Effectiveness of LID for commercial development in North Carolina

Journal of Environmental Engineering (United States)

Volumn 138, Issue 6, 2012, Pages 680-688

  Line, D E ^a   Brown, R A ^a   Hunt, W F ^a   Lord, W G ^b  

^a North Carolina State University   (United States)

^b North Carolina Cooperative Extension Service   (United States)

Author keywords

North Carolina; Runoff; Stormwater management; Sustainable development

Indexed keywords

AMMONIA NITROGEN; COASTAL PLAIN; COMMERCIAL DEVELOPMENT; COMMERCIAL SITES; DETENTION BASIN; LOW IMPACT DEVELOPMENT; NITRITE NITROGEN; NORTH CAROLINA; PARKING LOTS; PHYSIOGRAPHIC REGIONS; POLLUTANT CONCENTRATION; RAIN GAUGES; RAINFALL RATIO; STORM EVENTS; STORM RUNOFF; STORMWATER CONTROL; STORMWATER MANAGEMENTS; TOTAL KJELDAHL NITROGENS; TOTAL PHOSPHORUS; TOTAL SUSPENDED SOLIDS; URBAN AREAS;

NITROGEN; NITROGEN OXIDES; STORM SEWERS; STORMS; SUSTAINABLE DEVELOPMENT; WATER POLLUTION;

RUNOFF;

COASTAL PLAIN; CONCENTRATION (COMPOSITION); NITROGEN COMPOUND; PHOSPHORUS; POLLUTANT TRANSPORT; RAINFALL-RUNOFF MODELING; STORMWATER; SUSPENDED LOAD; WATER MANAGEMENT;

NORTH CAROLINA; UNITED STATES;

EID: 84868530394     PISSN: 07339372     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EE.1943-7870.0000515     Document Type: Article

References (34)

