reuse and Disposal Options",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E177\",\"Characterization of Roadway Stormwater System Residuals for Reuse and Disposal Options\")","v":"Characterization of Roadway Stormwater System Residuals for Reuse and Disposal Options"},"Science of the Total Environment; Mar 2010, Vol 408, Issue 8, p1878-1887",{"$f":"IF(LEN(T290)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S0048969710000616","15 months","yes","concentration","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A290,#REF!,2,FALSE),(IF(B290=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC41","BC",41,177,"monitoring","source control","no","no","Newport Beach, CA","residential","bacteria","not applicable",null,"John F. Skinner, Joseph Guzman, John Kappeler",2010,"Regrowth of Enterococci & Fecal Coliform in Biofilm",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E178\",\"Regrowth of Enterococci & Fecal Coliform in Biofilm\")","v":"Regrowth of Enterococci & Fecal Coliform in Biofilm"},"Stormwater Magazine online","yes","http://www.stormh2o.com/july-august-2010/regrowth-enterococci-fecalcoliform.aspx","1 month","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A291,#REF!,2,FALSE),(IF(B291=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E179\",\"BMP Performance\nWebcast\")","v":"BMP Performance\nWebcast"},"Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A292,#REF!,2,FALSE),(IF(B292=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A293,#REF!,2,FALSE),(IF(B293=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A294,#REF!,2,FALSE),(IF(B294=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A295,#REF!,2,FALSE),(IF(B295=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A296,#REF!,2,FALSE),(IF(B296=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","manufactured device","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A297,#REF!,2,FALSE),(IF(B297=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC19","BC",19,178,"controlling runoff","porous pavement","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Jonathan Jones, Wright Water Engineers\nNeely Law, Center for Watershed Protection\nNikos Singelis, U.S. Environmental Protection Agency",2008,"BMP Performance\nWebcast","BMP Performance\nWebcast","Center for Watershed Protection","no",null,"not applicable","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A298,#REF!,2,FALSE),(IF(B298=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B299&C299","v":"BR5"},"BR",5,179,"controlling runoff","rain garden","no","no","North Carolina","mixed urban","temperature","not applicable",null,"Jones, Matthew P. \nHunt, William F.",2009,"Bioretention Impact on Runoff Temperature in Trout Sensitive Waters",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E180\",\"Bioretention Impact on Runoff Temperature in Trout Sensitive Waters\")","v":"Bioretention Impact on Runoff Temperature in Trout Sensitive Waters"},"Journal of Environmental Engineering; Aug2009, Vol. 135 Issue 8, p577-585, 9p, 5 Diagrams, 5 Charts, 7 Graphs",{"$f":"IF(LEN(T299)>0,\"yes\",\"no\")","v":"yes"},"http://cedb.asce.org/cgi/WWWdisplay.cgi?173498","2 years","yes","concentration - temperature","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A299,#REF!,2,FALSE),(IF(B299=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B300&C300","v":"sweep3"},"sweep",3,180,"pollution prevention and municipal operations","street sweeping","no","no","not available","mixed urban","multiple","nutrients, sediment",null,"Joo-Hyon Kang\nStenstrom, Michael K",2008,"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E181\",\"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis\")","v":"Evaluation of street sweeping effectiveness as a stormwater management practice using statistical power analysis"},"Water Science & Technology; 2008, Vol. 57 Issue 9, p1309-1315, 7p, 1 Chart, 3 Graphs",{"$f":"IF(LEN(T300)>0,\"yes\",\"no\")","v":"yes"},"http://www.ncbi.nlm.nih.gov/pubmed/18495993","unknown- need full report","yes","concentration",{"$f":"IF(OR(U300=\"unknown- need full report\",V300=\"unknown- need full report\",W300=\"unknown- need full report\",I300=\"unknown\",K300=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A300,#REF!,2,FALSE),(IF(B300=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC30","BC",30,181,"pollution prevention and municipal operations","other","yes","yes","Virginia","mixed urban","multiple","flow, nutrients, sediment",null,"Julia B. Hillegass",null,"Using An Indicators Database To Measure Stormwater Program Effectiveness In Hampton Roads",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E182\",\"Using An Indicators Database To Measure Stormwater Program Effectiveness In Hampton Roads\")","v":"Using An Indicators Database To Measure Stormwater Program Effectiveness In Hampton Roads"},"Hampton Roads Planning District Commission\nChesapeake, Virginia","yes","http://www.epa.gov/owow/NPS/natlstormwater03/17Hillegass.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A301,#REF!,2,FALSE),(IF(B301=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B302&C302","v":"JAWRA2"},"JAWRA",2,182,"pollution prevention and municipal operations","other","no","no","Various, USA","multiple","multiple","not available",null,"Kaiser, Edward J.; Burby, Raymond J.",1987,"Emerging State Roles in Urban Stormwater Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E183\",\"Emerging State Roles in Urban Stormwater Management\")","v":"Emerging State Roles in Urban Stormwater Management"},"Journal of the American Water Resources Association, Vol 23, Issue 3, p443-453",{"$f":"IF(LEN(T302)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.1987.tb00822.x/abstract","not applicable","yes","paper",{"$f":"IF(OR(U302=\"unknown- need full report\",V302=\"unknown- need full report\",W302=\"unknown- need full report\",I302=\"unknown\",K302=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A302,#REF!,2,FALSE),(IF(B302=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B303&C303","v":"construc25"},"construc",25,183,"controlling runoff","source control","no","no","Pennsylvania","transportation","sediment","not applicable",null,"Kalainesan, Sujaya; Neufeld, Ronald D.; Quimpo, Rafael; Yodnane, Precha.",2008,"Integrated Methodology of Design for Construction Site Sedimentation Basins",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E184\",\"Integrated Methodology of Design for Construction Site Sedimentation Basins\")","v":"Integrated Methodology of Design for Construction Site Sedimentation Basins"},"Journal of Environmental Engineering; Aug2008, Vol. 134 Issue 8, p619-627, 9p, ",{"$f":"IF(LEN(T303)>0,\"yes\",\"no\")","v":"yes"},"ftp://ftp.eng.auburn.edu/pub/zechwes/ROSS/NC_Penn_State/Kalainesan_Methodology_basin.pdf","10 months","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A303,#REF!,2,FALSE),(IF(B303=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B304&C304","v":"bmp58"},"bmp",58,184,"controlling runoff","source control","no","no","Pennsylvania","transportation","multiple","nutrients, sediment, toxics",null,"Kalainesan, Sujaya; Neufeld, Ronald D.; Quimpo, Rafael; Yodnane, Precha.",2009,"Sedimentation Basin Performance at Highway Construction Sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E185\",\"Sedimentation Basin Performance at Highway Construction Sites\")","v":"Sedimentation Basin Performance at Highway Construction Sites"},"Journal of Environmental Management, Feb 2009, Vol 90, Issue 2.  p838-849.  ",{"$f":"IF(LEN(T304)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S0301479708000315","1 year","yes","concentration",{"$f":"IF(OR(U304=\"unknown- need full report\",V304=\"unknown- need full report\",W304=\"unknown- need full report\",I304=\"unknown\",K304=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A304,#REF!,2,FALSE),(IF(B304=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B305&C305","v":"SG8"},"SG",8,185,"pollution prevention and municipal operations","other","yes","no","Los Angeles, CA","mixed urban","multiple","multiple",null,"KALMAN O, LUND JR, \nLEW DK, LARSON DM.",2000,"Benefit-Cost Analysis of Stormwater Quality, Improvements",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E186\",\"Benefit-Cost Analysis of Stormwater Quality, Improvements\")","v":"Benefit-Cost Analysis of Stormwater Quality, Improvements"},"Science.gov",{"$f":"IF(LEN(T305)>0,\"yes\",\"no\")","v":"yes"},"http://www.ncbi.nlm.nih.gov/sites/entrez?Db=PubMed&Cmd=ShowDetailView&TermToSearch=11029113&ordinalpos=1&itool=EntrezSystem2.PEntrez.Pubmed.Pubmed_ResultsPanel.Pubmed_RVDocSum","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U305=\"unknown- need full report\",V305=\"unknown- need full report\",W305=\"unknown- need full report\",I305=\"unknown\",K305=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A305,#REF!,2,FALSE),(IF(B305=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC6","BC",6,186,"controlling runoff","retention pond","yes","no","Bellevue, WA","mixed urban","nutrients","flow, sediment",null,"Karen J. Comings, Derek B. Booth, ASCE Member,\nand Richard R. Horner, ASCE Member",2000,"Stormwater Pollutant Removal by Two Wet Ponds in Bellevue, Washington",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E187\",\"Stormwater Pollutant Removal by Two Wet Ponds in Bellevue, Washington\")","v":"Stormwater Pollutant Removal by Two Wet Ponds in Bellevue, Washington"},"University of Washington","yes","http://water.washington.edu/outreach/Publications/articles.html","7 months","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A306,#REF!,2,FALSE),(IF(B306=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B307&C307","v":"pollutant5"},"pollutant",5,187,"monitoring","maintenance practice","no","no","Gulf Coast of Florida","mixed urban and rural, non-agricultural","bacteria","not applicable",null,"Korajkic, A.\nBrownell, M. J.\nHarwood, V. J.",2011,"Investigation of human sewage pollution and pathogen analysis at Florida Gulf coast Beaches",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E188\",\"Investigation of human sewage pollution and pathogen analysis at Florida Gulf coast Beaches\")","v":"Investigation of human sewage pollution and pathogen analysis at Florida Gulf coast Beaches"},"Journal of Applied Microbiology; Jan2011, Vol. 110 Issue 1, p174-183",{"$f":"IF(LEN(T307)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1365-2672.2010.04869.x/abstract","2 years","yes","concentration","have full report","This isn't really about a stormwater BMP.","COD",{"$f":"IFERROR(VLOOKUP(A307,#REF!,2,FALSE),(IF(B307=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2CB9","2CB",9,188,"controlling runoff","manufactured device","no","yes","not available","mixed urban","toxics","not applicable",null,"Kostarelos, Konstantinos; Khan, Eakalak; Callipo, Nazzareno; Velasques, Jennifer",2010,"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E189\",\"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff\")","v":"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff"},"Water Resources Management, Mar 2011, Vol 25, Issue 4, p1251-1251","yes","http://www.springerlink.com/content/w748313043x02gh8/","unknown- need full report","unknown- need full report","indirect","y","Erratum here: http://www.springerlink.com/content/p1025hh683657v03/","MM",{"$f":"IFERROR(VLOOKUP(A308,#REF!,2,FALSE),(IF(B308=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf3","vf",3,189,"controlling runoff","media filter","no","yes","Westchester County, NY","transportation","not available","not applicable",null,"Kostarelos, Konstantinos; Khan, Eakalak; Callipo, Nazzareno; Velasquez, Jennifer; Graves, Dave",2011,"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E190\",\"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff\")","v":"Field Study of Catch Basin Inserts for the Removal of Pollutants from Urban Runoff"},"Water Resources Management; Mar2011, Vol. 25, Issue 4, p1205-1217, 13p, 4 Color Photographs, 1 Chart","yes","http://www.springerlink.com/content/w748313043x02gh8/","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U309=\"unknown- need full report\",V309=\"unknown- need full report\",W309=\"unknown- need full report\",I309=\"unknown\",K309=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A309,#REF!,2,FALSE),(IF(B309=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB6","CB",6,190,"controlling runoff","retention pond","no","no","North Carolina","residential","bacteria","not applicable",null,"Krometis, Leigh-Anne H.; Drummey, Patricia N.; Characklis, Gregory W.; Sobsey, Mark D.",2009,"Impact of Microbial Partitioning on Wet Retention Pond Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E191\",\"Impact of Microbial Partitioning on Wet Retention Pond Effectiveness\")","v":"Impact of Microbial Partitioning on Wet Retention Pond Effectiveness"},"Journal of Environmental Engineering, Sep 2009, Vol 135, Issue 9, p758-767, 10p","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?173302","5 months","yes","concentration","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A310,#REF!,2,FALSE),(IF(B310=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA9","JAWRA",9,191,"controlling runoff","porous pavement","no","no","Villanova University, PA","mixed urban","multiple","nutrients, sediment, toxics",null,"Kwiatkowski, Michael; Welker, Andrea L.; Traver, Robert G.; Vanacore, Megan; Ladd, Tyler",2007,"Evaluation of an Infiltration Best Management Practice Utilizing Pervious Concrete",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E192\",\"Evaluation of an Infiltration Best Management Practice Utilizing Pervious Concrete\")","v":"Evaluation of an Infiltration Best Management Practice Utilizing Pervious Concrete"},"Journal of the American Water Resources Association, Vol 43, Issue 5, p1208-1222","yes","http://www3.villanova.edu/vusp/Outreach/pasym03/pdfs/POSTER-Kwiatkowski.pdf","17 storms","yes","concentration",{"$f":"IF(OR(U311=\"unknown- need full report\",V311=\"unknown- need full report\",W311=\"unknown- need full report\",I311=\"unknown\",K311=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A311,#REF!,2,FALSE),(IF(B311=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep14","2sweep",14,192,"pollution prevention and municipal operations","maintenance practice","yes","no","Los Angeles, CA","industrial","multiple","not available",null,"L Donald Duke; Y. Jae Chung",1999,"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E193\",\"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry\")","v":"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry"},"Waste Management\nVolume 15, Issue 8, 1995, Pages 543-558 ","yes","http://www.sciencedirect.com/science/article/pii/0956053X96000104","2 months","no","paper","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A312,#REF!,2,FALSE),(IF(B312=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep14","2sweep",14,192,"pollution prevention and municipal operations","source control","yes","no","Los Angeles, CA","industrial","multiple","not available",null,"L Donald Duke; Y. Jae Chung",1999,"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E193\",\"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry\")","v":"Industrial Storm Water Pollution Prevention: Effectiveness and Limitation of Source Controls in the Transportation Industry"},"Waste Management\nVolume 15, Issue 8, 1995, Pages 543-558 ","yes","http://www.sciencedirect.com/science/article/pii/0956053X96000104","2 months","no","paper","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A313,#REF!,2,FALSE),(IF(B313=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR58","BR",58,193,"controlling runoff","rain garden","no","no","not available","laboratory","bacteria","not applicable",null,"Lan Zhang\nSeagren, Eric A.\nDavis, Allen P.\nKarns, Jeffrey S.",2010,"The Capture and Destruction of Escherichia coli from Simulated Urban Runoff Using Conventional Bioretention Media and Iron Oxide-coated Sand",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E194\",\"The Capture and Destruction of Escherichia coli from Simulated Urban Runoff Using Conventional Bioretention Media and Iron Oxide-coated Sand\")","v":"The Capture and Destruction of Escherichia coli from Simulated Urban Runoff Using Conventional Bioretention Media and Iron Oxide-coated Sand"},"Water Environment Research (10614303); Aug2010, Vol. 82 Issue 8, p701-714, 14p, 1 Diagram, 4 Charts, 5 Graphs","yes","http://www.ingentaconnect.com/content/wef/wer/2010/00000082/00000008/art00004","not available","yes","concentration","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A314,#REF!,2,FALSE),(IF(B314=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC49","BC",49,194,"pollution prevention and municipal operations","other","yes","no","California","mixed urban","multiple","not available",null,"Larry Walker Associates, Inc. (LWA) and EOA, Inc.",2007,"Municipal Stormwater Program Effectiveness Assessment Guidance Industrial/Commercial",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E195\",\"Municipal Stormwater Program Effectiveness Assessment Guidance Industrial/Commercial\")","v":"Municipal Stormwater Program Effectiveness Assessment Guidance Industrial/Commercial"},"California Stormwater Quality Association","no",null,"not applicable","yes","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A315,#REF!,2,FALSE),(IF(B315=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B316&C316","v":"2CB6"},"2CB",6,195,"controlling runoff","manufactured device","no","yes","Los Angeles, CA","mixed urban","sediment","toxics",null,"Lau, S. -L.; Khan, E.; Stenstrom, M.K.",2001,"Catch Basin Inserts to Reduce Pollution from Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E196\",\"Catch Basin Inserts to Reduce Pollution from Stormwater\")","v":"Catch Basin Inserts to Reduce Pollution from Stormwater"},"Water Science & Technology, 2001, Vol 44, Issue 7, p23, 12p",{"$f":"IF(LEN(T316)>0,\"yes\",\"no\")","v":"yes"},"http://www.mendeley.com/research/catch-basin-inserts-reduce-pollution-stormwater/","unknown- need full report","unknown- need full report","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A316,#REF!,2,FALSE),(IF(B316=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC63","BC",63,196,"pollution prevention and municipal operations","street sweeping","yes","no","Baltimore, MD","mixed urban","nutrients","not applicable",null,"Law, Neely L; DiBlasi, Katie; Ghosh, Upal",2008,"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E197\",\"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin\")","v":"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin"},"Center for Watershed Protection","yes","http://archive.chesapeakebay.net/pubs/calendar/11412_03-28-11_Report_1_11263.PDF","2 years","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A317,#REF!,2,FALSE),(IF(B317=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC63","BC",63,196,"pollution prevention and municipal operations","CB cleaning","yes","no","Baltimore, MD","mixed urban","nutrients","not applicable",null,"Law, Neely L; DiBlasi, Katie; Ghosh, Upal",2008,"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E197\",\"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin\")","v":"Deriving Reliable Pollutant Removal Rates for Municipal Street Sweeping and Storm Drain Cleanout Programs in the Chesapeake Bay Basin"},"Center for Watershed Protection","yes","http://archive.chesapeakebay.net/pubs/calendar/11412_03-28-11_Report_1_11263.PDF","2 years","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A318,#REF!,2,FALSE),(IF(B318=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B319&C319","v":"biofilt12"},"biofilt",12,197,"controlling runoff","LID","no","no","Australia","laboratory, mixed urban","flow","not applicable",null,"Le Coustumer, S.; Fletcher, T. D.; Deletic, A., Barraud, S.",2007,"Hydraulic Performance of Biofilters for Stormwater Management: First Lessons from both Laboratory and Field Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E198\",\"Hydraulic Performance of Biofilters for Stormwater Management: First Lessons from both Laboratory and Field Studies\")","v":"Hydraulic Performance of Biofilters for Stormwater Management: First Lessons from both Laboratory and Field Studies"},"Water Science & Technology; 2007, Vol. 56, Issue 10, p93-100, 1 Diagram, 3 Charts, 1 Graph",{"$f":"IF(LEN(T319)>0,\"yes\",\"no\")","v":"yes"},"http://pubs.acs.org/doi/abs/10.1021/es071264p","unknown- need full report","yes","flow","y","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A319,#REF!,2,FALSE),(IF(B319=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt28","biofilt",28,198,"controlling runoff","infiltration basin","no","no","Lyons, France","industrial","toxics","not applicable",null,"Le Coustumer, S.; Moura, P.; Barraud, S.; Clozel, B.; Varnier, J.