Potential for Existing Detention Basins to Comply with Updated Stormwater Rules: Case Study
Publication: Journal of Hydrologic Engineering
Volume 21, Issue 1
Abstract
In 2004 the State of New Jersey updated its stormwater management regulations with stricter design standards for attenuating peak flow, improving water quality, and recharging groundwater. This case study modeled four properties in Middlesex County, New Jersey to examine the potential of basins built before 2004 to comply with the new design standards. None of the models meets all aspects of the 2004 regulations. The model of a 10-year-old residential site produces results within 10% of two of the peak flow reduction targets and provides 18% of the target groundwater recharge volume. The model of a 32-year-old basin does not meet any of the peak flow reduction targets, has a detention time of less than 1 h and infiltrates 1% of its target recharge volume. A hypothetical hydraulic conductivity of was added to the models to explore the potential effects of a soil restoration technique such as deep tillage. With this rate, the groundwater recharge for the 10-, 21-, and 32-year-old models increases to 101, 21, and 22% of their target volumes.
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Acknowledgments
This project was funded by a McIntyre-Stennis Grant. The authors thank Dr. Jason Grabosky and Dr. Christopher Uchrin for their guidance and suggestions. Additionally, Dr. Daniel Gimenez, Jessica Brown, Joanna Marino, and Tara Nietzhold all provided invaluable help developing methods and collecting data for the project.
References
Aggelides, S. M., and Londra, P. A. (2000). “Effects of compost produced from town wastes and sewage sludge on the physical properties of a loamy and a clay soil.” Bioresour. Technol., 71(3), 253–259.
Angulo-Jaramillo, R., et al. (2000). “Field measurement of soil surface hydraulic properties by disc and ring infiltrometers: A review and recent developments.” Soil Tillage Res., 55(1–2), 1–29.
Bavor, H. J., Davies, C. M., and Sakadevan, K. (2001). “Stormwater treatment: Do constructed wetlands yield improved pollutant management performance over a detention pond system?” Water Sci. Technol., 44(11–12), 565–570.
Blick, S. A., Kelly, F., and Skupien, J. J. (2004). “New Jersey stormwater best management practices manual.” New Jersey Dept. of Environmental Protection, Trenton, NJ.
Bonnin, G. M., Martin, D., Lin, B., Parybok, T., Yekta, M., and Riley, D. (2005). “Precipitation-frequency atlas of the United States.” National Weather Service, National Oceanic and Atmospheric Administration, Silver Spring, MD.
Clary, J., and Leisenring, M. (2012). “Narrative overview of BMP database study characteristics.” 〈http://www.bmpdatabase.org/Docs/Simple%20Summary%20BMP%20Database%20July%202012%20Final.pdf〉 (Apr. 3, 2013).
Cogger, C. G. (2005). “Potential compost benefits for restoration of soils disturbed by urban development.” Compos. Sci. Util., 13(4), 243–251.
Davis, A. P., Hunt, W. F., Traver, R. G., and Clar, M. (2009). “Bioretention technology: Overview of current practice and future needs.” J. Environ. Eng., 109–117.
Gardner, W. R. (1958). “Some steady state solutions of unsaturated moisture flow equations with application to evaporation from a water table.” Soil Sci., 85(4), 228–232.
Grismer, M. E., Schnurrenberger, C., Arst, R., and Hogan, M. P. (2009). “Integrated monitoring and assessment of soil restoration treatments in the Lake Tahoe basin.” Environ. Monitor. Assess., 150(1–4), 365–383.
Guo, J. C. Y. (2009). “Retrofitting detention basin with water quality control pool.” J. Irrig. Drain. Eng., 671–675.
Guo, Q., Agnoli, N. W., Zhang, N. P., and Hayes, B. D. (2000). “Hydraulic and water quality performance of urban storm water detention basin before and after outlet modification.” Proc., 2000 Joint Conf. on Water Resources Engineering and Water Resources Planning and Management, ASCE, Reston, VA.
Haestad, M., and Durrans, S. R. (2003). “System components, models, and the design process.” Stormwater conveyance modeling and design, Haestad Press, Waterbury, CT, 17–48.
Haynes, M., McLaughlin, R., and Heitman, J. (2013). “Comparison of methods to remediate compacted soils for infiltration and vegetative establishment.” Open J. Soil Sci., 3(5), 225–234.
Hogan, D. M., and Walbridge, M. R. (2007). “Best management practices for nutrient and sediment retention in urban stormwater runoff.” J. Environ. Qual., 36(2), 386–395.
Hozalski, R., Erickson, A., and Gulliver, J. (2007). “A new approach for assessing the performance of stormwater best management practices.” World Environmental and Water Resources Congress 2007, ASCE, Reston, VA, 1–8.
Hunt, W. F., and Lord, W. G. (2006). “Urban waterways: Bioretention performance, design, construction, and maintenance.” 〈www.bae.ncsu.edu/stormwater/PublicationFiles/Bioretention2006.pdf〉 (Dec. 29, 2014).
Jens, S. W., and Reitz, H. M. (1975). “Some notes on changing approaches to urban stormwater management.” Proc., National Symp. on Urban Hydrology and Sediment Control, Univ. of Kentucky, Lexington, KY, 123–130.
Jeong, J., et al. (2013). “Modeling sedimentation-filtration basins for urban watersheds using soil and water assessment tool.” J. Environ. Eng., 838–848.