1. Bean, E. Z., Hunt, W. F., and Bidelspach, D. A. (2007). " Evaluation of four permeable pavement sites in eastern North Carolina for runoff reduction and water quality impacts." J. Irrig. Drain. Eng. JIDEDH 0733-9437, 133 (6), 583-592. 10.1061/(ASCE)0733-9437(2007)133:6(583)
2. Bedan, E. S., and Clausen, J. C. (2009). " Stormwater runoff quality and quantity from traditional and low impact development watersheds." J. Am. Water Resour. Assoc. JWRAF5 1093-474X, 45 (4), 998-1008. 10.1111/j.1752-1688.2009.00342.x
3. Borden, R. C. (2001). " Performance evaluation of regional wet detention ponds and a wetland for urban nonpoint source control." Rep. No. 335, Univ. of North Carolina Water Resources Research Institute, Raleigh, NC.
4. Bratieres, K., Fletcher, T. D., Deletic, A., and Zinger, Y. (2008). " Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study." Water Res. WATRAG 0043-1354, 42 (14), 3930-3940. 10.1016/j.watres.2008.06.009
5. Brattebo, B. O., and Booth, D. B. (2003). " Long-term stormwater quantity and quality performance of permeable pavement systems." Water Res. WATRAG 0043-1354, 37 (18), 4369-4376. 10.1016/S0043-1354(03)00410-X
6. Brown, R. A., and Hunt, W. F. (2011). " Impacts of media depth on effluent water quality and hydrologic performance of undersized bioretention cells." J. Irrig. Drain. Eng. JIDEDH 0733-9437, 137 (3), 132-143. 10.1061/(ASCE)IR.1943-4774.0000167
7. Claytor, R. A., and Schueler, T. R. (1996). " Design of stormwater filtering systems." Center for Watershed Protection, Ellicott City, MD.
8. Collins, K. A., Hunt, W. F., and Hathaway, J. M. (2010). " Side-by-side comparison of nitrogen species removal at four types of permeable pavements and standard asphalt in eastern North Carolina." J. Hydrol. Eng. JHYEFF 1084-0699, 15 (6), 512-521. 10.1061/(ASCE)HE.1943-5584.0000139
9. Davis, A. P. (2005). " Green engineering principles promote low-impact development." Environ. Sci. Technol. ESTHAG 0013-936X, 39 (16), 338A-344A. 10.1021/es053327e
10. Davis, A. P., Shokouhian, M., Sharma, H., and Minami, C. (2001). " Laboratory study of biological retention for urban stormwater management." Water Environ. Res. WAERED 1061-4303, 73 (1), 5-14. 10.2175/106143001X138624
11. Davis, A. P., Shokouhian, M., Sharma, H., and Minami, C. (2006). " Water quality improvement through bioretention media: Nitrogen and phosphorus removal." Water Environ. Res. WAERED 1061-4303, 78 (3), 284-293. 10.2175/106143005X94376
12. Dietz, M. E., and Clausen, J. C. (2005). " A field evaluation of rain garden flow and pollutant treatment." Water Air Soil Pollut. WAPLAC 0049-6979, 167 (1-4), 123-138. 10.1007/s11270-005-8266-8
13. Dietz, M. E., and Clausen, J. C. (2008). " Stormwater runoff and export changes with development in a traditional and low impact subdivision." J. Environ. Manage. JEVMAW 0301-4797, 87 (4), 560-566. 10.1016/j.jenvman.2007.03.026
14. Eaton, A. D., Clesceri, L. S., and Greenberg, A. R. (1995). Standard methods for the examination of water and wastewater, 19th Ed., American Public Health Association, Washington, DC.
15. Hood, M. J., Clausen, J. C., and Warner, G. S. (2007). " Comparison of stormwater lag times for low impact and traditional residential development." J. Am. Water Resour. Assoc. JWRAF5 1093-474X, 43 (4), 1036-1046. 10.1111/j.1752-1688.2007.00085.x
16. Hsieh, C.-H., and Davis, A. P. (2005). " Multiple-event study of bioretention for treatment of urban storm water runoff." Water Sci. Technol. WSTED4 0273-1223, 51 (3-4), 177-181.
17. Hunt, W. F., Jarrett, A. R., Smith, J. T., and Sharkey, L. J. (2006). " Evaluating bioretention hydrology and nutrient removal at three field sites in North Carolina." J. Irrig. Drain. Eng. JIDEDH 0733-9437, 132 (6), 600-608. 10.1061/(ASCE)0733-9437(2006)132:6(600)
18. Hunt, W. F., Smith, J. T., Jadlocki, S. J., Hathaway, J. M., Eubanks, P. R. (2008). " Pollutant removal and peak flow mitigation by a bioretention cell in urban Charlotte, NC." J. Environ. Eng. JOEEDU 0733-9372, 134 (5), 403-408. 10.1061/(ASCE)0733-9372(2008)134:5(403)
19. Kim, H., Seagren, E. A., and Davis, A. P. (2003). " Engineered bioretention for removal of nitrate from stormwater runoff." Water Environ. Res. WAERED 1061-4303, 75 (4), 355-367. 10.2175/106143003X141169
20. Lee, J. H., and Bang, K. W. (2000). " Characterization of urban stormwater runoff." Water Res. WATRAG 0043-1354, 34 (6), 1773-1780. 10.1016/S0043-1354(99)00325-5
21. Li, H., Sharkey, L. J., Hunt, W. F., and Davis, A. P. (2009). " Mitigation of impervious surface hydrology using bioretention in North Carolina and Maryland." J. Hydrol. Eng. JHYEFF 1084-0699, 14 (4), 407-415. 10.1061/(ASCE)1084-0699(2009)14:4(407)
22. Line, D. E., and Hunt, W. F. (2009). " Performance of a bioretention area and a level spreader-grass filter strip at two highway sites in North Carolina." J. Irrig. Drain. Eng. JIDEDH 0733-9437, 135 (2), 217-224. 10.1061/(ASCE)0733-9437(2009)135:2(217)
23. Line, D. E., and White, N. M. (2007). " Effects of development on runoff and pollutant export." Water Environ. Res. WAERED 1061-4303, 79 (2), 185-190. 10.2175/106143006X111736
24. Line, D. E., White, N. M., Osmond, D. L., Jennings, G. D., and Mojonnier, C. B. (2002). " Pollutant export from various land uses in the upper Neuse River Basin." Water Environ. Res. WAERED 1061-4303, 74 (1), 100-108. 10.2175/106143002X139794
25. Lucas, W. C., and Greenway, M. (2008). " Nutrient retention in vegetated and nonvegetated bioretention mesocosms." J. Irrig. Drain. Eng. JIDEDH 0733-9437, 134 (5), 613-623. 10.1061/(ASCE)0733-9437(2008)134:5(613)
26. North Carolina Division of Water Quality (NCDWQ). (1994). " Tar-Pamlico basinwide water quality management plan: December 1994." North Carolina Division of Water Quality, Raleigh, NC.
27. Pagotto, C., Legret, M., and Cloirec, P. Le (2000). " Comparison of the hydraulic behaviour and the quality of highway runoff water according to the type of pavement." Water Res. WATRAG 0043-1354, 34 (18), 4446-4454. 10.1016/S0043-1354(00)00221-9
28. Passeport, E., and Hunt, W. F. (2009). " Asphalt parking lot runoff nutrient characterization for eight sites in North Carolina." J. Hydrol. Eng. JHYEFF 1084-0699, 14 (4), 352-361. 10.1061/(ASCE)1084-0699(2009)14:4(352)
29. Pratt, C. J., Mantle, J. D. G., and Schofield, P. A. (1995). " UK research into the performance of permeable pavement, reservoir structures in controlling stormwater discharge quantity and quality." Water Sci. Technol. WSTED4 0273-1223, 32 (1), 63-69. 10.1016/0273-1223(95)00539-Y
30. Roseen, R. M., Ballestero, T. P., Houle, J. J., Avelleneda, P., Widley, R., and Briggs, J. (2006). " Storm water low-impact development, conventional structural and manufactured treatment strategies for parking lot runoff: Performance evaluations under varied mass loading calculations." Transportation Research Record 1984, Transportation Research Board, Washington, DC, 135-147.
31. Rushton, B. (2001). " Low-impact parking lot design reduces runoff and pollutant loads." J. Water Resour. Plann. Manage. JWRMD5 0733-9496, 127 (3), 172-179. 10.1061/(ASCE)0733-9496(2001)127:3(172)
32. SAS. (1985). SAS/STAT guide for personal computers, version, 6th Ed., SAS Institute Inc., Cary, NC.
33. Schueler, T. R., and Holland, H. K. (2000). " Article 65: Irreducible pollutant concentrations discharged from stormwater practices." The practice of watershed protection, Center for Watershed Protection, Ellicott City, MD, 377-380.
34. Wu, J. S., Allan, C. J., and Evett, J. B. (1998). " Characterization and pollutant loading estimation for highway runoff." J. Environ. Eng. JOEEDU 0733-9372, 124 (7), 584-592. 10.1061/(ASCE)0733-9372(1998)124:7(584)