-C.",2007,"Temporal Evolution and Spatial Distribution of Heavy Metals in a Stormwater Infiltration Basin - Estimation of the Mass of Trapped Pollutants",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E199\",\"Temporal Evolution and Spatial Distribution of Heavy Metals in a Stormwater Infiltration Basin - Estimation of the Mass of Trapped Pollutants\")","v":"Temporal Evolution and Spatial Distribution of Heavy Metals in a Stormwater Infiltration Basin - Estimation of the Mass of Trapped Pollutants"},"Water Science & Technology, 2007, Vol 56, Issue 12, p93-100, 8p","yes","http://openurl.ebscohost.com/linksvc/select.aspx?genre=article&sid=PubMed&issn=02731223&title=p2253066884&volume=56&issue=12&spage=93&atitle=temporal+evolution+spatial+distribution+heavy+metals+stormwater+infiltration+basin+--+estimation+mass+trapped+pollutants.&aulast=Le+Coustumer&date=2007--&isbn=02731223","10 months","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A320,#REF!,2,FALSE),(IF(B320=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp35","bmp",35,199,"controlling runoff","rain garden","no","no","Australia","mixed urban","flow","not applicable",null,"Le Coustumer, Sebastien; Fletcher, Tim D.; Deletic, Ana; Barraud, Sylvie; Lewis, Justin F.",2009,"Hydraulic Performance of Biofilter Systems For Stormwater Management: Influences of Design and Operation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E200\",\"Hydraulic Performance of Biofilter Systems For Stormwater Management: Influences of Design and Operation\")","v":"Hydraulic Performance of Biofilter Systems For Stormwater Management: Influences of Design and Operation"},"Journal Of Hydrology, Sep 2009, Vol 376, Issue 1/2 p16-23","yes","http://www.sciencedirect.com/science/article/pii/S0022169409004028","unknown- need full report","yes","flow",{"$f":"IF(OR(U321=\"unknown- need full report\",V321=\"unknown- need full report\",W321=\"unknown- need full report\",I321=\"unknown\",K321=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A321,#REF!,2,FALSE),(IF(B321=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["JAWRA4","JAWRA",4,200,"controlling runoff","wetlands","no","no","Nomini Creek Watershed, VA","other","multiple","bacteria, nutrients, sediment",null,"Lee, Erik R.; Mostaghimi, Saied; Wynn, Theresa M.",2002,"A Model To Enhance Wetland Design and Optimize Nonpoint Source Pollution Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E201\",\"A Model To Enhance Wetland Design and Optimize Nonpoint Source Pollution Control\")","v":"A Model To Enhance Wetland Design and Optimize Nonpoint Source Pollution Control"},"Journal of the American Water Resources Association, Vol 38, Issue 1, p17-32","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2002.tb01531.x/abstract","2 years","yes","model",{"$f":"IF(OR(U322=\"unknown- need full report\",V322=\"unknown- need full report\",W322=\"unknown- need full report\",I322=\"unknown\",K322=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A322,#REF!,2,FALSE),(IF(B322=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["LID22","LID",22,201,"monitoring","LID","no","no","Gainseville, VA","commercial","flow","not applicable",null,"LeFevre, Nancy-Jeanne Bachmann; Watkins Jr., David W.; Gierke, John S.; Brophy-Price, Jennifer",2010,"Hydrologic Performance Monitoring of an Underdrained Low-Impact Development Storm-Water Management System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E202\",\"Hydrologic Performance Monitoring of an Underdrained Low-Impact Development Storm-Water Management System\")","v":"Hydrologic Performance Monitoring of an Underdrained Low-Impact Development Storm-Water Management System"},"Journal of Irrigation & Drainage Engineering; May2010, Vol. 136 Issue 5, p333-339, 7p, 2 Diagrams, 3 Charts, 3 Graphs","yes","http://ascelibrary.org/iro/resource/1/jidedh/v136/i5/p333_s1?isAuthorized=no","2 months","yes","flow",{"$f":"IF(OR(U323=\"unknown- need full report\",V323=\"unknown- need full report\",W323=\"unknown- need full report\",I323=\"unknown\",K323=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A323,#REF!,2,FALSE),(IF(B323=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp24","bmp",24,202,"controlling runoff","wetlands","no","no","North Carolina","mixed urban","multiple","nutrients, sediment",null,"Lenhart, Hayes A.; Hunt, William F.",2011,"Evaluating Four Storm-Water Performance Metrics with a North Carolina Coastal Plain Storm-Water Wetland",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E203\",\"Evaluating Four Storm-Water Performance Metrics with a North Carolina Coastal Plain Storm-Water Wetland\")","v":"Evaluating Four Storm-Water Performance Metrics with a North Carolina Coastal Plain Storm-Water Wetland"},"Journal of Environmental Engineering, Feb 2011, Vol 137, Issue 2, p155-162","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v137/i2/p155_s1?isAuthorized=no","1 year","yes","load",{"$f":"IF(OR(U324=\"unknown- need full report\",V324=\"unknown- need full report\",W324=\"unknown- need full report\",I324=\"unknown\",K324=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A324,#REF!,2,FALSE),(IF(B324=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC44","BC",44,203,"controlling runoff","multiple","yes","yes","not applicable","mixed urban","multiple","not available",null,"Leslie Shoemaker, Ph.D.\nJohn Riverson Jr.\nKhalid Alvi\nJenny X. Zhen, Ph.D., P.E.\nSabu Paul, Ph.D., P.E.\nTeresa Rafi",2009,"SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E204\",\"SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality\")","v":"SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality"},"National Risk Management Research Laboratory\nOffice of Research and Development\nU.S. Environmental Protection Agency","yes","http://www.epa.gov/nrmrl/pubs/600r09095/600r09095.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A325,#REF!,2,FALSE),(IF(B325=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B326&C326","v":"BR31"},"BR",31,204,"controlling runoff","rain garden","no","no","North Carolina, Maryland","multiple","flow ","not applicable",null,"Li, Houng\nSharkey, Lucas J.\nHunt, William F.\nDavis, Allen P.",2009,"Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E205\",\"Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland\")","v":"Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland"},"Journal of Hydrologic Engineering; Apr2009, Vol. 14 Issue 4, p407-415, 9p, 6 Charts, 10 Graphs",{"$f":"IF(LEN(T326)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/heo/resource/1/jhyeff/v14/i4/p407_s1?isAuthorized=no","10–15 months","yes","flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A326,#REF!,2,FALSE),(IF(B326=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["SG7","SG",7,205,"controlling runoff","media filter","no","yes","Vancouver, BC","mixed urban","multiple","sediment, toxics",null,"Li, T.; Hall, K.; Li, L. Y.; Schreier, H.",2009,"Trace Metals in Urban Stormwater Runoff and their Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E206\",\"Trace Metals in Urban Stormwater Runoff and their Management\")","v":"Trace Metals in Urban Stormwater Runoff and their Management"},"Science.gov","yes","http://adsabs.harvard.edu/abs/2009EGUGA..11.1613L","15 storms","yes","concentration",{"$f":"IF(OR(U327=\"unknown- need full report\",V327=\"unknown- need full report\",W327=\"unknown- need full report\",I327=\"unknown\",K327=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A327,#REF!,2,FALSE),(IF(B327=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep10","2sweep",10,206,"pollution prevention and municipal operations","street sweeping","yes","no","Florida","mixed urban","toxics","not applicable",null,"Liebens, J.",2001,"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E207\",\"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age\")","v":"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age"},"Environmental Geology, Volume 41, Numbers 3-4, p341-351","yes","http://www.springerlink.com/content/kcnxw7jjkl8gmxbf/","not available","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A328,#REF!,2,FALSE),(IF(B328=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep10","2sweep",10,206,"pollution prevention and municipal operations","biofilter","yes","no","Florida","mixed urban","toxics","not applicable",null,"Liebens, J.",2001,"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E207\",\"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age\")","v":"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age"},"Environmental Geology, Volume 41, Numbers 3-4, p341-351","yes","http://www.springerlink.com/content/kcnxw7jjkl8gmxbf/","not available","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A329,#REF!,2,FALSE),(IF(B329=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep10","2sweep",10,206,"pollution prevention and municipal operations","retention pond","yes","no","Florida","mixed urban","toxics","not applicable",null,"Liebens, J.",2001,"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E207\",\"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age\")","v":"Heavy Metal Contamination of Sediments in Stormwater Management Systems: The Effect of Land Use, Particle Size, and Age"},"Environmental Geology, Volume 41, Numbers 3-4, p341-351","yes","http://www.springerlink.com/content/kcnxw7jjkl8gmxbf/","not available","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A330,#REF!,2,FALSE),(IF(B330=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC32","PSC",32,207,"controlling runoff","LID","no","yes","Waterloo, Ontario","commercial","multiple","flow, nutrients",null,"Linden, Kyle Vander\nStone, Micheal\n",2009,"Treatment Performance of an Extensive Vegetated Roof in Waterloo, Ontario",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E208\",\"Treatment Performance of an Extensive Vegetated Roof in Waterloo, Ontario\")","v":"Treatment Performance of an Extensive Vegetated Roof in Waterloo, Ontario"},"Water Quality Research Journal of Canada; 2009, Vol. 44 Issue 1, p26-32","yes","http://uwspace.uwaterloo.ca/bitstream/10012/4135/1/VanderLinden_William_Kyle_Thesis.pdf","5 months","yes","concentration and flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A331,#REF!,2,FALSE),(IF(B331=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR41","BR",41,208,"controlling runoff","rain garden","yes","no","North Carolina","transportation","multiple","flow, nutrients, sediment, toxics ",null,"Line, D. E.\nHunt, W. F.",2009,"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E209\",\"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina\")","v":"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina"},"Journal of Irrigation & Drainage Engineering; Mar/Apr2009, Vol. 135 Issue 2, p217-224, 8p, 2 Color Photographs, 5 Charts, 1 Map","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?170501","8 months","yes","concentration & load","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A332,#REF!,2,FALSE),(IF(B332=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR41","BR",41,208,"controlling runoff","biofilter","yes","no","North Carolina","transportation","multiple","flow, nutrients, sediment, toxics ",null,"Line, D. E.\nHunt, W. F.",2009,"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E209\",\"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina\")","v":"Performance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina"},"Journal of Irrigation & Drainage Engineering; Mar/Apr2009, Vol. 135 Issue 2, p217-224, 8p, 2 Color Photographs, 5 Charts, 1 Map","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?170501","8 months","yes","concentration & load","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A333,#REF!,2,FALSE),(IF(B333=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR43","BR",43,209,"controlling runoff","rain garden","no","no","Loganholme, Australia","laboratory","nutrients","not applicable",null,"Lucas, William C.\nGreenway, Margaret",2011,"Phosphorus Retention by Bioretention Mesocosms Using Media Formulated for Phosphorus Sorption: Response to Accelerated Loads",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E210\",\"Phosphorus Retention by Bioretention Mesocosms Using Media Formulated for Phosphorus Sorption: Response to Accelerated Loads\")","v":"Phosphorus Retention by Bioretention Mesocosms Using Media Formulated for Phosphorus Sorption: Response to Accelerated Loads"},"Journal of Irrigation and Drainage Engineering, Vol 137. No3, March 1, 2991; p144-153","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p144_s1?isAuthorized=no","2 years","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A334,#REF!,2,FALSE),(IF(B334=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR37","BR",37,210,"controlling runoff","rain garden","no","no","Brisbane, Australia","laboratory","nutrients","not applicable",null,"Lucas, William C.\nGreenway, Margaret ",2008,"Nutrient Retention in Vegetated and Nonvegetated Bioretention Mesocosms",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E211\",\"Nutrient Retention in Vegetated and Nonvegetated Bioretention Mesocosms\")","v":"Nutrient Retention in Vegetated and Nonvegetated Bioretention Mesocosms"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p613-623","yes","http://cedb.asce.org/cgi/WWWdisplay.cgi?167309","50 weeks","no","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A335,#REF!,2,FALSE),(IF(B335=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST1","WST",1,211,"controlling runoff","biofilter","no","no","Copenhagen, Denmark","mixed urban","flow","not applicable",null,"M. Bergman; M. R. Hedegaard; M. F. Petersen; P. Binning, O. Mark; P. S. Mikkelsen",2011,"Evaluation of Two Stormwater Infiltration Trenches in Central Copenhagen After 15 Years in Operation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E212\",\"Evaluation of Two Stormwater Infiltration Trenches in Central Copenhagen After 15 Years in Operation\")","v":"Evaluation of Two Stormwater Infiltration Trenches in Central Copenhagen After 15 Years in Operation"},"Water Science and Technology, Vol 63, No 10, p2279-2286","yes","http://documents.irevues.inist.fr/bitstream/handle/2042/35810/21405-084BER.pdf?sequence=1","15 years","yes","flow",{"$f":"IF(OR(U336=\"unknown- need full report\",V336=\"unknown- need full report\",W336=\"unknown- need full report\",I336=\"unknown\",K336=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A336,#REF!,2,FALSE),(IF(B336=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC25","BC",25,212,"controlling runoff","porous pavement","yes","no","Massachusetts","mixed urban","multiple","flow, nutrients, toxics",null,"Marc J. Zimmerman, Marcus C. Waldron, Jeffrey R. Barbaro, and\nJason R. Sorenson",2010,"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E213\",\"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies\")","v":"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies"},"U.S. Department of the Interior\nU.S. Geological Survey","yes","http://pubs.usgs.gov/circ/1361/pdf/circ1361.pdf","2 years","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A337,#REF!,2,FALSE),(IF(B337=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC25","BC",25,212,"controlling runoff","rain garden","yes","no","Massachusetts","mixed urban","multiple","flow, nutrients, toxics",null,"Marc J. Zimmerman, Marcus C. Waldron, Jeffrey R. Barbaro, and\nJason R. Sorenson",2010,"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E213\",\"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies\")","v":"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies"},"U.S. Department of the Interior\nU.S. Geological Survey","yes","http://pubs.usgs.gov/circ/1361/pdf/circ1361.pdf","2 years","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A338,#REF!,2,FALSE),(IF(B338=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC25","BC",25,212,"controlling runoff","LID","yes","no","Massachusetts","mixed urban","multiple","flow, nutrients, toxics",null,"Marc J. Zimmerman, Marcus C. Waldron, Jeffrey R. Barbaro, and\nJason R. Sorenson",2010,"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E213\",\"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies\")","v":"Effects of Low-Impact-Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies"},"U.S. Department of the Interior\nU.S. Geological Survey","yes","http://pubs.usgs.gov/circ/1361/pdf/circ1361.pdf","2 years","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A339,#REF!,2,FALSE),(IF(B339=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC40","BC",40,213,"controlling runoff","LID","yes","no","not applicable","mixed urban","multiple","flow, nutrients, sediment",null,"Martin Jaffe, Moira Zellner, Emily Minor, Miquel Gonzalez-Meler, Lisa Cotner, and Dean Massey,\nHala Ahmed and Megan Elberts,\nHal Sprague and Steve Wise\nBrian Miller",2010,"Using Green Infrastructure To Manage Urban Stormwater Quality: A Review Of Selected Practices And State Programs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E214\",\"Using Green Infrastructure To Manage Urban Stormwater Quality: A Review Of Selected Practices And State Programs\")","v":"Using Green Infrastructure To Manage Urban Stormwater Quality: A Review Of Selected Practices And State Programs"},"Illinois Environmental Protection Agency","yes","http://www.epa.state.il.us/green-infrastructure/docs/public-act-recommendations.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A340,#REF!,2,FALSE),(IF(B340=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B341&C341","v":"SG22"},"SG",22,214,"controlling runoff","biofilter","no","yes","not available","transportation","toxics","not applicable",null,"Maurer, Mark W.  ",2009,"Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E215\",\"Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff\")","v":"Design and Construction of a Field Test Site to Evaluate the Effectiveness of a Compost Amended Bioswale for Removing Metals from Highway Stormwater Runoff"},"Science.gov",{"$f":"IF(LEN(T341)>0,\"yes\",\"no\")","v":"yes"},"http://www.wsdot.wa.gov/research/reports/fullreports/724.1.pdf","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U341=\"unknown- need full report\",V341=\"unknown- need full report\",W341=\"unknown- need full report\",I341=\"unknown\",K341=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A341,#REF!,2,FALSE),(IF(B341=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc24","construc",24,215,"controlling runoff","source control","no","no","North Carolina","transportation","sediment","not applicable",null,"McLaughlin, R. A.; King, S. E.; Jennings, G. D.",2009,"Improving construction site runoff quality with fiber check dams and polyacrylamide",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E216\",\"Improving construction site runoff quality with fiber check dams and polyacrylamide\")","v":"Improving construction site runoff quality with fiber check dams and polyacrylamide"},"Journal of Soil & Water Conservation; Mar/Apr2009, Vol. 64 Issue 2, p144-154, 11p","yes","http://www.jswconline.org/content/64/2/144.abstract","10 months","yes","concentration & load","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A342,#REF!,2,FALSE),(IF(B342=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc14","construc",14,216,"controlling runoff","source control","no","no","Raleigh, NC","laboratory","sediment","not applicable",null,"McLaughlin, Richard A.; Brown, Tabitha T",2006,"Evaluation of Erosion Control Products With and Without Added Polyacrylamide",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E217\",\"Evaluation of Erosion Control Products With and Without Added Polyacrylamide\")","v":"Evaluation of Erosion Control Products With and Without Added Polyacrylamide"},"Journal of the American Water Resources Association; Jun2006, Vol. 42 Issue 3, p675-684, 10p","yes","https://webdisk.ucalgary.ca/~walkerd/public_html/PAM%20erosion%20control%20info/PAM%20McLaughlin%20JAWRA06.pdf","2 months","yes","concentration & load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A343,#REF!,2,FALSE),(IF(B343=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc47","construc",47,217,"controlling runoff","source control","no","no","North Carolina","transportation","sediment","not applicable",null,"Mctaughlin, Richard A.; Bartholomew, Nathanael",2007,"Soil Factors Influencing Suspended Sediment Flocculation by Polyacrylamide",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E218\",\"Soil Factors Influencing Suspended Sediment Flocculation by Polyacrylamide\")","v":"Soil Factors Influencing Suspended Sediment Flocculation by Polyacrylamide"},"Soil Science Society of America Journal; Mar/Apr2007, Vol. 71 Issue 2, p537-544, 8p","yes","https://www.crops.org/publications/sssaj/articles/71/2/537","not applicable","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A344,#REF!,2,FALSE),(IF(B344=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc4","construc",4,218,"controlling runoff","wetlands","no","no","not available","agriculture","nutrients","not applicable",null,"Merrington , Graham; Winder, Linton; Parkinson, R.; Redman, Mark",2002,"Buffer Zones and Constructed Wetlands",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E219\",\"Buffer Zones and Constructed Wetlands\")","v":"Buffer Zones and Constructed Wetlands"},"Agricultural Pollution; 2002, p64-65, 2p","no",null,"not available","not available","not available","yes","This is a book.","COD",{"$f":"IFERROR(VLOOKUP(A345,'[2]Full Articles'!