Lathrop, R. G., and Hasse, J.(2010). “Tracking New Jersey’s dynamic landscape: Urban growth and open space loss 1986-1995-2002.” 〈crssa.rutgers.edu/projects/lc/download/urbangrowth86_95_02/HasseLathrop_njluc_final_report_07_14_08.pdf〉 (Dec. 29, 2014).
Lemer, A. C. (1996). “Infrastructure obsolescence and design service life.” J. Infrastruct. Syst., 153–161.
Livingston, E. H., Shaver, E., and Skupien, J. J. (1997). “Maintenance considerations for facility owners.” Operation, maintenance, & management of stormwater management systems, Watershed Management Institute, Ingleside, MD, 5-1–5-15.
Middleton, J. R., and Barret, M. E. (2008). “Water quality performance of a batch-type stormwater detention basin.” Water Environ. Res., 80(2), 172–178.
Neil, F. C. (1982). “Urban stormwater management APWA report highlights.” Proc., Conf. on Stormwater Detention Facilities– Planning, Design, Operation, and Maintenance, ASCE, Reston, VA, 11–15.
NJDEP (New Jersey Department of Environmental Protection). (1983). “Stormwater mangement rules.”, Trenton, NJ.
NJDEP (New Jersey Department of Environmental Protection). (2004). “Stormwater mangement rules.”, Trenton, NJ.
NRC (National Research Council). (2008). Urban stormwater management in the United States, National Academies Press, Washington, DC.
NRCS (Natural Resources Conservation Service). (2012). “Web soil survey, United States department of agriculture.” 〈http://websoilsurvey.nrcs.usda.gov/〉 (Mar. 26, 2013).
OCDP (Ocean County Department of Planning). (2008). “Atlantic coastal watershed program grant: Stormwater basin and storm drain retrofitting projects in support of the Barnegat Bay watershed.” 〈http://www.planning.co.ocean.nj.us/watershed/docs/rp03-036_final_report.pdf〉 (Sept. 19, 2013).
PADEP (Pennsylvania Department of Environmental Protection). (2006). “Section 6: Structural BMPs.” 〈http://www.dep.state.pa.us/dep/subject/advcoun/stormwater/manual_draftjan05/section06-structuralbmps-part3.pdf〉 (Mar. 28, 2013).
Pitt, R., Chen, S., and Clark, S. (2002). “Compacted urban soils effects on infiltration and bioretention stormwater control designs.” Global Solutions for Urban Drainage, ASCE, Reston, VA, 1–21.
Reynolds, W. D. (1993). “Unsaturated hydraulic conductivity: Field measurement.” Soil sampling and methods of analysis, Lewis, Boca Raton, FL, 633–644.
Reynolds, W. D., Bowman, B. T., Brunke, R. R., Drury, C. F., and Tan, C. S. (2000). “Comparison of tension infiltrometer, pressure infiltrometer, and soil core estimates of saturated hydraulic conductivity.” Soil Sci. Soc. Am. J., 64(2), 478–484.
Si, B. C., and Bodhinayake, W. (2005). “Determining soil hydraulic properties from tension infiltrometer measurements: Fuzzy regression.” Soil Sci. Soc. Am. J., 69(6), 1922–1930.
Strudley, M. W., Green, T. R., and Ascough, J. C., II (2008). “Tillage effects on soil hydraulic properties in space and time: State of the science.” Soil Tillage Res., 99(1), 4–48.
Tedrow, J. C. F. (1986). Geology, soils of the piedmont, soils of the coastal plain, soils of New Jersey, Krieger, Malabar, FL, 261–418.
USEPA (United States Environmental Protection Agency). (1983). “Characteristics of urban runoff.” Results of the nationwide urban runoff program, Vol. 1, Water Planning Division, Washington, DC, 6-1–6-64.
UWRWA (Upper White River Watershed Alliance). (2013). “Stormwater technical standards– Soil restoration fact sheet.” 〈http://www.uwrwa.org/find/bmpDocs/S-Soil%20Restoration.pdf〉 (Sep. 18, 2013).
Verbist, K. M. J., Cornelis, W. M., Torfs, S., and Gabriels, D. (2012). “Comparing methods to determine hydraulic conductivities on stony soils.” Soil Sci. Soc. Am. J., 77(1), 25–42.
Weather Underground. (2014a). “New Durham Road KNJEDISO6.” 〈http://www.wunderground.com/personal-weather-station/dashboard?ID=KNJEDISO6#history〉 (Dec. 19, 2014).
Weather Underground. (2014b). “Piscataway KNJPISCA9.” 〈http://www.wunderground.com/personal-weather-station/dashboard?ID=KNJEDISO6#history〉 (Dec. 19, 2014).
Wooding, R. A. (1968). “Steady infiltration from a shallow circular pond.” Water Resour. Res., 4(6), 1259–1273.
Zhang, M. K., and Fang, L. (2006). “Effect of tillage, fertilizer and green manure cropping on soil quality at an abandoned brick making site.” Soil Tillage Res., 93(1), 87–93.
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© 2015 American Society of Civil Engineers.
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Received: Oct 3, 2013
Accepted: Apr 21, 2015
Published online: Jul 7, 2015
Discussion open until: Dec 7, 2015
Published in print: Jan 1, 2016
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