$A$3:$B$175,2,FALSE),(IF(B345=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC68","BC",68,219,"controlling runoff","porous pavement","no","no","Mid Atlantic, USA","mixed urban","multiple","flow, toxics",null,"Michele C Adams",2003,"Porous Asphalt Pavement With Recharge Beds 20 Years and Still Working",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E220\",\"Porous Asphalt Pavement With Recharge Beds 20 Years and Still Working\")","v":"Porous Asphalt Pavement With Recharge Beds 20 Years and Still Working"},"Stormwater, May-June 2003","yes","http://www.stormh2o.com/may-june-2003/pavement-porous-bmps.aspx","not available","no","paper","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A346,#REF!,2,FALSE),(IF(B346=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp69","bmp",69,220,"controlling runoff","detention basin","no","yes","Austin, TX","mixed urban","multiple","nutrients, sediment, toxics",null,"Middleton, John R. Barrett, Michael E.",2008,"Water Quality Performance of a Batch-Type Stormwater Detention Basin",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E221\",\"Water Quality Performance of a Batch-Type Stormwater Detention Basin\")","v":"Water Quality Performance of a Batch-Type Stormwater Detention Basin"},"Water Environment Research, Feb 2008, Vol 80, Issue 2, p172-178.  ","yes","http://www.ingentaconnect.com/content/wef/wer/2008/00000080/00000002/art00011?token=00521f6165032ac12048c7d7e442f20672176766c2544495b2f243151687627502b333e3568263c2b5","unknown- need full report","yes","concentration",{"$f":"IF(OR(U347=\"unknown- need full report\",V347=\"unknown- need full report\",W347=\"unknown- need full report\",I347=\"unknown\",K347=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A347,#REF!,2,FALSE),(IF(B347=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC10","BC",10,221,"pollution prevention and municipal operations","source control","no","yes","Silverdale, WA","mixed urban","bacteria","not applicable",null,"Mindy Fohn",null,"Bacterial Pollution Reduction in an Urban Watershed",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E222\",\"Bacterial Pollution Reduction in an Urban Watershed\")","v":"Bacterial Pollution Reduction in an Urban Watershed"},"Kitsap County","yes","http://www.kitsapgov.com/sswm/pdf/bacterial_reduction_paper.pdf","2 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A348,#REF!,2,FALSE),(IF(B348=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B349&C349","v":"construc39"},"construc",39,222,"other","source control","no","no","Loess Plateau, China","agriculture","sediment","not applicable",null,"Mingbin Huang; Gallichand, Jacques; Pingchang Zhang",2003,"Runoff and Sediment Responses to Conservation Practices: Loess Plateau of China",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E223\",\"Runoff and Sediment Responses to Conservation Practices: Loess Plateau of China\")","v":"Runoff and Sediment Responses to Conservation Practices: Loess Plateau of China"},"Journal of the American Water Resources Association; Oct2003, Vol. 39 Issue 5, p1197, 11p",{"$f":"IF(LEN(T349)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2003.tb03702.x/abstract?systemMessage=Wiley+Online+Library+will+be+disrupted+6+Aug+from+10-12+BST+for+monthly+maintenance","not available","not available","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A349,#REF!,2,FALSE),(IF(B349=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC91","BC",91,223,"public education and outreach","source control","no","no","Plymouth and Maple Grove, MN","residential","nutrients","not applicable",null,"Minnesota Pollution Control Agency",2008,"Grass Clippings Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E224\",\"Grass Clippings Study\")","v":"Grass Clippings Study"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7753","4 years","no","load","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A350,#REF!,2,FALSE),(IF(B350=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC81","BC",81,224,"multiple","LID","yes","no","Minnesota","mixed urban","multiple","not available",null,"Minnesota Pollution Control Agency",2011,"Minimal Impact Design Standards (MIDS): Enhancing stormwater management in Minnesota",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E225\",\"Minimal Impact Design Standards (MIDS): Enhancing stormwater management in Minnesota\")","v":"Minimal Impact Design Standards (MIDS): Enhancing stormwater management in Minnesota"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/stormwater-minimal-impact-design-standards-mids.html","unknown- need full report","unknown- need full report","unknown- need full report","y","delete ","MM",{"$f":"IFERROR(VLOOKUP(A351,#REF!,2,FALSE),(IF(B351=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC92","BC",92,225,"controlling runoff","rain garden","no","yes","Plymouth, MN","commercial","multiple","flow, nutrients",null,"Minnesota Pollution Control Agency",2008,"Three Rivers Park District Administration Center Rain Garden",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E226\",\"Three Rivers Park District Administration Center Rain Garden\")","v":"Three Rivers Park District Administration Center Rain Garden"},"Minnesota Pollution Control Agency","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7751","5 months","yes","load","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A352,#REF!,2,FALSE),(IF(B352=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp66","bmp",66,226,"controlling runoff","other",null,"no","not applicable","multiple","multiple","not available",null,"Minton, Gary R.",2009,"Use of International Stormwater BMP Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E227\",\"Use of International Stormwater BMP Database\")","v":"Use of International Stormwater BMP Database"},"Stormwater, Jan/Feb 2009, Vol 10, Issue 1, p34-45","yes","http://www.stormh2o.com/january-february-2009/stormwater-bmp-database.aspx","not applicable","no","paper",{"$f":"IF(OR(U353=\"unknown- need full report\",V353=\"unknown- need full report\",W353=\"unknown- need full report\",I353=\"unknown\",K353=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},"no performance data","MM",{"$f":"IFERROR(VLOOKUP(A353,#REF!,2,FALSE),(IF(B353=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp62","bmp",62,227,"monitoring","source control",null,"no","various, USA","multiple","multiple","nutrients, sediment, toxics",null,"Minton, Gary; Sutherland, Roger \n",2010,"Street Dirt",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E228\",\"Street Dirt\")","v":"Street Dirt"},"Stormwater","yes","http://www.stormh2o.com/march-april-2010/street-dirt-bmp.aspx","not applicable","no","paper",{"$f":"IF(OR(U354=\"unknown- need full report\",V354=\"unknown- need full report\",W354=\"unknown- need full report\",I354=\"unknown\",K354=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A354,#REF!,2,FALSE),(IF(B354=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB1","CB",1,228,"controlling runoff","manufactured device","no","yes","Southeast USA","commercial","multiple","sediment, toxics",null,"Morgan, Robert A; Edwards, Findlay G; Brye, Kristofor R; Burian, Stephen J",2005,"An Evaluation of the Urban Stormwater Pollutant Removal Efficiency of Catch Basin Inserts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E229\",\"An Evaluation of the Urban Stormwater Pollutant Removal Efficiency of Catch Basin Inserts\")","v":"An Evaluation of the Urban Stormwater Pollutant Removal Efficiency of Catch Basin Inserts"},"Water Environment Research","yes","http://www.ingentaconnect.com/content/wef/wer/2005/00000077/00000005/art00009","unknown- need full report","yes","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A355,#REF!,2,FALSE),(IF(B355=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bio.ind4","bio.ind",4,229,"controlling runoff","infiltration basin","yes","no","not available","mixed urban","flow","not applicable",null,"Moura, P.\nBarraud, S.\nBaptista, M.",2007,"Multicriteria procedure for the design and the management of infiltration systems.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E230\",\"Multicriteria procedure for the design and the management of infiltration systems.\")","v":"Multicriteria procedure for the design and the management of infiltration systems."},"Water Science & Technology; 2007, Vol. 55 Issue 4, p145-153, 9p","yes","http://www.iwaponline.com/wst/05504/wst055040145.htm","not available","no","indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A356,#REF!,2,FALSE),(IF(B356=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bio.ind4","bio.ind",4,229,"controlling runoff","porous pavement","yes","no","not available","mixed urban","flow","not applicable",null,"Moura, P.\nBarraud, S.\nBaptista, M.",2007,"Multicriteria procedure for the design and the management of infiltration systems.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E230\",\"Multicriteria procedure for the design and the management of infiltration systems.\")","v":"Multicriteria procedure for the design and the management of infiltration systems."},"Water Science & Technology; 2007, Vol. 55 Issue 4, p145-153, 9p","yes","http://www.iwaponline.com/wst/05504/04/default.htm","not available","no","indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A357,#REF!,2,FALSE),(IF(B357=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bio.ind4","bio.ind",4,229,"controlling runoff","biofilter","yes","no","not available","mixed urban","flow","not applicable",null,"Moura, P.\nBarraud, S.\nBaptista, M.",2007,"Multicriteria procedure for the design and the management of infiltration systems.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E230\",\"Multicriteria procedure for the design and the management of infiltration systems.\")","v":"Multicriteria procedure for the design and the management of infiltration systems."},"Water Science & Technology; 2007, Vol. 55 Issue 4, p145-153, 9p","yes","http://www.iwaponline.com/wst/05504/04/default.htm","not available","no","indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A358,#REF!,2,FALSE),(IF(B358=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB15","CB",15,230,"pollution prevention and municipal operations","LID","no","yes","Madison, WI","residential","flow","not applicable",null,"Mueller, Gregory D.; Thompson, Anita M.",2009,"The Ability of Urban Residential Lawns to Disconnect Impervious Area from Municipal Sewer Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E231\",\"The Ability of Urban Residential Lawns to Disconnect Impervious Area from Municipal Sewer Systems\")","v":"The Ability of Urban Residential Lawns to Disconnect Impervious Area from Municipal Sewer Systems"},"Journal of the American Water Resources Association, Oct 2009, Vol 45, Issue 5, p1116-p1126, 11p","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2009.00347.x/abstract","3 months","yes","flow","no",null,"mm",{"$f":"IFERROR(VLOOKUP(A359,#REF!,2,FALSE),(IF(B359=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep2","2sweep",2,231,"pollution prevention and municipal operations","street sweeping","no","no","Ohio, Wisconsin","mixed urban","multiple","bacteria, sediment, toxics",null,"Muhammad, Nur",2004,"Can Street Sweepers Clean the Water",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E232\",\"Can Street Sweepers Clean the Water\")","v":"Can Street Sweepers Clean the Water"},"Environmental Science & Technology; 2004, Vol 38, Issue 14, p265A-266A","no",null,"not available","no","load","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A360,#REF!,2,FALSE),(IF(B360=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR2","BR",2,232,"controlling runoff","rain garden","no","no","Trondheim, Norway","other","flow","not applicable",null,"Muthanna, T. M.\nViklander, M.\nThorolfsson, S. T.\n",2007,"An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E233\",\"An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions\")","v":"An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions"},"Water Science & Technology; 2007, Vol. 56 Issue 10, p73-81","yes","http://documents.irevues.inist.fr/bitstream/handle/2042/25416/1073_138muthanna.pdf?sequence=1","10 months","no","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A361,#REF!,2,FALSE),(IF(B361=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR20","BR",20,233,"controlling runoff","rain garden","no","no","Trondheim, Norway","other","toxics","flow",null,"Muthanna, Tone\nViklander, Maria\nGjesdahl, Nina\nThorolfsson, Sveinn",2007,"Heavy Metal Removal in Cold Climate Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E234\",\"Heavy Metal Removal in Cold Climate Bioretention\")","v":"Heavy Metal Removal in Cold Climate Bioretention"},"Water, Air & Soil Pollution; Jul2007, Vol. 183 Issue 1-4, p391-402","yes","http://www.psparchives.com/publications/our_work/stormwater/lid/bio_docs/Metal%20Removal%20in%20Cold%20Climate%20Bioretention-Multhana%202007.pdf","2 weeks","no","flow and concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A362,#REF!,2,FALSE),(IF(B362=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR12","BR",12,234,"controlling runoff","rain garden","yes","yes","New Jersey","laboratory","other","pH",null,"Muthukrishnan, Swarna\nOleske, Matt\n",2008,"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E235\",\"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention\")","v":"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p675-679, 5p, 1 Diagram, 2 Charts, 3 Graphs","yes","http://cfpub.epa.gov/si/si_public_record_Report.cfm?dirEntryId=164965&CFID=37786139&CFTOKEN=83780737&jsessionid=4e30d6fefdb0ee9ab218802b3114101d2178","not applicable","yes","concentration - pH","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A363,#REF!,2,FALSE),(IF(B363=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR12","BR",12,234,"controlling runoff","biofilter","yes","yes","New Jersey","laboratory","other","pH",null,"Muthukrishnan, Swarna\nOleske, Matt\n",2008,"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E235\",\"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention\")","v":"Effects of Lime Amendment on the pH of Engineered Soil Mix for the Purposes of Bioretention"},"Journal of Irrigation & Drainage Engineering; Sep2008, Vol. 134 Issue 5, p675-679, 5p, 1 Diagram, 2 Charts, 3 Graphs","yes","http://cfpub.epa.gov/si/si_public_record_Report.cfm?dirEntryId=164965&CFID=37786139&CFTOKEN=83780737&jsessionid=4e30d6fefdb0ee9ab218802b3114101d2178","not applicable","yes","concentration - pH","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A364,#REF!,2,FALSE),(IF(B364=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC43","BC",43,235,"monitoring","other","no","no","not applicable","mixed urban","multiple","not available",null,"Neely L. Law, Lisa Fraley-McNeal, Karen Cappiella\nCenter for Watershed Protection\nand\nRobert Pitt\nUniversity of Alabama",2008,"Monitoring to Demonstrate Environmental Results: Guidance to Develop Local Stormwater Monitoring Studies Using Six Example Study Designs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E236\",\"Monitoring to Demonstrate Environmental Results: Guidance to Develop Local Stormwater Monitoring Studies Using Six Example Study Designs\")","v":"Monitoring to Demonstrate Environmental Results: Guidance to Develop Local Stormwater Monitoring Studies Using Six Example Study Designs"},"Center For Watershed Protection","yes","http://basineducation.uwex.edu/centralwis/pdfs/StormwaterMonitoringGuidance.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A365,#REF!,2,FALSE),(IF(B365=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B366&C366","v":"OWS3"},"OWS",3,236,"controlling runoff","oil water separator","yes","yes","Redmond, WA","mixed urban","other","not applicable",null,"not available",2003,"Separator Keeps Storms from 'Trashing' Sammamish River",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E237\",\"Separator Keeps Storms from 'Trashing' Sammamish River\")","v":"Separator Keeps Storms from 'Trashing' Sammamish River"},"Water Environment & Technology; Jun2003, Vol. 15 Issue 6, p62",{"$f":"IF(LEN(T366)>0,\"yes\",\"no\")","v":"no"},null,"not available","not available","not available",{"$f":"IF(OR(U366=\"unknown- need full report\",V366=\"unknown- need full report\",W366=\"unknown- need full report\",I366=\"unknown\",K366=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A366,#REF!,2,FALSE),(IF(B366=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B367&C367","v":"BR18"},"BR",18,237,"controlling runoff","rain garden","no","no","North Carolina","commercial","multiple","bacteria, flow, nutrients",null,"Passeport, Elodie\nHunt, William F.\nLine, Daniel E.\nSmith, Ryan A.\nBrown, Robert A.",2009,"Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E238\",\"Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution\")","v":"Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution"},"Journal of Irrigation & Drainage Engineering; Jul/Aug2009, Vol. 135 Issue 4, p505-510, 6p, 1 Color Photograph, 1 Diagram, 3 Charts",{"$f":"IF(LEN(T367)>0,\"yes\",\"no\")","v":"yes"},"http://ascelibrary.org/iro/resource/1/jidedh/v135/i4/p505_s1?isAuthorized=no","16 months","yes","concentration & flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A367,#REF!,2,FALSE),(IF(B367=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B368&C368","v":"JAWRA6"},"JAWRA",6,238,"controlling runoff","other","yes","no","Rouge River, Detroit, MI","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Pennington, Stephen R.; Kaplowitz, Michael D.; Witter, Scott G.",2003,"Reexamining Best Management Practices For Improving Water Quality in Urban Watersheds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E239\",\"Reexamining Best Management Practices For Improving Water Quality in Urban Watersheds\")","v":"Reexamining Best Management Practices For Improving Water Quality in Urban Watersheds"},"Journal of the American Water Resources Association, Vol 39, Issue 5, p1027-1041",{"$f":"IF(LEN(T368)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2003.tb03690.x/abstract","not applicable","yes","paper",{"$f":"IF(OR(U368=\"unknown- need full report\",V368=\"unknown- need full report\",W368=\"unknown- need full report\",I368=\"unknown\",K368=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A368,#REF!,2,FALSE),(IF(B368=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B369&C369","v":"SG12"},"SG",12,239,"controlling runoff","other","yes","no","Air Force Bases","transportation","multiple","multiple",null,"Peter  A.  Ridilla",1982,"Analysis of Best Management Practices for Storm Water",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E240\",\"Analysis of Best Management Practices for Storm Water\")","v":"Analysis of Best Management Practices for Storm Water"},"Science.gov",{"$f":"IF(LEN(T369)>0,\"yes\",\"no\")","v":"yes"},"http://www.dtic.mil/dtic/tr/fulltext/u2/a270873.pdf","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U369=\"unknown- need full report\",V369=\"unknown- need full report\",W369=\"unknown- need full report\",I369=\"unknown\",K369=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A369,#REF!,2,FALSE),(IF(B369=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC9","BC",9,240,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E241\",\"The Cost And Effectiveness Of Stormwater Management Practices\")","v":"The Cost And Effectiveness Of Stormwater Management Practices"},"Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A370,#REF!,2,FALSE),(IF(B370=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A371,#REF!,2,FALSE),(IF(B371=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","media filter","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A372,#REF!,2,FALSE),(IF(B372=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","wetlands","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A373,#REF!,2,FALSE),(IF(B373=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A374,#REF!,2,FALSE),(IF(B374=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC9","BC",9,240,"controlling runoff","infiltration basin","yes","no","not applicable","mixed urban","multiple","nutrients, sediment",null,"Peter T. Weiss, John S. Gulliver, Andrew J. Erickson",2005,"The Cost And Effectiveness Of Stormwater Management Practices","The Cost And Effectiveness Of Stormwater Management Practices","Minnesota Department of Transportation \nResearch Services Section\n2005-23 Final Report","yes","http://www.lrrb.org/pdf/200523.pdf","not applicable","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A375,#REF!,2,FALSE),(IF(B375=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B376&C376","v":"MM3"},"MM",3,241,"pollution prevention and municipal operations","CB cleaning","no","no","Alameda County, CA","mixed urban","multiple","sediment, toxics",null,"Phillip Mineart, Sujatha Singh, Woodward-Clyde Consultants",1994,"The Value of More Frequent Cleanouts of Storm Drain Inlets",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E242\",\"The Value of More Frequent Cleanouts of Storm Drain Inlets\")","v":"The Value of More Frequent Cleanouts of Storm Drain Inlets"},"Watershed Protection Techniques, Vol 1, No 3, Fall 1994",{"$f":"IF(LEN(T376)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormwatercenter.net/Practice/122-Cleanouts%20of%20Storm%20Drain%20Inlets.pdf","1 year","yes","load",{"$f":"IF(OR(U376=\"unknown- need full report\",V376=\"unknown- need full report\",W376=\"unknown- need full report\",I376=\"unknown\",K376=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A376,#REF!,2,FALSE),(IF(B376=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC61","BC",61,242,"other","other","no","no","Various, USA","mixed urban","multiple","nutrients, sediment, toxics",null,"Pitt, Robert; Maestre, Alex",2005,"A Compilation and Analysis of NPDES Stormwater Monitoring Information",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E243\",\"A Compilation and Analysis of NPDES Stormwater Monitoring Information\")","v":"A Compilation and Analysis of NPDES Stormwater Monitoring Information"},"The National Stormwater Quality Database, Version 1.1.  US EPA Office of Water, Washington, DC.   September 4, 2005","yes","http://rpitt.eng.ua.edu/Publications/Stormwater%20Characteristics/NSQD%20EPA.pdf","not applicable","yes","concentration","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A377,#REF!,2,FALSE),(IF(B377=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B378&C378","v":"BC87"},"BC",87,243,"pollution prevention and municipal operations","retention pond","no","no","Minnesota","mixed urban","multiple","multiple",null,"Polta, Robert; Balogh, Steven; Craft-Reardon, Angella",2006,"Characterization of Stormwater Pond Sediments Final Project Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E244\",\"Characterization of Stormwater Pond Sediments Final Project Report\")","v":"Characterization of Stormwater Pond Sediments Final Project Report"},"Minnesota Pollution Control Agency",{"$f":"IF(LEN(T378)>0,\"yes\",\"no\")","v":"yes"},"http://www.pca.state.mn.us/index.php/view-document.html?gid=7733","1 year","yes","Concentration","Yes","indirectly relevant","MM",{"$f":"IFERROR(VLOOKUP(A378,#REF!,2,FALSE),(IF(B378=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC98","BC",98,244,"controlling runoff","other ","no","no","not applicable","mixed urban","multiple","not available",null,"Pomeroy, Chistine A.; Roesner, Larry A; Coleman, James C. II; Rankin, Ed",2008,"Protocols for Studying Wet Weather Impacts and Urbanization patterns",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E245\",\"Protocols for Studying Wet Weather Impacts and Urbanization patterns\")","v":"Protocols for Studying Wet Weather Impacts and Urbanization patterns"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","seems indirectly related","COD",{"$f":"IFERROR(VLOOKUP(A379,#REF!,2,FALSE),(IF(B379=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["construc3","construc",3,245,"controlling runoff","wetlands","yes","no","Newbury, England","transportation","multiple","sediment, toxics",null,"Ponteir, H.; Williams, J. B.; May, E.",2003,"Behaviour of metals associated with sediments in a wetland based system for road runoff control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E246\",\"Behaviour of metals associated with sediments in a wetland based system for road runoff control\")","v":"Behaviour of metals associated with sediments in a wetland based system for road runoff control"},"Water Science & Technology; 2003, Vol. 48 Issue 5, p291-298, 8p","yes","http://www.ncbi.nlm.nih.gov/pubmed/14621176","18 months","yes","concentration & flow","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A380,#REF!,2,FALSE),(IF(B380=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["SG23","SG",23,246,"controlling runoff","porous pavement","no","no","UK","mixed urban","multiple","flow, nutrients",null,"Pratt, C. J. ",1995,"UK Research into the Performance of Permeable Pavement, Reservoir Structures in Controlling Stormwater Discharge Quantity and Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E247\",\"UK Research into the Performance of Permeable Pavement, Reservoir Structures in Controlling Stormwater Discharge Quantity and Quality\")","v":"UK Research into the Performance of Permeable Pavement, Reservoir Structures in Controlling Stormwater Discharge Quantity and Quality"},"Science.gov","yes","http://www.iwaponline.com/wst/03201/wst032010063.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U381=\"unknown- need full report\",V381=\"unknown- need full report\",W381=\"unknown- need full report\",I381=\"unknown\",K381=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A381,#REF!,2,FALSE),(IF(B381=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep1","2sweep",1,247,"pollution prevention and municipal operations","street sweeping","no","no","Sheffield, England","multiple","toxics","not applicable",null,"Prichard, H. M.; Sampson, J.; Jackson, M.",2009,"A Further Discussion of the Factors Controlling the Distribution of Pt, Pd, Rh and Au in Road Dust, Gullies, Road Sweeper and Gully Flusher Sediment in the City of Sheffield, UK",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E248\",\"A Further Discussion of the Factors Controlling the Distribution of Pt, Pd, Rh and Au in Road Dust, Gullies, Road Sweeper and Gully Flusher Sediment in the City of Sheffield, UK\")","v":"A Further Discussion of the Factors Controlling the Distribution of Pt, Pd, Rh and Au in Road Dust, Gullies, Road Sweeper and Gully Flusher Sediment in the City of Sheffield, UK"},"Science of the Total Environment, Feb 209, Vol 407, Issue 5, p1715-1725","no",null,"not available","yes","load",null,null,"MM",{"$f":"IFERROR(VLOOKUP(A382,#REF!,2,FALSE),(IF(B382=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp36","bmp",36,248,"controlling runoff","LID","yes","yes","Los Angeles, CA","residential","flow","not applicable",null,"Q. Xiao, McPherson, E. G.",2006,"Hydrologic Processes at the Urban Residential Scale",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E249\",\"Hydrologic Processes at the Urban Residential Scale\")","v":"Hydrologic Processes at the Urban Residential Scale"},"Hydrological Processes, July 2007, Vol 21, Issue 16, p2174-2188","yes","http://www.fs.fed.us/psw/programs/uesd/uep/products/4/psw_cufr708_H2OUrbanResScale.pdf","2 years","yes","model",{"$f":"IF(OR(U383=\"unknown- need full report\",V383=\"unknown- need full report\",W383=\"unknown- need full report\",I383=\"unknown\",K383=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A383,#REF!,2,FALSE),(IF(B383=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WST6","WST",6,249,"controlling runoff","wetlands","no","no","Korea","agriculture","nutrients","not applicable",null,"Qitao Yi; Jianghua Yu; Youngchul Kim",2010,"Removal Patterns of Particulate and Dissolved Forms of Pollutants in a Stormwater Wetland",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E250\",\"Removal Patterns of Particulate and Dissolved Forms of Pollutants in a Stormwater Wetland\")","v":"Removal Patterns of Particulate and Dissolved Forms of Pollutants in a Stormwater Wetland"},"Water Science and Technology, Vol 61, No 8, p2083-2096","yes","http://www.iwaponline.com/wst/06108/wst061082083.htm","unknown- need full report","yes","load",{"$f":"IF(OR(U384=\"unknown- need full report\",V384=\"unknown- need full report\",W384=\"unknown- need full report\",I384=\"unknown\",K384=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A384,#REF!,2,FALSE),(IF(B384=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM11","MM",11,250,"controlling runoff","manufactured device","yes","yes","Stafford, NJ","residential","multiple","nutrients, sediment, toxics",null,"R. Pitt; S. Clark; K. Gordon; E. Schwarz; R. Field","unknown","The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E251\",\"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater\")","v":"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater"},"unknown","no",null,"several storms","yes","concentration",{"$f":"IF(OR(U385=\"unknown- need full report\",V385=\"unknown- need full report\",W385=\"unknown- need full report\",I385=\"unknown\",K385=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A385,#REF!,2,FALSE),(IF(B385=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM11","MM",11,250,"controlling runoff","media filter","yes","yes","Stafford, NJ","residential","multiple","nutrients, toxics",null,"R. Pitt; S. Clark; K. Gordon; E. Schwarz; R. Field","unknown","The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E251\",\"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater\")","v":"The Use of Special Inlet Devices, Filter Media, and Filter Fabrics for the Treatment of Stormwater"},"unknown","no",null,"several storms","yes","concentration",{"$f":"IF(OR(U386=\"unknown- need full report\",V386=\"unknown- need full report\",W386=\"unknown- need full report\",I386=\"unknown\",K386=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A386,#REF!,2,FALSE),(IF(B386=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt31","biofilt",31,251,"controlling runoff","LID","no","no","Melbourne, Australia","laboratory","multiple","nutrients, sediment, toxics ",null,"Read, Jennifer; Wevill, Tricia; Fletcher, Tim; Deletic, Ana",2008,"Variation Among Plant Species in Pollutant Removal From Stormwater in Biofiltration Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E252\",\"Variation Among Plant Species in Pollutant Removal From Stormwater in Biofiltration Systems\")","v":"Variation Among Plant Species in Pollutant Removal From Stormwater in Biofiltration Systems"},"Water Research, Feb 2008, Vol 42, Issue 4/5, p893-902","yes","http://www.sciencedirect.com/science/article/pii/S0043135407005817","unknown- need full report","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A387,#REF!,2,FALSE),(IF(B387=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC42","BC",42,252,"controlling runoff","LID","yes","yes","Puget Sound, WA","mixed urban","flow","not applicable",null,"Richard Horner",null,"Development Of A Stormwater Retrofit Plan For Water Resources Inventory Area (Wria) 9 And Estimation Of Costs For Retrofitting All Developed Lands Of Puget Sound:\nDevelopment Of Flow And Water Quality Indicators - Status Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E253\",\"Development Of A Stormwater Retrofit Plan For Water Resources Inventory Area (Wria) 9 And Estimation Of Costs For Retrofitting All Developed Lands Of Puget Sound:\nDevelopment Of Flow And Water Quality Indicators - Status Report\")","v":"Development Of A Stormwater Retrofit Plan For Water Resources Inventory Area (Wria) 9 And Estimation Of Costs For Retrofitting All Developed Lands Of Puget Sound:\nDevelopment Of Flow And Water Quality Indicators - Status Report"},null,"yes","http://your.kingcounty.gov/dnrp/library/water-and-land/watersheds/green-duwamish/stormwater-retrofit-project/110412-flow-and-water-quality-indicators.pdf","not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A388,#REF!,2,FALSE),(IF(B388=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B389&C389","v":"MM5"},"MM",5,253,"controlling runoff","biofilter","no","yes","Seattle, WA","residential","flow","not applicable",null,"Richard Horner, Heungkook Lim, Stephen Burges",2002,"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E254\",\"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects\")","v":"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf",{"$f":"IF(LEN(T389)>0,\"yes\",\"no\")","v":"yes"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf","I year","yes","flow",{"$f":"IF(OR(U389=\"unknown- need full report\",V389=\"unknown- need full report\",W389=\"unknown- need full report\",I389=\"unknown\",K389=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A389,#REF!,2,FALSE),(IF(B389=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B390&C390","v":"MM5"},"MM",5,253,"controlling runoff","LID","no","yes","Seattle, WA","residential","flow","not applicable",null,"Richard Horner, Heungkook Lim, Stephen Burges",2002,"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E254\",\"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects\")","v":"Hydrologic Monitoring of the Seattle Ultra-Urban Stormwater Management Projects"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf",{"$f":"IF(LEN(T390)>0,\"yes\",\"no\")","v":"yes"},"http://www.seattle.gov/util/stellent/groups/public/@spu/@usm/documents/webcontent/spu02_020016.pdf","I year","yes","flow",{"$f":"IF(OR(U390=\"unknown- need full report\",V390=\"unknown- need full report\",W390=\"unknown- need full report\",I390=\"unknown\",K390=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A390,#REF!,2,FALSE),(IF(B390=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B391&C391","v":"construc7"},"construc",7,254,"controlling runoff","source control","no","no","Europe","multiple","sediment","not applicable",null,"Rickson, R. J.",2006,"Controlling sediment at source: an evaluation of erosion control geotextiles",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E255\",\"Controlling sediment at source: an evaluation of erosion control geotextiles\")","v":"Controlling sediment at source: an evaluation of erosion control geotextiles"},"Earth Surface Processes & Landforms; Apr2006, Vol. 31 Issue 5, p550-560, 11p",{"$f":"IF(LEN(T391)>0,\"yes\",\"no\")","v":"yes"},"http://onlinelibrary.wiley.com/doi/10.1002/esp.1368/abstract?systemMessage=Wiley+Online+Library+will+be+disrupted+6+Aug+from+10-12+BST+for+monthly+maintenance","not available","not available","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A391,#REF!,2,FALSE),(IF(B391=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B392&C392","v":"MM10"},"MM",10,255,"controlling runoff","media filter","no","no","Birmingham, AL","commercial","multiple","sediment, toxics",null,"Robert Pitt, Brian Robertson, Ali Ayyoubi, Richard Field",1994,"Treatment of Stormwater from Critical Source Areas Using a Multi-Chambered Treatment Train (MCTT)",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E256\",\"Treatment of Stormwater from Critical Source Areas Using a Multi-Chambered Treatment Train (MCTT)\")","v":"Treatment of Stormwater from Critical Source Areas Using a Multi-Chambered Treatment Train (MCTT)"},"67th Annual Conference and Exposition of the Water Environment Federation, October 15-19, 1994 Chicago, Ill.",{"$f":"IF(LEN(T392)>0,\"yes\",\"no\")","v":"no"},null,"1/2 year","yes","concentration",{"$f":"IF(OR(U392=\"unknown- need full report\",V392=\"unknown- need full report\",W392=\"unknown- need full report\",I392=\"unknown\",K392=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A392,#REF!,2,FALSE),(IF(B392=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B393&C393","v":"MM6"},"MM",6,256,"pollution prevention and municipal operations","CB cleaning","no","no","Bellevue, PA","mixed urban","sediment","not applicable",null,"Robert Pitt, Shirley Clark",2002,"Interactions Between Catchbasin and Street Cleaning in Urban Drainages and Sediment Transport in Storm Drainage Systems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E257\",\"Interactions Between Catchbasin and Street Cleaning in Urban Drainages and Sediment Transport in Storm Drainage Systems\")","v":"Interactions Between Catchbasin and Street Cleaning in Urban Drainages and Sediment Transport in Storm Drainage Systems"},"http://rpitt.eng.ua.edu/Publications/StormwaterTreatability/treatment%20and%20sediment%20movement%20in%20sewers.pdf",{"$f":"IF(LEN(T393)>0,\"yes\",\"no\")","v":"yes"},"http://rpitt.eng.ua.edu/Publications/StormwaterTreatability/treatment%20and%20sediment%20movement%20in%20sewers.pdf","3 years","yes","paper",{"$f":"IF(OR(U393=\"unknown- need full report\",V393=\"unknown- need full report\",W393=\"unknown- need full report\",I393=\"unknown\",K393=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A393,#REF!,2,FALSE),(IF(B393=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC18","BC",18,257,"controlling runoff","rain garden","no","no","New Hampshire","mixed urban","multiple","nutrients, sediment",null,"Robert Roseen, PE, PhD, Thomas Ballestero, PE, PhD, PH, CGWP, PGRobert PG, James Houle, CPSWQ, Heather Gilbert James Gilbert",2008,"Stormwater Management & Water Resources Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E258\",\"Stormwater Management & Water Resources Protection\")","v":"Stormwater Management & Water Resources Protection"},"UNH Stormwater Center","no",null,"not available","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A394,#REF!,2,FALSE),(IF(B394=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC18","BC",18,257,"controlling runoff","wetlands","no","no","New Hampshire","mixed urban","multiple","nutrients, sediment",null,"Robert Roseen, PE, PhD, Thomas Ballestero, PE, PhD, PH, CGWP, PGRobert PG, James Houle, CPSWQ, Heather Gilbert James Gilbert",2008,"Stormwater Management & Water Resources Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E258\",\"Stormwater Management & Water Resources Protection\")","v":"Stormwater Management & Water Resources Protection"},"UNH Stormwater Center","no",null,"not available","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A395,#REF!,2,FALSE),(IF(B395=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC18","BC",18,257,"controlling runoff","porous pavement","no","no","New Hampshire","mixed urban","multiple","nutrients, sediment",null,"Robert Roseen, PE, PhD, Thomas Ballestero, PE, PhD, PH, CGWP, PGRobert PG, James Houle, CPSWQ, Heather Gilbert James Gilbert",2008,"Stormwater Management & Water Resources Protection",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E258\",\"Stormwater Management & Water Resources Protection\")","v":"Stormwater Management & Water Resources Protection"},"UNH Stormwater Center","no",null,"not available","yes","concentration","no","powerpoint presentation","BJR",{"$f":"IFERROR(VLOOKUP(A396,#REF!,2,FALSE),(IF(B396=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B397&C397","v":"sweep9"},"sweep",9,258,"pollution prevention and municipal operations","street sweeping","no","no","Toronto, Ontario","transportation","multiple","sediment, toxics",null,"Rochfort, Quintin\nExall, Kirsten\nP'ng, Jonathan\nShi, Vicky\nStevanovic-Briatico, Vesria\nKok, Sandra\narsalek, Jiri\n",2009,"Street Sweeping as a Method of Source Control for Urban Stormwater Pollution",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E259\",\"Street Sweeping as a Method of Source Control for Urban Stormwater Pollution\")","v":"Street Sweeping as a Method of Source Control for Urban Stormwater Pollution"},"Water Quality Research Journal of Canada; 2009, Vol. 44 Issue 1, p48-58, 11p, 1 Diagram, 2 Charts, 4 Graphs",{"$f":"IF(LEN(T397)>0,\"yes\",\"no\")","v":"yes"},"http://cat.inist.fr/?aModele=afficheN&cpsidt=21832057","unknown- need full report","yes","unknown- need full report",{"$f":"IF(OR(U397=\"unknown- need full report\",V397=\"unknown- need full report\",W397=\"unknown- need full report\",I397=\"unknown\",K397=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A397,#REF!,2,FALSE),(IF(B397=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B398&C398","v":"permpave11"},"permpave",11,259,"controlling runoff","LID","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment","Roehr, Daniel; Yuewei Kong","Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T398)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A398,#REF!,2,FALSE),(IF(B398=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B399&C399","v":"permpave11"},"permpave",11,259,"controlling runoff","rain garden","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment",null,"Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T399)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A399,#REF!,2,FALSE),(IF(B399=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B400&C400","v":"permpave11"},"permpave",11,259,"controlling runoff","porous pavement","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment",null,"Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T400)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A400,#REF!,2,FALSE),(IF(B400=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B401&C401","v":"permpave11"},"permpave",11,259,"controlling runoff","biofilter","yes","yes","Calgary, Alberta","residential","multiple","flow, nutrients, sediment",null,"Roehr, Daniel; Yuewei Kong",2010,"Retro-Greening Suburban Calgary",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E260\",\"Retro-Greening Suburban Calgary\")","v":"Retro-Greening Suburban Calgary"},"Landscape Journal, 2010, Vol 29, Issue 29, p124-143",{"$f":"IF(LEN(T401)>0,\"yes\",\"no\")","v":"yes"},"http://lj.uwpress.org/content/29/2/124.refs","not applicable","no","runoff depth, volume, flow, load","have full report","spreadsheet model","COD",{"$f":"IFERROR(VLOOKUP(A401,#REF!,2,FALSE),(IF(B401=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC39","BC",39,260,"controlling runoff","manufactured device","no","yes","Milwaukee, WI","mixed urban","sediment","not applicable",null,"Roger Bannerman\nJudy Horwatich\nJim Bachhuber",2004,"Preliminary Look at Method for Sizing Proprietary Sediment Settling Devices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E261\",\"Preliminary Look at Method for Sizing Proprietary Sediment Settling Devices\")","v":"Preliminary Look at Method for Sizing Proprietary Sediment Settling Devices"},null,"yes","http://dnr.wi.gov/runoff/stormwater/post-constr/proprietarydevices.pdf","multiple runoff events","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A402,#REF!,2,FALSE),(IF(B402=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B403&C403","v":"BR50"},"BR",50,261,"controlling runoff","LID","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E262\",\"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions\")","v":"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions"},"Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs",{"$f":"IF(LEN(T403)>0,\"yes\",\"no\")","v":"yes"},"http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A403,#REF!,2,FALSE),(IF(B403=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","media filter","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A404,#REF!,2,FALSE),(IF(B404=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","wetlands","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A405,#REF!,2,FALSE),(IF(B405=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","porous pavement","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A406,#REF!,2,FALSE),(IF(B406=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","biofilter","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A407,#REF!,2,FALSE),(IF(B407=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","retention pond","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A408,#REF!,2,FALSE),(IF(B408=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","manufactured device","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A409,#REF!,2,FALSE),(IF(B409=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR50","BR",50,261,"controlling runoff","rain garden","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment",null,"Roseen, Robert M.\nBallestero, Thomas P.\nHoule, James J.\nAvellaneda, Pedro\nBriggs, Joshua\nFowler, George\nWildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E262\",\"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions.\")","v":"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions."},"Journal of Environmental Engineering; Mar2009, Vol. 135 Issue 3, p128-137, 10p, 7 Charts, 6 Graphs","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","2 years","yes","concentration & flow","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A410,#REF!,2,FALSE),(IF(B410=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","rain garden","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E263\",\"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions\")","v":"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions"},"Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow",{"$f":"IF(OR(U411=\"unknown- need full report\",V411=\"unknown- need full report\",W411=\"unknown- need full report\",I411=\"unknown\",K411=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A411,#REF!,2,FALSE),(IF(B411=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","media filter","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A412,#REF!,2,FALSE),(IF(B412=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","wetlands","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A413,#REF!,2,FALSE),(IF(B413=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","porous pavement","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A414,#REF!,2,FALSE),(IF(B414=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","manufactured device","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A415,#REF!,2,FALSE),(IF(B415=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp57","bmp",57,262,"controlling runoff","retention pond","yes","no","New Hampshire","mixed urban","multiple","flow, nutrients, sediment, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Fowler, George; Wildey, Robert",2009,"Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions","Journal of Environmental Engineering, Mar 2009, Vol 135, Issue 3, p128-137","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/jee_3_09_unhsc_cold_climate.pdf","3 years","yes","concentration & flow","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A416,#REF!,2,FALSE),(IF(B416=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC83","BC",83,263,"controlling runoff","LID","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A417,#REF!,2,FALSE),(IF(B417=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","biofilter","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A418,#REF!,2,FALSE),(IF(B418=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","retention pond","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A419,#REF!,2,FALSE),(IF(B419=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","manufactured device","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A420,#REF!,2,FALSE),(IF(B420=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC83","BC",83,263,"controlling runoff","wetlands","yes","no","Durham, NH","commercial","multiple","flow, sediment",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, James J.; Avellaneda, Pedro; Briggs, Joshua; Wildey, Robert",2006,"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E264\",\"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff\")","v":"Storm Water Low-Impact Development Conventional Structural, and Manufactured Treatment Strategies for Parking Lot Runoff"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/bmp_performance_eval_trr1984_2006.pdf","9 months","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A421,#REF!,2,FALSE),(IF(B421=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC69","BC",69,264,"controlling runoff","porous pavement","no","no","New Hampshire","commercial","multiple","flow, toxics",null,"Roseen, Robert M.; Ballestero, Thomas P.; Houle, Kris; Briggs, Josh; Watts, Alison; Puls, Tim",2009,"Advances in Porous Pavements: Installation, Maintenance, and Performance Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E265\",\"Advances in Porous Pavements: Installation, Maintenance, and Performance Issues\")","v":"Advances in Porous Pavements: Installation, Maintenance, and Performance Issues"},"University of New Hampshire Stormwater Center; NHDES Source Water Protection Workshop, May 1st, 2009","yes","http://www.unh.edu/unhsc/presentations","not available","no","concentration, flow","have full report","power point presentation","COD",{"$f":"IFERROR(VLOOKUP(A422,#REF!,2,FALSE),(IF(B422=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC85","BC",85,265,"controlling runoff","porous pavement","no","no","Durham, NH","commercial","multiple","flow",null,"Roseen, Robert; Ballestero, Thomas P; Houle, James J; F Briggs; Houle, Kristopher M.",2011,"Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Stormwater Treatment Strategy in a Cold Climate",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E266\",\"Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Stormwater Treatment Strategy in a Cold Climate\")","v":"Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Stormwater Treatment Strategy in a Cold Climate"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/docs/UNHSC_pa_coldclimate.pdf","4 years","yes","concentration, flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A423,#REF!,2,FALSE),(IF(B423=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BR6","BR",6,266,"controlling runoff","rain garden","no","no","not available","not available","nutrients","not applicable",null,"Roy-Poirier, Audrey\nChampagne, Pascale\nFilion, Yves",2010,"Bioretention processes for phosphorus pollution control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E267\",\"Bioretention processes for phosphorus pollution control\")","v":"Bioretention processes for phosphorus pollution control"},"Environmental Reviews; 2010, Vol. 18 Issue 1, p159-173, 14p, 1 Diagram, 9 Charts","yes","http://www.ingentaconnect.com/content/nrc/er/2010/00000018/00000001/art00009","not available","not available","model","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A424,#REF!,2,FALSE),(IF(B424=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR48","BR",48,267,"controlling runoff","rain garden","no","no","North America","mixed urban","multiple","bacteria, flow, nutrients, other, sediment, temperature, toxics ",null,"Roy-Poirier, Audrey\nChampagne, Pascale\nFilion, Yves",2010,"Review of Bioretention System Research and Design: Past, Present, and Future",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E268\",\"Review of Bioretention System Research and Design: Past, Present, and Future\")","v":"Review of Bioretention System Research and Design: Past, Present, and Future"},"Journal of Environmental Engineering; Sep2010, Vol. 136 Issue 9, p878-889, 12p, 1 Diagram","yes","http://ascelibrary.org/eeo/resource/1/joeedu/v136/i9/p878_s1?isAuthorized=no","not applicable","no","paper","n",null,"mm",{"$f":"IFERROR(VLOOKUP(A425,#REF!,2,FALSE),(IF(B425=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["vf4","vf",4,268,"controlling runoff","biofilter","no","no","not available","not available","multiple","nutrients, sediment",null,"Rudra, Ramesh P; Gharabaghi, Bahram; Sebti, Saleh; Gupta, Neelam; Moharir, Ashwini",2010,"GDVFS: A New Toolkit for Analysis and Design of Vegetative Filter Strips Using VFSMOD",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E269\",\"GDVFS: A New Toolkit for Analysis and Design of Vegetative Filter Strips Using VFSMOD\")","v":"GDVFS: A New Toolkit for Analysis and Design of Vegetative Filter Strips Using VFSMOD"},"Water Quality Research Journal of Canada, 2010, Vol 45, Issue 1, p59-68, 10p","yes","http://www.cawq.ca/cgi-bin/journal/abstract.cgi?language=english&pk_article=492","unknown- need full report","yes","model",{"$f":"IF(OR(U426=\"unknown- need full report\",V426=\"unknown- need full report\",W426=\"unknown- need full report\",I426=\"unknown\",K426=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A426,#REF!,2,FALSE),(IF(B426=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc17","construc",17,269,"controlling runoff","manufactured device","no","yes","Italy, Australia","mixed urban","multiple","sediment, toxics",null,"S Papiri; C. Ciaponi; A. Capodaglio; C. Collivignarelli; G. Bertanza; F. Swartling; M. Crow; M. Fantozzi; P. Valcher",2003,"Field monitoring and evaluation of innovative solutions for cleaning storm water runoff",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E270\",\"Field monitoring and evaluation of innovative solutions for cleaning storm water runoff\")","v":"Field monitoring and evaluation of innovative solutions for cleaning storm water runoff"},"Water Science & Technology; Apr2003, Vol. 47 Issue 7/8, p327-334, 8p","yes","http://www.iwaponline.com/wst/04707/wst047070327.htm","unknown- need full report","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A427,#REF!,2,FALSE),(IF(B427=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC101","BC",101,270,"pollution prevention and municipal operations","street sweeping","yes","no","multiple","mixed urban","sediment","not applicable",null,"Schilling, J.G.",2005,"Street Sweeping - Report No. 1, State of the Practice",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E271\",\"Street Sweeping - Report No. 1, State of the Practice\")","v":"Street Sweeping - Report No. 1, State of the Practice"},"Ramsey-Washington Metro Watershed District","yes","http://www.rwmwd.org","not applicable","not applicable","not applicable","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A428,#REF!,2,FALSE),(IF(B428=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp25","bmp",25,271,"controlling runoff","other","no","no","Piedmont region, SC","mixed urban","multiple","not available",null,"Schlautman, Mark A. Smink, John A.",2008,"Evaluating the Collective Performance of Best Management Practices in Catchments Undergoing Active Land Development",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E272\",\"Evaluating the Collective Performance of Best Management Practices in Catchments Undergoing Active Land Development\")","v":"Evaluating the Collective Performance of Best Management Practices in Catchments Undergoing Active Land Development"},"Journal of Soil & Water Conservation, Mar/Ap 2008, Vol 63, Issue 2, p54A-55A","yes","http://www.jswconline.org/content/63/2/54A.extract","unknown- need full report","unknown- need full report","load",{"$f":"IF(OR(U429=\"unknown- need full report\",V429=\"unknown- need full report\",W429=\"unknown- need full report\",I429=\"unknown\",K429=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A429,#REF!,2,FALSE),(IF(B429=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["WEJ6","WEJ",6,272,"controlling runoff","manufactured device","no","yes","not available","mixed urban","sediment","not applicable",null,"Scholz, M.; Zettel, S.",2004,"Stormwater Quality Associated With A Full Silt Trap Discharging Into An Urban Watercourse",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E273\",\"Stormwater Quality Associated With A Full Silt Trap Discharging Into An Urban Watercourse\")","v":"Stormwater Quality Associated With A Full Silt Trap Discharging Into An Urban Watercourse"},"Water Environment Journal, Vol 18, Issue 4, p226-229","yes","http://usir.salford.ac.uk/16792/","unknown- need full report","yes","concentration",{"$f":"IF(OR(U430=\"unknown- need full report\",V430=\"unknown- need full report\",W430=\"unknown- need full report\",I430=\"unknown\",K430=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A430,#REF!,2,FALSE),(IF(B430=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC18","PSC",18,273,"controlling runoff","wetlands","yes","no","not available","residential","multiple","flow, sediment",null,"Scholz, Miklas",2004,"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E274\",\"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds\")","v":"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds"},"International Journal of Water; 2004, Vol. 2 Issue 4, p312-330","yes","http://www.environmental-expert.com/articles/pilot-plant-study-for-one-year-water-quality-management-and-algal-control-of-sustainable-urban-stormwater-ponds-85677","not available","unknown","unknown",{"$f":"IF(OR(U431=\"unknown- need full report\",V431=\"unknown- need full report\",W431=\"unknown- need full report\",I431=\"unknown\",K431=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A431,#REF!,2,FALSE),(IF(B431=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC18","PSC",18,273,"controlling runoff","detention basin","yes","no","not available","residential","multiple","flow, sediment",null,"Scholz, Miklas",2004,"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E274\",\"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds\")","v":"Pilot plant study for one year: water quality management and algal control of sustainable urban stormwater ponds"},"International Journal of Water; 2004, Vol. 2 Issue 4, p312-330","yes","http://www.environmental-expert.com/articles/pilot-plant-study-for-one-year-water-quality-management-and-algal-control-of-sustainable-urban-stormwater-ponds-85677","not available","unknown","unknown",{"$f":"IF(OR(U432=\"unknown- need full report\",V432=\"unknown- need full report\",W432=\"unknown- need full report\",I432=\"unknown\",K432=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A432,#REF!,2,FALSE),(IF(B432=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC31","PSC",31,274,"controlling runoff","biofilter","yes","no","Edinburgh, Scotland","transportation","multiple","nutrients, sediment",null,"Scholz, Miklas\nKazemi Yazdi, Sara\n",2009,"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E275\",\"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System\")","v":"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System"},"Water, Air & Soil Pollution; Mar2009, Vol. 198 Issue 1-4, p55-64","yes","http://www.springerlink.com/content/1801h40060333161/","1.5 years","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A433,#REF!,2,FALSE),(IF(B433=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC31","PSC",31,274,"controlling runoff","detention basin","yes","no","Edinburgh, Scotland","transportation","multiple","nutrients, sediment",null,"Scholz, Miklas\nKazemi Yazdi, Sara\n",2009,"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E275\",\"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System\")","v":"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System"},"Water, Air & Soil Pollution; Mar2009, Vol. 198 Issue 1-4, p55-64","yes","http://www.springerlink.com/content/1801h40060333161/","1.5 years","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A434,#REF!,2,FALSE),(IF(B434=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC31","PSC",31,274,"controlling runoff","infiltration basin","yes","no","Edinburgh, Scotland","transportation","multiple","nutrients, sediment",null,"Scholz, Miklas\nKazemi Yazdi, Sara\n",2009,"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E275\",\"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System\")","v":"Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System"},"Water, Air & Soil Pollution; Mar2009, Vol. 198 Issue 1-4, p55-64","yes","http://www.springerlink.com/content/1801h40060333161/","1.5 years","yes","model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A435,#REF!,2,FALSE),(IF(B435=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC3","BC",3,275,"pollution prevention and municipal operations","street sweeping","yes","no","Seattle, WA","mixed urban","sediment","multiple",null,"Seattle Public Utilities.  Herrera Environmental Consultants, Seattle, WA.",2009,"Seattle Street Sweeping Pilot Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E276\",\"Seattle Street Sweeping Pilot Study\")","v":"Seattle Street Sweeping Pilot Study"},"Seattle Public Utilities (Full Report)\nAWRA 2009 (PowerPoint)","yes","http://www.seattle.gov/util/Services/Drainage_&_Sewer/Keep_Water_Safe_&_Clean/Street_Sweep_Project/index.asp","1 year","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A436,#REF!,2,FALSE),(IF(B436=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC3","BC",3,275,"pollution prevention and municipal operations","CB cleaning","yes","no","Seattle, WA","mixed urban","sediment","multiple",null,"Seattle Public Utilities.  Herrera Environmental Consultants, Seattle, WA.",2009,"Seattle Street Sweeping Pilot Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E276\",\"Seattle Street Sweeping Pilot Study\")","v":"Seattle Street Sweeping Pilot Study"},"Seattle Public Utilities (Full Report)\nAWRA 2009 (PowerPoint)","yes","http://www.seattle.gov/util/Services/Drainage_&_Sewer/Keep_Water_Safe_&_Clean/Street_Sweep_Project/index.asp","1 year","yes","load","yes",null,"BJR",{"$f":"IFERROR(VLOOKUP(A437,#REF!,2,FALSE),(IF(B437=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B438&C438","v":"construc6"},"construc",6,276,"controlling runoff","wetlands","no","no","Tunica County, MS","agriculture","multiple","nutrients, sediment",null,"Shields, Jr., F.D.; Pearce, C. W.",2010,"Control of Agricultural Nonpoint Source Pollution by Natural Wetland Management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E277\",\"Control of Agricultural Nonpoint Source Pollution by Natural Wetland Management\")","v":"Control of Agricultural Nonpoint Source Pollution by Natural Wetland Management"},"Journal of Environmental Science & Engineering; Apr2010, Vol. 4 Issue 4, p62-70",{"$f":"IF(LEN(T438)>0,\"yes\",\"no\")","v":"yes"},"http://www.ars.usda.gov/SP2UserFiles/person/5120/ShieldsandPearce2010WetlandManagement.pdf","18 months","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A438,#REF!,2,FALSE),(IF(B438=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC54","BC",54,277,"controlling runoff","biofilter","yes","no","Various, USA","mixed urban","multiple","flow, nutrients, toxics",null,"Shirley E. Clark, Ph.D., P.E.\nKatherine H. Baker, Ph.D.\nJ. Bradley Mikula\nCatherine S. Burkhardt\n",2006,"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E278\",\"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers\")","v":"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers"},"Water Environment Research Foundation","yes","http://www.iwapublishing.com/template.cfm?name=isbn9781843392811","not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A439,#REF!,2,FALSE),(IF(B439=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC54","BC",54,277,"controlling runoff","porous pavement","yes","no","Various, USA","mixed urban","multiple","flow, nutrients, toxics",null,"Shirley E. Clark, Ph.D., P.E.\nKatherine H. Baker, Ph.D.\nJ. Bradley Mikula\nCatherine S. Burkhardt\n",2006,"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E278\",\"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers\")","v":"Infiltration Vs. Surface Water Discharge: Guidance For Stormwater Managers"},"Water Environment Research Foundation","yes","http://www.iwapublishing.com/template.cfm?name=isbn9781843392811","not available","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A440,#REF!,2,FALSE),(IF(B440=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B441&C441","v":"rg16"},"rg",16,278,"controlling runoff","rain garden","no","no","Cincinnati, OH","mixed urban","flow","not applicable",null,"Shuster, W. D.; Gehring, R.; Gerken, J.",2007,"Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: A case study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E279\",\"Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: A case study\")","v":"Prospects for enhanced groundwater recharge via infiltration of urban storm water runoff: A case study"},"Journal of Soil & Water Conservation; May/Jun2007, Vol. 62 Issue 3, p129-137, 9p",{"$f":"IF(LEN(T441)>0,\"yes\",\"no\")","v":"yes"},"http://www.savelocalwaters.org/shepherdcreekstudy.pdf","1 summer","yes","flow",{"$f":"IF(OR(U441=\"unknown- need full report\",V441=\"unknown- need full report\",W441=\"unknown- need full report\",I441=\"unknown\",K441=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A441,#REF!,2,FALSE),(IF(B441=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt25","biofilt",25,279,"controlling runoff","LID","no","no","Thonotosassa, FL","laboratory","nutrients","not applicable",null,"Smith, D. P. ",2008,"Sorptive Media Biofiltration for Inorganic Nitrogen Removal from Storm Water.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E280\",\"Sorptive Media Biofiltration for Inorganic Nitrogen Removal from Storm Water.\")","v":"Sorptive Media Biofiltration for Inorganic Nitrogen Removal from Storm Water."},"Journal of Irrigation & Drainage Engineering, Sep 2008, Vol 134, Issue 5, p624-629, 6p, 1 Diagram, 2 Charts, 8 Graphs","yes","http://ascelibrary.org/iro/resource/1/jidedh/v134/i5/p624_s1?isAuthorized=no","not available","yes","concentration","n","bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A442,#REF!,2,FALSE),(IF(B442=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["sewer7","sewer",7,280,"pollution prevention and municipal operations","education","no","no","Puget Sound, WA","mixed urban","multiple","nutrients, toxics",null,"Smith, Dan\nShiley, Hollie",2009,"Residential Car Washing",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E281\",\"Residential Car Washing\")","v":"Residential Car Washing"},"Stormwater; Sep2009, Vol. 10 Issue 6, p38-52, 9p","yes","http://www.stormh2o.com/september-2009/residential-car-washing.aspx","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U443=\"unknown- need full report\",V443=\"unknown- need full report\",W443=\"unknown- need full report\",I443=\"unknown\",K443=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A443,#REF!,2,FALSE),(IF(B443=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt3","biofilt",3,281,"controlling runoff","media filter","yes","no","Tampa, FL","laboratory","nutrients","not applicable",null,"Smith, Daniel P.",2011,"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E282\",\"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal\")","v":"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal"},"Water Environment Research (10614303); Apr2011, Vol. 83 Issue 4, p373-384, 12p","yes","http://yale.pubget.com/paper/21553593#","216 days","yes","concentration","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A444,#REF!,2,FALSE),(IF(B444=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt3","biofilt",3,281,"controlling runoff","biofilter","yes","no","Tampa, FL","laboratory","nutrients","not applicable",null,"Smith, Daniel P.",2011,"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E282\",\"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal\")","v":"Chabazite Biofilter for Enhanced Stormwater Nitrogen Removal"},"Water Environment Research (10614303); Apr2011, Vol. 83 Issue 4, p373-384, 12p","yes","http://yale.pubget.com/paper/21553593#","216 days","yes","concentration","y","biofilter definition?","MM",{"$f":"IFERROR(VLOOKUP(A445,#REF!,2,FALSE),(IF(B445=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC78","BC",78,282,"pollution prevention and municipal operations","street sweeping","yes","no","Boston, MA ","transportation","multiple","sediment",null,"Smith, Kirk P.",2002,"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E283\",\"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts\")","v":"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts"},"U.S. Geological Survey","yes","http://pubs.usgs.gov/wri/wri024059/","2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A446,#REF!,2,FALSE),(IF(B446=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC78","BC",78,282,"pollution prevention and municipal operations","oil water separator","yes","no","Boston, MA ","transportation","multiple","sediment",null,"Smith, Kirk P.",2002,"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E283\",\"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts\")","v":"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts"},"U.S. Geological Survey","yes","http://pubs.usgs.gov/wri/wri024059/","2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A447,#REF!,2,FALSE),(IF(B447=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC78","BC",78,282,"pollution prevention and municipal operations","other","yes","no","Boston, MA ","transportation","multiple","sediment",null,"Smith, Kirk P.",2002,"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E283\",\"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts\")","v":"Effectiveness of Three Best Management Practices for Highway-Runoff Quality along the Southeast Expressway, Boston, Massachusetts"},"U.S. Geological Survey","yes","http://pubs.usgs.gov/wri/wri024059/","2 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A448,#REF!,2,FALSE),(IF(B448=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["permpave19","permpave",19,283,"controlling runoff","porous pavement","yes","no","Edison, NJ","commercial","not available","not applicable",null,"Spicer, Steve",2010,"US EPA Begins Permeable-Pavement Research",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E284\",\"US EPA Begins Permeable-Pavement Research\")","v":"US EPA Begins Permeable-Pavement Research"},"Water Environment & Technology; Mar2010, Vol. 22 Issue 3, p19-25","no",null,"10 years","not available","not available",{"$f":"IF(OR(U449=\"unknown- need full report\",V449=\"unknown- need full report\",W449=\"unknown- need full report\",I449=\"unknown\",K449=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A449,#REF!,2,FALSE),(IF(B449=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR22","BR",22,284,"controlling runoff","rain garden","no","no","New Jersey","laboratory","flow","not applicable",null,"Stander, Emilie K.\nBorst, Michael",2010,"Hydraulic Test of a Bioretention Media Carbon Amendment",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E285\",\"Hydraulic Test of a Bioretention Media Carbon Amendment\")","v":"Hydraulic Test of a Bioretention Media Carbon Amendment"},"Journal of Hydrologic Engineering; Jun2010, Vol. 15 Issue 6, p531-536, 6p, 1 Diagram, 7 Charts, 2 Graphs","yes","http://ascelibrary.org/heo/resource/1/jhyeff/v15/i6/p531_s1?isAuthorized=no","not applicable","yes","flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A450,#REF!,2,FALSE),(IF(B450=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC36","BC",36,285,"pollution prevention and municipal operations","source control","no","no","San Diego, CA","mixed urban","bacteria","not applicable",null,"Stephen J. Gruber, Lisa Marie Kay, Ruth Kolb, Karen Henry ",2005,"Mission Bay Bacterial Source Identification Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E286\",\"Mission Bay Bacterial Source Identification Study\")","v":"Mission Bay Bacterial Source Identification Study"},"Stormwater Magazine online","yes","http://www.stormh2o.com/may-june-2005/bacteria-beaches-contamination.aspx","2 years","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A451,#REF!,2,FALSE),(IF(B451=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC56","BC",56,286,"controlling runoff","other","no","no","Baltimore, MD","mixed urban","multiple","flow, nutrients, sediment, temperature, toxics",null,"Stewart, Steven; Gemmil, Eldon; Pentz, Nancy",2006,"An Evaluation of the Functions and Effectiveness of Urban Riparian Forest Buffers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E287\",\"An Evaluation of the Functions and Effectiveness of Urban Riparian Forest Buffers\")","v":"An Evaluation of the Functions and Effectiveness of Urban Riparian Forest Buffers"},"Water Environment Research Foundation","yes","http://www.iwaponline.com/wio/2006/01/wio200601WF99WSM4.htm","12 runoff events","yes","load","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A452,#REF!,2,FALSE),(IF(B452=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B453&C453","v":"biofilt2"},"biofilt",2,287,"controlling runoff","other","no","no","Petersburg, AK","industrial","sediment","not applicable",null,"Stormwater Magazine",2010,"Airport Runway in Alaska Requires Innovative Stormwater Treatment for Compliance and Preservation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E288\",\"Airport Runway in Alaska Requires Innovative Stormwater Treatment for Compliance and Preservation\")","v":"Airport Runway in Alaska Requires Innovative Stormwater Treatment for Compliance and Preservation"},"Stormwater; Sep2010, Vol. 11 Issue 6, p44-46, 3p",{"$f":"IF(LEN(T453)>0,\"yes\",\"no\")","v":"yes"},"http://www.stormklear.com/blog/airport-runway-alaska-requires-innovative-stormwater-treatment-compliance-and-preservation","3 weeks","not available ","concentration","n","deleted \"biolfilter\" record b/c this is really just chem. Floc for sediment removal from const. site","MM",{"$f":"IFERROR(VLOOKUP(A453,#REF!,2,FALSE),(IF(B453=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC22","PSC",22,288,"controlling runoff","infiltration basin","yes","yes","not available","mixed urban","multiple","flow, other",null,"Stovin, V. R.\nSwan, A. D.",2007,"Retrofit SuDS-cost estimates and decision-support tools",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E289\",\"Retrofit SuDS-cost estimates and decision-support tools\")","v":"Retrofit SuDS-cost estimates and decision-support tools"},"Proceedings of ICE: Water Management; Dec2007, Vol. 160 Issue 4, p207-214","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19859931","not available","unknown","unknown",{"$f":"IF(OR(U454=\"unknown- need full report\",V454=\"unknown- need full report\",W454=\"unknown- need full report\",I454=\"unknown\",K454=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A454,#REF!,2,FALSE),(IF(B454=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC22","PSC",22,288,"controlling runoff","retention pond","yes","yes","not available","mixed urban","multiple","flow, other",null,"Stovin, V. R.\nSwan, A. D.",2007,"Retrofit SuDS-cost estimates and decision-support tools",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E289\",\"Retrofit SuDS-cost estimates and decision-support tools\")","v":"Retrofit SuDS-cost estimates and decision-support tools"},"Proceedings of ICE: Water Management; Dec2007, Vol. 160 Issue 4, p207-214","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19859931","not available","unknown","unknown",{"$f":"IF(OR(U455=\"unknown- need full report\",V455=\"unknown- need full report\",W455=\"unknown- need full report\",I455=\"unknown\",K455=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A455,#REF!,2,FALSE),(IF(B455=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC22","PSC",22,288,"controlling runoff","porous pavement","yes","yes","not available","mixed urban","multiple","flow, other",null,"Stovin, V. R.\nSwan, A. D.",2007,"Retrofit SuDS-cost estimates and decision-support tools",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E289\",\"Retrofit SuDS-cost estimates and decision-support tools\")","v":"Retrofit SuDS-cost estimates and decision-support tools"},"Proceedings of ICE: Water Management; Dec2007, Vol. 160 Issue 4, p207-214","yes","http://cat.inist.fr/?aModele=afficheN&cpsidt=19859931","not available","unknown","unknown",{"$f":"IF(OR(U456=\"unknown- need full report\",V456=\"unknown- need full report\",W456=\"unknown- need full report\",I456=\"unknown\",K456=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A456,#REF!,2,FALSE),(IF(B456=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["PSC28","PSC",28,289,"controlling runoff","LID","no","yes","Sheffield, England","mixed urban","flow","not applicable",null,"Stovin, Virginia",2010,"The potential of green roofs to manage Urban Stormwater",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E290\",\"The potential of green roofs to manage Urban Stormwater\")","v":"The potential of green roofs to manage Urban Stormwater"},"Water & Environment Journal; Sep2010, Vol. 24 Issue 3, p192-199, 8p, 2 Black and White Photographs, 1 Diagram, 3 Graphs","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1747-6593.2009.00174.x/pdf","7 months","yes","flow","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A457,#REF!,2,FALSE),(IF(B457=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp13","bmp",13,290,"controlling runoff","other","no","no","not applicable","mixed urban","multiple","not available",null,"Strecker, Eric W.; Quigley, Marcus M.; Urbonas, Ben R.; Jones, Jonathan E.; Clary, Jane K.",2001,"Determining Urban Storm Water BMP Effectiveness",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E291\",\"Determining Urban Storm Water BMP Effectiveness\")","v":"Determining Urban Storm Water BMP Effectiveness"},"Journal of Water Resources Planning and Management, May/Jun 2001, Vol 127, Issue 3, p144","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v127/i3/p144_s1?isAuthorized=no","not applicable","yes","concentration","yes","provides guidelines for BMP monitoring but doesn't present performance results","MM",{"$f":"IFERROR(VLOOKUP(A458,#REF!,2,FALSE),(IF(B458=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC97","BC",97,291,"controlling runoff","infiltration basin","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A459,#REF!,2,FALSE),(IF(B459=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","porous pavement","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A460,#REF!,2,FALSE),(IF(B460=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","LID","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A461,#REF!,2,FALSE),(IF(B461=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","oil water separator","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A462,#REF!,2,FALSE),(IF(B462=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC97","BC",97,291,"controlling runoff","media filter","yes","yes","multiple","mixed urban","multiple","not available",null,"Strecker, Eric, W. Huber, J. P. Heaney, et al.",2005,"Critical Assessment of Stormwater Control and Treatment Issues",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E292\",\"Critical Assessment of Stormwater Control and Treatment Issues\")","v":"Critical Assessment of Stormwater Control and Treatment Issues"},"Water Environment Research Foundation","yes","http://www.werf.org/net/search.aspx","not applicable","not applicable","not applicable","have full report","indirectly relevant: concerned with creating a program rather than effectiveness -BR","COD",{"$f":"IFERROR(VLOOKUP(A463,#REF!,2,FALSE),(IF(B463=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC76","BC",76,292,"pollution prevention and municipal operations","street sweeping","no","no","not applicable","transportation","sediment","not applicable",null,"Sutherland, Roger C.",2011,"Street Sweeping 101",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E293\",\"Street Sweeping 101\")","v":"Street Sweeping 101"},"Stormwater, Jan/Feb 2011, Development Services","yes","www.stormh2o.com/january-february.../street-sweeping-101.aspx","not available","no","paper","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A464,#REF!,2,FALSE),(IF(B464=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["2sweep13","2sweep",13,293,"pollution prevention and municipal operations","street sweeping","no","no","Portland, OR; Seatac Airport, WA; Las Vegas NV; Centralia, IL","mixed urban","sediment","toxics",null,"Sutherland; Seth Jelen",1997,"Contrary to Conventional Wisdom, Street Sweeping Can Be an Effective BMP In: Advances in Modeling the Management of Stormwater Impacts",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E294\",\"Contrary to Conventional Wisdom, Street Sweeping Can Be an Effective BMP In: Advances in Modeling the Management of Stormwater Impacts\")","v":"Contrary to Conventional Wisdom, Street Sweeping Can Be an Effective BMP In: Advances in Modeling the Management of Stormwater Impacts"},"Technology & Engineering, CRC Press 1997, 538 Pages","yes","http://www.pacificwr.com/Publications/Chapter9-Contrary_to_Conv_Wisdom.pdf","not available","no","model","n",null,"MM",{"$f":"IFERROR(VLOOKUP(A465,#REF!,2,FALSE),(IF(B465=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM7","MM",7,294,"controlling runoff","porous pavement","yes","no","Aurora, CO","commercial","multiple","flow, nutrients, sediment, toxics",null,"T. Andrew Earles; Jennifer Keyes, CPESC, Eliot Wong",2009,"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E295\",\"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008\")","v":"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008"},"unknown","no",null,"3 years","yes","concentration",{"$f":"IF(OR(U466=\"unknown- need full report\",V466=\"unknown- need full report\",W466=\"unknown- need full report\",I466=\"unknown\",K466=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A466,#REF!,2,FALSE),(IF(B466=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM7","MM",7,294,"controlling runoff","rain garden","yes","no","Aurora, CO","commercial","multiple","flow, nutrients, sediment, toxics",null,"T. Andrew Earles; Jennifer Keyes, CPESC, Eliot Wong",2009,"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E295\",\"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008\")","v":"Monitoring of a Pervious Pavement/Bioswale Infiltration System in Colorado 2006-2008"},"unknown","no",null,"3 years","yes","concentration",{"$f":"IF(OR(U467=\"unknown- need full report\",V467=\"unknown- need full report\",W467=\"unknown- need full report\",I467=\"unknown\",K467=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A467,#REF!,2,FALSE),(IF(B467=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep16","2sweep",16,295,"pollution prevention and municipal operations","street sweeping","no","no","Australia & other overseas locations","mixed urban","sediment","other",null,"T.A. Walker and T.H.F. Wong",1999,"Effectiveness of Street Sweeping for Stormwater Pollution Control Technical Report",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E296\",\"Effectiveness of Street Sweeping for Stormwater Pollution Control Technical Report\")","v":"Effectiveness of Street Sweeping for Stormwater Pollution Control Technical Report"},"Catchment.CRC.Org","yes","http://www.catchment.crc.org.au/pdfs/technical199908.pdf","not applicable","yes","loads","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A468,#REF!,2,FALSE),(IF(B468=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["biofilt7","biofilt",7,296,"controlling runoff","biofilter","no","no","Ontario, Canada","laboratory","sediment","not applicable",null,"Taleban, Vahid\nFinney, Karen\nGharabaghi, Bahram\nMcBean, Ed\nRudra, Ramesh\nVan Seters, Tim",2009,"Effectiveness of Compost Biofilters in Removal of Sediments from Construction Site Runoff.",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E297\",\"Effectiveness of Compost Biofilters in Removal of Sediments from Construction Site Runoff.\")","v":"Effectiveness of Compost Biofilters in Removal of Sediments from Construction Site Runoff."},"Water Quality Research Journal of Canada; 2009, Vol. 44 Issue 1, p71-80, 10p, 1 Black and White Photograph, 2 Diagrams, 5 Charts, 9 Graphs","yes","https://www.cawq.ca/cgi-bin/commerce/add.cgi?language=english&item=article&article=411","unknown- need full report","yes","concentration","y","media filter?","MM",{"$f":"IFERROR(VLOOKUP(A469,#REF!,2,FALSE),(IF(B469=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC67","BC",67,297,"controlling runoff","porous pavement","no","no","not applicable","multiple","multiple","flow, toxics",null,"Tara Hun-Dorris",2005,"Advances in Porous Pavement: Different types of materials and continuing research offer more options",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E298\",\"Advances in Porous Pavement: Different types of materials and continuing research offer more options\")","v":"Advances in Porous Pavement: Different types of materials and continuing research offer more options"},"Stormwater, March-April 2005","yes","http://www.stormh2o.com/march-april-2005/pavement-materials-watershed.aspx","not applicable","no","paper","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A470,#REF!,2,FALSE),(IF(B470=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["bmp18","bmp",18,298,"public education and outreach","education",null,"no","Melbourne, Australia","commercial","other","not applicable",null,"Taylor, Andre; Curnow, Rob; Fletcher, Tim; Lewis, Justin",2007,"Education Campaigns to Reduce Stormwater Pollution in Commercial Areas: Do They Work?",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E299\",\"Education Campaigns to Reduce Stormwater Pollution in Commercial Areas: Do They Work?\")","v":"Education Campaigns to Reduce Stormwater Pollution in Commercial Areas: Do They Work?"},"Journal of Environmental Management, Aug 2007, Vol 84, Issue 3, p323-335","yes","http://www.sciencedirect.com/science/article/pii/S0301479706001563","8 month","yes","paper",{"$f":"IF(OR(U471=\"unknown- need full report\",V471=\"unknown- need full report\",W471=\"unknown- need full report\",I471=\"unknown\",K471=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A471,#REF!,2,FALSE),(IF(B471=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp49","bmp",49,299,"pollution prevention and municipal operations","source control","yes","no","USA, New Zealand, Australia","multiple","multiple","not available",null,"Taylor, Andre; Fletcher, Tim",2007,"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E300\",\"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use\")","v":"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use"},"Environmental Management, May 2007, Vol 39, Issue 5, p663-677","yes","http://www.springerlink.com/content/xj75286801k83514/","not applicable","yes","indirect",{"$f":"IF(OR(U472=\"unknown- need full report\",V472=\"unknown- need full report\",W472=\"unknown- need full report\",I472=\"unknown\",K472=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A472,#REF!,2,FALSE),(IF(B472=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp49","bmp",49,299,"pollution prevention and municipal operations","maintenance practice","yes","no","USA, New Zealand, Australia","multiple","multiple","not available",null,"Taylor, Andre; Fletcher, Tim",2007,"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E300\",\"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use\")","v":"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use"},"Environmental Management, May 2007, Vol 39, Issue 5, p663-677","yes","http://www.springerlink.com/content/xj75286801k83514/","not applicable","yes","indirect",{"$f":"IF(OR(U473=\"unknown- need full report\",V473=\"unknown- need full report\",W473=\"unknown- need full report\",I473=\"unknown\",K473=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A473,#REF!,2,FALSE),(IF(B473=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bmp49","bmp",49,299,"public education and outreach","education","yes","no","USA, New Zealand, Australia","multiple","multiple","not available",null,"Taylor, Andre; Fletcher, Tim",2007,"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E300\",\"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use\")","v":"Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use"},"Environmental Management, May 2007, Vol 39, Issue 5, p663-677","yes","http://www.springerlink.com/content/xj75286801k83514/","not applicable","yes","indirect",{"$f":"IF(OR(U474=\"unknown- need full report\",V474=\"unknown- need full report\",W474=\"unknown- need full report\",I474=\"unknown\",K474=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A474,#REF!,2,FALSE),(IF(B474=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC16","BC",16,300,"controlling runoff","rain garden","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A475,#REF!,2,FALSE),(IF(B475=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","biofilter","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A476,#REF!,2,FALSE),(IF(B476=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","wetlands","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A477,#REF!,2,FALSE),(IF(B477=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","retention pond","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A478,#REF!,2,FALSE),(IF(B478=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC16","BC",16,300,"controlling runoff","porous pavement","yes","no","Western Washington","mixed urban","multiple","nutrients, sediment, toxics",null,"Tetra Tech, Inc.",2010,"Stormwater Best Management Practices (BMP) Performance Analysis",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E301\",\"Stormwater Best Management Practices (BMP) Performance Analysis\")","v":"Stormwater Best Management Practices (BMP) Performance Analysis"},"Washington State Department of Ecology, United States Environmental Protection Agency – Region 10","yes","http://www.epa.gov/region1/npdes/stormwater/assets/pdfs/BMP-Performance-Analysis-Report.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A479,#REF!,2,FALSE),(IF(B479=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B480&C480","v":"rg20"},"rg",20,301,"controlling runoff","rain garden","no","yes","not available","mixed urban","flow","not applicable",null,"Thrall, Lizz",2006,"Rain gardens stem urban storm-water flows",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E302\",\"Rain gardens stem urban storm-water flows\")","v":"Rain gardens stem urban storm-water flows"},"Environmental Science & Technology; 2/15/2006, Vol. 40 Issue 4, p1093-1094",{"$f":"IF(LEN(T480)>0,\"yes\",\"no\")","v":"no"},null,"unknown- need full report","unknown- need full report","flow",{"$f":"IF(OR(U480=\"unknown- need full report\",V480=\"unknown- need full report\",W480=\"unknown- need full report\",I480=\"unknown\",K480=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A480,#REF!,2,FALSE),(IF(B480=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B481&C481","v":"bmp67"},"bmp",67,302,"controlling runoff","LID",null,"yes","Midwest, USA","residential","flow","not applicable",null,"Thurston, Hale W.; Taylor, Michael A.; Shuster, William D.; Roy, Allison H.; Morrison, Matthew A.",2010,"Using a Reverse Auction to Promote Household Level Stormwater Control",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E303\",\"Using a Reverse Auction to Promote Household Level Stormwater Control\")","v":"Using a Reverse Auction to Promote Household Level Stormwater Control"},"Environmental Science & Policy, Aug 2010, Vol 13, Issue 5, p405-414",{"$f":"IF(LEN(T481)>0,\"yes\",\"no\")","v":"yes"},"http://www.sciencedirect.com/science/article/pii/S1462901110000262","1 year","yes","indirect",{"$f":"IF(OR(U481=\"unknown- need full report\",V481=\"unknown- need full report\",W481=\"unknown- need full report\",I481=\"unknown\",K481=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A481,#REF!,2,FALSE),(IF(B481=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B482&C482","v":"2sweep11"},"2sweep",11,303,"pollution prevention and municipal operations","street sweeping","no","no","Tampa, FL","mixed urban","toxics","sediment",null,"Tobin, Graham A; Brinkmann, Robert",2002,"The Effectiveness of Street Sweeper in Removing Pollutants From Road Surfaces in Florida",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E304\",\"The Effectiveness of Street Sweeper in Removing Pollutants From Road Surfaces in Florida\")","v":"The Effectiveness of Street Sweeper in Removing Pollutants From Road Surfaces in Florida"},"Journal of Environmental Science & Health, Part A: Toxic/Hazardous Substances & Environmental Engineering, Sep 2002, Vol 37, no 9, p1687-1700",{"$f":"IF(LEN(T482)>0,\"yes\",\"no\")","v":"yes"},"http://www.tandfonline.com/doi/abs/10.1081/ESE-120015430?journalCode=lesa20#preview","2 days","yes","load","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A482,#REF!,2,FALSE),(IF(B482=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC26","BC",26,304,"pollution prevention and municipal operations","source control","yes","no","not applicable","mixed urban","multiple","bacteria, nutrients, toxics",null,"Tom Schueler, Chris Swann, Tiffany Wright, and Stephanie Sprinkle",2004,"Urban Subwatershed Protection Manual No. 8 - Pollution Source Control Practices Version 1.0",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E305\",\"Urban Subwatershed Protection Manual No. 8 - Pollution Source Control Practices Version 1.0\")","v":"Urban Subwatershed Protection Manual No. 8 - Pollution Source Control Practices Version 1.0"},"Office of Water Management\nUSEPA","yes","http://water.montana.edu/pdfs/ELC_USRM8.pdf","not applicable","no","indirect","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A483,#REF!,2,FALSE),(IF(B483=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B484&C484","v":"MM1"},"MM",1,305,"controlling runoff","manufactured device","no","yes","Australia","mixed urban","sediment","not applicable",null,"Tony H F Wong; Djula Fabian; Richard M. Wootton","unknown","Hydraulic Performance and Sediment Efficiencies of a Dual Outlet CDS Device",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E306\",\"Hydraulic Performance and Sediment Efficiencies of a Dual Outlet CDS Device\")","v":"Hydraulic Performance and Sediment Efficiencies of a Dual Outlet CDS Device"},"ASCE Journal of Hydraulic Engineering",{"$f":"IF(LEN(T484)>0,\"yes\",\"no\")","v":"no"},null,"1/2 year","yes","load",{"$f":"IF(OR(U484=\"unknown- need full report\",V484=\"unknown- need full report\",W484=\"unknown- need full report\",I484=\"unknown\",K484=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A484,#REF!,2,FALSE),(IF(B484=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave2","permpave",2,306,"controlling runoff","porous pavement","yes","no","not available","mixed urban","multiple","bacteria, nutrients, sediment",null,"Tota-Maharaj, Kiran; Scholz, Miklas",2010,"Efficiency of Permeable Pavement Systems for the Removal of Urban Runoff Pollutants Under Varying Environmental Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E307\",\"Efficiency of Permeable Pavement Systems for the Removal of Urban Runoff Pollutants Under Varying Environmental Conditions\")","v":"Efficiency of Permeable Pavement Systems for the Removal of Urban Runoff Pollutants Under Varying Environmental Conditions"},"Environmental Progress & Sustainable Energy; Oct2010, Vol. 29 Issue 3, p358-369","yes","http://onlinelibrary.wiley.com/doi/10.1002/ep.10418/abstract","not available","yes","unknown",{"$f":"IF(OR(U485=\"unknown- need full report\",V485=\"unknown- need full report\",W485=\"unknown- need full report\",I485=\"unknown\",K485=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A485,#REF!,2,FALSE),(IF(B485=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["permpave15","permpave",15,307,"controlling runoff","porous pavement","no","no","Edinburgh, Scotland","mixed urban","multiple","bacteria, nutrients",null,"Tota-Maharaj, Kiran; Scholz, Miklas, Ahmend, T; French, C; Pagaling, E",2010,"The synergy of permeable pavements and geothermal heat pumps for stormwater treatment and reuse",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E308\",\"The synergy of permeable pavements and geothermal heat pumps for stormwater treatment and reuse\")","v":"The synergy of permeable pavements and geothermal heat pumps for stormwater treatment and reuse"},"Environmental Technology; Dec2010, Vol. 31 Issue 14, p1517-1531","yes","http://www.tandfonline.com/doi/abs/10.1080/09593331003782409#preview","3 years","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A486,#REF!,2,FALSE),(IF(B486=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bioinf1","bioinf",1,308,"controlling runoff","LID","no","no","University of Maryland","mixed urban","multiple","bacteria, nutrients, sediment, toxics",null,"Traver, Robert G.\nDavis, Allen P.\nHunt, William F.",2007,"Bioretention And Bioinfiltration BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E309\",\"Bioretention And Bioinfiltration BMPs\")","v":"Bioretention And Bioinfiltration BMPs"},"Stormwater; Oct2007, Vol. 8 Issue 7, p18-30, 7p","yes","http://www.stormh2o.com/october-2007/maryland-impact-development.aspx","unknown- need full report","unknown- need full report","indirect",{"$f":"IF(OR(U487=\"unknown- need full report\",V487=\"unknown- need full report\",W487=\"unknown- need full report\",I487=\"unknown\",K487=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},"bioretention, rather than biofilter","MM",{"$f":"IFERROR(VLOOKUP(A487,#REF!,2,FALSE),(IF(B487=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["bioinf5","bioinf",5,309,"controlling runoff","rain garden","no","no","not available","mixed urban","multiple","not available",null,"Traver, Robert\nClark, Shirley\nHunt, William\nStruck, Scott",2011,"Special Issue on Urban Storm-Water Management in the 21st Century",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E310\",\"Special Issue on Urban Storm-Water Management in the 21st Century\")","v":"Special Issue on Urban Storm-Water Management in the 21st Century"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p113-113, 1p","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p113_s1?bypassSSO=1","unknown- need full report","unknown- need full report","unknown- need full report","y","We don't have the Full Article; pdf is just a summary","MM",{"$f":"IFERROR(VLOOKUP(A488,#REF!,2,FALSE),(IF(B488=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR60","BR",60,310,"controlling runoff","rain garden","no","no","Auckland, New Zealand","industrial","multiple","flow, sediment, toxics",null,"Trowsdale, Sam A. \nSimcock, Robyn",2011,"Urban stormwater treatment using bioretention",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E311\",\"Urban stormwater treatment using bioretention\")","v":"Urban stormwater treatment using bioretention"},"Journal of Hydrology; Feb2011, Vol. 397 Issue 3/4, p167-174, 8p","yes","http://www.sciencedirect.com/science/article/pii/S0022169410007195","not available","yes","concentration & flow","y",null,"mm",{"$f":"IFERROR(VLOOKUP(A489,#REF!,2,FALSE),(IF(B489=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc28","construc",28,311,"controlling runoff","biofilter","yes","no","Hilton Head, SC","other","nutrients","not applicable",null,"Tuerk, Karen J. S.; Aelion, C. Marjorie",2005,"Microbial Nitrogen Removal in a Developing Suburban Estuary Along the South Carolina Coast",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E312\",\"Microbial Nitrogen Removal in a Developing Suburban Estuary Along the South Carolina Coast\")","v":"Microbial Nitrogen Removal in a Developing Suburban Estuary Along the South Carolina Coast"},"Estuaries; Jun2005, Vol. 28 Issue 3, p364-372, 9p","yes","http://www.jstor.org/pss/3526920","not applicable","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A490,#REF!,2,FALSE),(IF(B490=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC31","BC",31,312,"pollution prevention and municipal operations","other","yes","no","not applicable","mixed urban","multiple","not available",null,"United States Environmental Protection Agency",2008,"Evaluating the Effectiveness\nof Municipal Stormwater Programs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E313\",\"Evaluating the Effectiveness\nof Municipal Stormwater Programs\")","v":"Evaluating the Effectiveness\nof Municipal Stormwater Programs"},"United States Environmental Protection Agency and the EPA Region III states of Pennsylvania, Maryland, Delaware, District of Columbia, Virginia and West Virginia","yes","http://nepis.epa.gov/Adobe/PDF/P1001QY0.PDF","not applicable","no","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A491,#REF!,2,FALSE),(IF(B491=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","rain garden","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A492,#REF!,2,FALSE),(IF(B492=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","biofilter","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A493,#REF!,2,FALSE),(IF(B493=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","porous pavement","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A494,#REF!,2,FALSE),(IF(B494=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC34","BC",34,313,"controlling runoff","LID","yes","no","Price George's County, Maryland; Florida; Washington","mixed urban","multiple","flow, nutrients, toxics",null,"United States Environmental Protection Agency",2000,"Low Impact Development (LID) A Literature Review",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E314\",\"Low Impact Development (LID) A Literature Review\")","v":"Low Impact Development (LID) A Literature Review"},"United States Office of Water \nEnvironmental Protection Agency","yes","http://www.lowimpactdevelopment.org/pubs/LID_litreview.pdf","not available","yes","paper","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A495,#REF!,2,FALSE),(IF(B495=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC38","BC",38,314,"controlling runoff","porous pavement","no","no","Various, USA","mixed urban","multiple","flow, toxics",null,"Urban Design Tools",2011,"Permeable Pavers",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E315\",\"Permeable Pavers\")","v":"Permeable Pavers"},"www.lid-stormwater.net","yes","http://www.lid-stormwater.net/permpavers_benefits.htm","1 year","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A496,#REF!,2,FALSE),(IF(B496=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B497&C497","v":"WST19"},"WST",19,315,"public education and outreach","LID","yes","no","not available","mixed urban","multiple","not available",null,"Urbonas, Ben",1994,"Assessment of Stormwater BMPs and their Technology",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E316\",\"Assessment of Stormwater BMPs and their Technology\")","v":"Assessment of Stormwater BMPs and their Technology"},"Water Science & Technology Vol 29 No 1-2 pp 347–353 ",{"$f":"IF(LEN(T497)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/02901/wst029010347.htm","unknown- need full report","unknown- need full report","unknown- need full report",{"$f":"IF(OR(U497=\"unknown- need full report\",V497=\"unknown- need full report\",W497=\"unknown- need full report\",I497=\"unknown\",K497=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A497,#REF!,2,FALSE),(IF(B497=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","detention basin","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E317\",\"Preliminary Data Summary of Urban Storm Water Best Management Practices\")","v":"Preliminary Data Summary of Urban Storm Water Best Management Practices"},"US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A498,#REF!,2,FALSE),(IF(B498=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","retention pond","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A499,#REF!,2,FALSE),(IF(B499=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","infiltration basin","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A500,#REF!,2,FALSE),(IF(B500=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","wetland","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A501,#REF!,2,FALSE),(IF(B501=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","media filter","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A502,#REF!,2,FALSE),(IF(B502=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM17","MM",17,316,"controlling runoff","biofilter","yes","no","Various, USA","multiple","multiple","bacteria, nutrients, sediment, toxics",null,"US EPA Office of Water",1999,"Preliminary Data Summary of Urban Storm Water Best Management Practices","Preliminary Data Summary of Urban Storm Water Best Management Practices","US EPA, Washington DC.","yes","http://yosemite.epa.gov/water/owrccatalog.nsf/e673c95b11602f2385256ae1007279fe/16d34330e16e2bca85256b06007247f3!OpenDocument","not applicable","yes","concentration","no",null,"MM",{"$f":"IFERROR(VLOOKUP(A503,#REF!,2,FALSE),(IF(B503=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["2sweep4","2sweep",4,317,"pollution prevention and municipal operations","street sweeping","no","no","Melbourne, Australia","mixed urban","sediment","nutrients",null,"Vaze, J.; Chiew, Francis H. S.",2002,"Experimental Study of Pollutant Accumulation on an Urban Road Surface",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E318\",\"Experimental Study of Pollutant Accumulation on an Urban Road Surface\")","v":"Experimental Study of Pollutant Accumulation on an Urban Road Surface"},"Urban Water, Dec 2002, Vol 4, Issue 4, p379","yes","http://www.sciencedirect.com/science/article/pii/S1462075802000274","36 days","yes","load","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A504,#REF!,2,FALSE),(IF(B504=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC82","BC",82,318,"controlling runoff","detention basin","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E319\",\"Stormwater Management Measures And Fecal Indicator Bacteria\")","v":"Stormwater Management Measures And Fecal Indicator Bacteria"},"University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A505,#REF!,2,FALSE),(IF(B505=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","biofilter","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A506,#REF!,2,FALSE),(IF(B506=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","wetlands","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A507,#REF!,2,FALSE),(IF(B507=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","media filter","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A508,#REF!,2,FALSE),(IF(B508=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","rain garden","yes","no","Durham, NH","commercial","bacteria","not applicable",null,"Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A509,#REF!,2,FALSE),(IF(B509=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC82","BC",82,318,"controlling runoff","manufactured device","yes","no","Durham, NH","commercial","bacteria","not applicable","Stormwater Management Measures And Fecal Indicator Bacteria","Wadley, Robert A.",2006,"Stormwater Management Measures And Fecal Indicator Bacteria","Stormwater Management Measures And Fecal Indicator Bacteria","University of New Hampshire","yes","http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/unhsc_wildey_thesis_5_06.pdf","1 year","yes","concentration","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A510,#REF!,2,FALSE),(IF(B510=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["JAWRA14","JAWRA",14,319,"controlling runoff","wetlands","no","no","Villanova University, PA","mixed urban","multiple","bacteria, nutrients, sediment",null,"Wadzuk, Bridget M.; Rea, Matthew; Woodruff, Gregg; Flynn, Kelly; Traver, Robert G.",2010,"Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E320\",\"Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions\")","v":"Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions"},"Journal of the American Water Resources Association, Vol 46, Issue 2, p385-394","yes","http://onlinelibrary.wiley.com/doi/10.1111/j.1752-1688.2009.00408.x/abstract","4 years","yes","load",{"$f":"IF(OR(U511=\"unknown- need full report\",V511=\"unknown- need full report\",W511=\"unknown- need full report\",I511=\"unknown\",K511=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A511,#REF!,2,FALSE),(IF(B511=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","manufactured device","yes","yes","Delaware","transportation","multiple","sediment, toxics",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A512,#REF!,2,FALSE),(IF(B512=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","rain garden","yes","yes","Delaware","transportation","multiple","sediment, toxics",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A513,#REF!,2,FALSE),(IF(B513=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","media filter","yes","yes","Delaware","transportation","multiple","sediment, toxics",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A514,#REF!,2,FALSE),(IF(B514=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["CB14","CB",14,320,"controlling runoff","manufactured device","yes","yes","Delaware","transportation","not available","not applicable",null,"Walch, Marianne",2008,"Test-Driving Stormwater BMPs",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E321\",\"Test-Driving Stormwater BMPs\")","v":"Test-Driving Stormwater BMPs"},"Water Environment & Technology, April 2008, Vol 20, Issue 4, p59-62, 4p","yes","http://direct.bl.uk/bld/PlaceOrder.do?UIN=227579820&ETOC=RN&from=searchengine","not available","not available","concentration","yes",null,"mm",{"$f":"IFERROR(VLOOKUP(A515,#REF!,2,FALSE),(IF(B515=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC64","BC",64,321,"controlling runoff","detention basin","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E322\",\"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0\")","v":"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0"},"Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A516,#REF!,2,FALSE),(IF(B516=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","retention pond","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A517,#REF!,2,FALSE),(IF(B517=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","biofilter","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A518,#REF!,2,FALSE),(IF(B518=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","porous pavement","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A519,#REF!,2,FALSE),(IF(B519=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","LID","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A520,#REF!,2,FALSE),(IF(B520=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","rain garden","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A521,#REF!,2,FALSE),(IF(B521=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC64","BC",64,321,"controlling runoff","other","yes","no","not applicable","mixed urban","multiple","not available",null,"Water Environment Research",2009,"User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","User's Guide to the BMP and LID Whole Life Cost Models, Version 2.0","Water Environment Research Foundation, 2009","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=SW2R08&ID=SW2R08","not available","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A522,#REF!,2,FALSE),(IF(B522=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B523&C523","v":"BR19"},"BR",19,322,"controlling runoff","rain garden","no","no","Oklahoma","laboratory","multiple","flow, toxics",null,"Wei Zhang\nBrown, Glenn O.\nHailin Zhang\nStorm, Daniel E",2008,"Fly-Ash-Amended Sand as Filter Media in Bioretention Cells to Improve Phosphorus Removal",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E323\",\"Fly-Ash-Amended Sand as Filter Media in Bioretention Cells to Improve Phosphorus Removal\")","v":"Fly-Ash-Amended Sand as Filter Media in Bioretention Cells to Improve Phosphorus Removal"},"Water Environment Research (10614303); Jun2008, Vol. 80 Issue 6, p507-516, 10p, 5 Charts, 4 Graphs",{"$f":"IF(LEN(T523)>0,\"yes\",\"no\")","v":"yes"},"http://www.biomedsearch.com/nih/Fly-ash-amended-sand-as/18686926.html","not available","unknown","concentration & flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A523,#REF!,2,FALSE),(IF(B523=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC65","BC",65,323,"controlling runoff","other","yes","yes","not applicable","mixed urban","multiple","not available",null,"Weinstein, Neil; Cotting, Jennifer; Nees, Dan; Downing, Sara, Lee, Jeff; Tauber, Benjamin; English, Ann; Kloss, Christopher; Glass, Charles; Huber, Wayne; Morgan, Tracy",2009,"Decentralized Stormwater Controls for Urban Retrofit and Combined Sewer Overflow Reduction: Phase II",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E324\",\"Decentralized Stormwater Controls for Urban Retrofit and Combined Sewer Overflow Reduction: Phase II\")","v":"Decentralized Stormwater Controls for Urban Retrofit and Combined Sewer Overflow Reduction: Phase II"},"Water Environment Research Foundation, 01/09","yes","http://www.werf.org/AM/Template.cfm?Section=Search&Template=/CustomSource/Research/ResearchProfile.cfm&ReportId=03-SW-3a&ID=03-SW-3a","not applicable","no","paper, model","have full report",null,"COD",{"$f":"IFERROR(VLOOKUP(A524,#REF!,2,FALSE),(IF(B524=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BR10","BR",10,324,"controlling runoff","rain garden","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E325\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A525,#REF!,2,FALSE),(IF(B525=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","detention basin","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A526,#REF!,2,FALSE),(IF(B526=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","retention pond","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A527,#REF!,2,FALSE),(IF(B527=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","media filter","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A528,#REF!,2,FALSE),(IF(B528=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","wetlands","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A529,#REF!,2,FALSE),(IF(B529=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BR10","BR",10,324,"controlling runoff","infiltration basin","yes","no","Various, USA","multiple","multiple","nutrients, sediment",null,"Weiss, Peter T.\nGulliver, John S.\nErickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices","Cost and Pollutant Removal of Storm-Water Treatment Practices","Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p, 6 Charts, 12 Graphs","yes","http://ascelibrary.org/wro/resource/1/jwrmd5/v133/i3/p218_s1?isAuthorized=no","not applicable","yes","Indirect","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A530,#REF!,2,FALSE),(IF(B530=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","detention basin","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A531,#REF!,2,FALSE),(IF(B531=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","retention pond","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A532,#REF!,2,FALSE),(IF(B532=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","media filter","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A533,#REF!,2,FALSE),(IF(B533=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","wetlands","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A534,#REF!,2,FALSE),(IF(B534=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["construc8","construc",8,325,"controlling runoff","infiltration basin","yes","no","USA","other","multiple","nutrients, sediment",null,"Weiss, Peter T.; Gulliver, John S.; Erickson, Andrew J.",2007,"Cost and Pollutant Removal of Storm-Water Treatment Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E326\",\"Cost and Pollutant Removal of Storm-Water Treatment Practices\")","v":"Cost and Pollutant Removal of Storm-Water Treatment Practices"},"Journal of Water Resources Planning & Management; May/Jun2007, Vol. 133 Issue 3, p218-229, 12p","yes","http://www.natsys-inc.com/media/cost-and-pollutant-removal-of-storm-water-treatment-practices_weiss_gulliver_erickson_2007.pdf","not applicable","yes","load","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A535,#REF!,2,FALSE),(IF(B535=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC86","BC",86,326,"controlling runoff","infiltration basin","no","no","Various, USA","multiple","multiple","bacteria, nutrients, toxics",null,"Weiss, Peter t; LeFevre, Greg; Gulliver, John S.",2008,"Contamination of Soil and Groundwater Due to Stormwater Infiltration Practices",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E327\",\"Contamination of Soil and Groundwater Due to Stormwater Infiltration Practices\")","v":"Contamination of Soil and Groundwater Due to Stormwater Infiltration Practices"},"University of Minnesota","yes","http://www.pca.state.mn.us/index.php/view-document.html?gid=7732","not applicable","no","paper","Yes","indirectly relevant","MM",{"$f":"IFERROR(VLOOKUP(A536,#REF!,2,FALSE),(IF(B536=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC79","BC",79,327,"multiple",null,"yes","yes","multiple","mixed urban","multiple","not available",null,"WERF, ASCE, EWRI, APWA, FHWA, USEPA",2011,"International Stormwater Best Management Practices (BMP) Database",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E328\",\"International Stormwater Best Management Practices (BMP) Database\")","v":"International Stormwater Best Management Practices (BMP) Database"},"ASCE, WERF","yes","http://www.bmpdatabase.org/","15 years","yes","concentration and flow","y","Duplicate? Seems like Int'l database is listed multiple times","MM",{"$f":"IFERROR(VLOOKUP(A537,#REF!,2,FALSE),(IF(B537=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["LID15","LID",15,328,"controlling runoff","biofilter","no","no","Piedmont Plateau, NC","commercial","multiple","nutrients, sediment",null,"Winston, R. J.; Hunt III, William; Osmond, D.; Lord, W. G.; Woodward, M. D.\n",2011,"Field Evaluation of Four Level Spreader-Vegetative Filter Strips to Improve Urban Storm-Water Quality",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E329\",\"Field Evaluation of Four Level Spreader-Vegetative Filter Strips to Improve Urban Storm-Water Quality\")","v":"Field Evaluation of Four Level Spreader-Vegetative Filter Strips to Improve Urban Storm-Water Quality"},"Journal of Irrigation & Drainage Engineering; Mar2011, Vol. 137 Issue 3, p170-182, 13p, 1 Color Photograph, 2 Diagrams, 15 Charts, 6 Graphs, 1 Map","yes","http://ascelibrary.org/iro/resource/1/jidedh/v137/i3/p170_s1?isAuthorized=no","1 year","yes","concentration",{"$f":"IF(OR(U538=\"unknown- need full report\",V538=\"unknown- need full report\",W538=\"unknown- need full report\",I538=\"unknown\",K538=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A538,#REF!,2,FALSE),(IF(B538=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["MM20","MM",20,329,"controlling runoff","CB cleaning","no","no","Alameda County, CA","multiple","multiple","sediment, toxics",null,"Woodward-Clyde Consultants",1994,"Storm Inlet Pilot Study",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E330\",\"Storm Inlet Pilot Study\")","v":"Storm Inlet Pilot Study"},"Alameda County Urban Runoff Clean Water Program: A Consortium of Local Agencies","no",null,"1 year","yes","load",{"$f":"IF(OR(U539=\"unknown- need full report\",V539=\"unknown- need full report\",W539=\"unknown- need full report\",I539=\"unknown\",K539=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"MM",{"$f":"IFERROR(VLOOKUP(A539,#REF!,2,FALSE),(IF(B539=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC20","BC",20,330,"controlling runoff","detention basin","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E331\",\"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria\")","v":"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria"},"Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A540,#REF!,2,FALSE),(IF(B540=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","retention pond","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A541,#REF!,2,FALSE),(IF(B541=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","media filter","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A542,#REF!,2,FALSE),(IF(B542=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","biofilter","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A543,#REF!,2,FALSE),(IF(B543=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","wetlands","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A544,#REF!,2,FALSE),(IF(B544=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
["BC20","BC",20,330,"controlling runoff","manufactured device","yes","no","multiple","mixed urban","bacteria","flow, nutrients",null,"Wright Water Engineers, Inc.\nGeosyntec Consultants",2010,"International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","International Stormwater Best Management Practices (BMP) Database Pollutant Category Summary: Fecal Indicator Bacteria","Water Environment Research Foundation\nFederal Highway Administration\nEnvironment and Water Resources Institute of the\nAmerican Society of Civil Engineers","yes","http://www.bmpdatabase.org/Docs/BMP%20Database%20Bacteria%20Paper%20Dec%202010.pdf","not applicable","yes","concentration","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A545,#REF!,2,FALSE),(IF(B545=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]
[{"$f":"B546&C546","v":"WST2"},"WST",2,331,"controlling runoff","porous pavement","no","no","not available","mixed urban","toxics","not applicable",null,"Xuheng Kuang; John Sansalone",2011,"Cementitious porous pavement in stormwater quality control: pH and alkalinity elevation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E332\",\"Cementitious porous pavement in stormwater quality control: pH and alkalinity elevation\")","v":"Cementitious porous pavement in stormwater quality control: pH and alkalinity elevation"},"Water Science and Technology, Vol 63, No 12, p2992-2998",{"$f":"IF(LEN(T546)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/06312/wst063122992.htm","unknown- need full report","yes","concentration",{"$f":"IF(OR(U546=\"unknown- need full report\",V546=\"unknown- need full report\",W546=\"unknown- need full report\",I546=\"unknown\",K546=\"unknown- need full report\"),\"yes\",\"no\")","v":"yes"},null,"MM",{"$f":"IFERROR(VLOOKUP(A546,#REF!,2,FALSE),(IF(B546=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B547&C547","v":"construc5"},"construc",5,332,"controlling runoff","other","no","no","Los Angeles, CA","mixed urban","nutrients","not applicable",null,"Yanamadala, Vijay",2005,"Calcium Carbonate Phosphate Binding Ion Exchange Filtration and Accelerated Denitrification Improve Public Health Standards and Combat Eutrophication in Aquatic Ecosystems",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E333\",\"Calcium Carbonate Phosphate Binding Ion Exchange Filtration and Accelerated Denitrification Improve Public Health Standards and Combat Eutrophication in Aquatic Ecosystems\")","v":"Calcium Carbonate Phosphate Binding Ion Exchange Filtration and Accelerated Denitrification Improve Public Health Standards and Combat Eutrophication in Aquatic Ecosystems"},"Water Environment Research (10614303); Nov/Dec2005, Vol. 77 Issue 6, p3003-3012",{"$f":"IF(LEN(T547)>0,\"yes\",\"no\")","v":"yes"},"http://www.ncbi.nlm.nih.gov/pmc/articles/PMC2810262/pdf/nihms-168582.pdf","not available","yes","concentration","yes","in lake treatment (vs. storm)","MM",{"$f":"IFERROR(VLOOKUP(A547,#REF!,2,FALSE),(IF(B547=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B548&C548","v":"BR11"},"BR",11,333,"controlling runoff","rain garden","no","no","Wooster, OH","laboratory","multiple","flow, nutrients, toxics ",null,"Yang, H.\nFlorence, D. C.\nMcCoy, E. L.\nDick, W. A.\nGrewal, P. S.",2009,"Design and hydraulic characteristics of a field-scale bi-phasic bioretention rain garden system for storm water management",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E334\",\"Design and hydraulic characteristics of a field-scale bi-phasic bioretention rain garden system for storm water management\")","v":"Design and hydraulic characteristics of a field-scale bi-phasic bioretention rain garden system for storm water management"},"Water Science & Technology; 2009, Vol. 59 Issue 9, p1863-1872, 10p, 1 Diagram, 4 Charts, 3 Graphs",{"$f":"IF(LEN(T548)>0,\"yes\",\"no\")","v":"yes"},"http://www.iwaponline.com/wst/05909/wst059091863.htm","not applicable","yes","concentration & flow","y",null,"MM",{"$f":"IFERROR(VLOOKUP(A548,#REF!,2,FALSE),(IF(B548=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B549&C549","v":"construc26"},"construc",26,334,"controlling runoff","source control","no","no","Auburn, AL","laboratory","sediment","not applicable",null,"Zech, W. C.; Halverson, J. L.; Clement, T. P.",2008,"Intermediate-Scale Experiments to Evaluate Silt Fence Designs to Control Sediment Discharge from Highway Construction Sites",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E335\",\"Intermediate-Scale Experiments to Evaluate Silt Fence Designs to Control Sediment Discharge from Highway Construction Sites\")","v":"Intermediate-Scale Experiments to Evaluate Silt Fence Designs to Control Sediment Discharge from Highway Construction Sites"},"Journal of Hydrologic Engineering; Jun2008, Vol. 13 Issue 6, p497-504, 8p",{"$f":"IF(LEN(T549)>0,\"yes\",\"no\")","v":"yes"},"http://www.eng.auburn.edu/~clemept/publsihed_pdf/ASCE_slitfence.pdf","not applicable","yes","concentration","yes",null,"MM",{"$f":"IFERROR(VLOOKUP(A549,#REF!,2,FALSE),(IF(B549=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
[{"$f":"B550&C550","v":"PSC13"},"PSC",13,335,"controlling runoff","porous pavement","yes","no","not available","mixed urban","sediment","not applicable",null,"Zheng Teng\nSansalone, John",2004,"In Situ Partial Exfiltration of Rainfall Runoff. II: Particle Separation",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E336\",\"In Situ Partial Exfiltration of Rainfall Runoff. II: Particle Separation\")","v":"In Situ Partial Exfiltration of Rainfall Runoff. II: Particle Separation"},"Journal of Environmental Engineering; Sep2004, Vol. 130 Issue 9, p1008-1020",{"$f":"IF(LEN(T550)>0,\"yes\",\"no\")","v":"yes"},"http://cedb.asce.org/cgi/WWWdisplay.cgi?143146","not available","unknown","concentration",{"$f":"IF(OR(U550=\"unknown- need full report\",V550=\"unknown- need full report\",W550=\"unknown- need full report\",I550=\"unknown\",K550=\"unknown- need full report\"),\"yes\",\"no\")","v":"no"},null,"COD",{"$f":"IFERROR(VLOOKUP(A550,#REF!,2,FALSE),(IF(B550=\"BC\",\"FULL ARTICLE\",\"\")))","v":""}]
["BC29","BC",29,336,"pollution prevention and municipal operations","other","yes"," no","not applicable","mixed urban","multiple","bacteria, nutrients, sediment",null,"not available",2010,"2010 Watershed Treatment Model (WTM) User’s Guide – Beta",{"$f":"HYPERLINK(\"[BMP_Effectiveness_Database.xlsm]'Literature Summaries'!E337\",\"2010 Watershed Treatment Model (WTM) User’s Guide – Beta\")","v":"2010 Watershed Treatment Model (WTM) User’s Guide – Beta"},"Conference: From the Rooftop to the Bay","no",null,"not applicable","yes","model","no",null,"BJR",{"$f":"IFERROR(VLOOKUP(A551,#REF!,2,FALSE),(IF(B551=\"BC\",\"FULL ARTICLE\",\"\")))","v":"FULL ARTICLE"}]