Case Studies
Dec 15, 2017

Hydrologic and Water-Quality Evaluation of a Rapid-Flow Biofiltration Device

Publication: Journal of Environmental Engineering
Volume 144, Issue 2

Abstract

Manufactured treatment devices (MTDs) are increasingly installed to treat pollutants from stormwater in urban areas, but few peer-reviewed studies have assessed their field-scale performance. The Filterra biofiltration unit is a box filter combining high-flow engineered media with potential for biological treatment from a planted tree. A Filterra device was monitored for its impact on hydrology and water quality of runoff from a 0.10-ha impervious watershed in Fayetteville, North Carolina, for 22 months. Undersizing of the system and clogging of the media bed likely caused 22% of runoff to bypass the system. Although peak flows were significantly reduced (p<0.0001) by a median 57% (likely owing to parking lot detention), postdevelopment peak flows were not consistently reduced to predevelopment flows. The Filterra provided stormwater treatment by significantly reducing event mean concentrations (EMCs) and total pollutant loadings for sediment (total suspended solids and suspended sediment concentration), nutrients (total phosphorus, total nitrogen, total ammoniacal nitrogen, and total Kjeldahl nitrogen), and zinc. Median EMC removal efficiency ranged from 35 to 97% and median loading efficiency was 39–80% for these pollutants. The device did not reduce nitrate/nitrite, total dissolved phosphorus, or copper. Nutrient concentrations of stormwater discharged from the Filterra generally met “good” water-quality thresholds established for the state of North Carolina and EMC targets established by the state of Washington for emergent MTDs. Clogging susceptibility and frequent maintenance of the Filterra unit were notable. Overall, results suggest the Filterra is an effective MTD for treating stormwater from small impervious watersheds.

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Acknowledgments

This research was financially supported by Contech Engineered Solutions, LLC (previously Americast/Filterra Biorention Systems). The authors would also like to thank the City of Fayetteville for their cooperation. North Carolina State University’s Shawn Kennedy (Department of Biological and Agricultural Engineering) was integral to project success.

References

Anderson, A. R., Hunt, W. F., and Smolek, A. P. (2013). “Water quality and hydrologic performance of a permeable pavement-modular bioretention treatment train and a stormwater filter box in Fayetteville, North Carolina.” Proc., World Environmental and Water Resources Congress 2013: Showcasing the Future, ASCE, Cincinnati, 3042–3049.
Anderson, A. R., Smolek, A. P., and Hunt, W. F. (2014). “Permeable pavement and filterra performance at an Amtrak Station in North Carolina, USA.” Proc., World Environmental and Water Resources Congress 2014: Water without Borders, ASCE, Portland, OR, 155–164.
Anderson, A. R., Smolek, A. P., and Hunt, W. F. (2015). “Stormwater treatment performance of a permeable pavement-biofiltration system and a stand-alone biofiltration unit in North Carolina.” Proc., Int. Low Impact Development Conf. 2015 LID: It Works in All Climates and Soils, ASCE, Houston, 216–226.
ASTM. (2014). “Standard test method for determining sediment concentration in water samples.” ASTM D3977, West Conshohoken, PA.
Bolks, A., DeWire, A., and Harcum, J. B. (2014). “Baseline assessment of left censored environmental data using R.” ⟨https://www.epa.gov/sites/production/files/2016-05/documents/tech_notes_10_jun2014_r.pdf⟩ (Jan. 20, 2015).
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., 42(14), 3930–3940.
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., 132–143.
Canty, A., and Ripley, B. (2014). “boot: Bootstrap R (S-plus) functions. R package version 1.3–13.” ⟨http://CRAN.R-project.org/package=boot⟩.
Chin, D. A. (2006). Water resources engineering, 2nd Ed., Pearson Prentice Hall, Upper Saddle River, NJ.
Clark, S. E., and Pitt, R. (2008). “Comparison of stormwater solids analytical methods for performance evaluation of manufactured treatment devices.” J. Environ. Eng., 259–264.
Clark, S. E., and Pitt, R. (2012). “Targeting treatment technologies to address specific stormwater pollutants and numeric discharge limits.” Water Res., 46(20), 6715–6730.
Clausen, J., and Spooner, J. (1993). “Paired watershed study design.”, Office of Water, Washington, DC.
Collins, K. A., Hunt, W. F., and Hathaway, J. M. (2008). “Hydrologic comparison of four types of permeable pavement and standard asphalt in eastern North Carolina.” J. Hydrol. Eng., 1146–1157.
Contech Engineered Solutions. (2015a). “Filterra bioretention system solutions guide.” ⟨http://www.conteches.com/DesktopModules/Bring2mind/DMX/Download.aspx?Command=Core_Download&EntryId=2739&language=en-US&PortalId=0&TabId=144⟩ (Oct. 7, 2015).
Contech Engineered Solutions. (2015b). “Operation and maintenance (OM) manual v01.” ⟨http://www.conteches.com/DesktopModules/Bring2mind/DMX/Download.aspx?Command=Core_Download&EntryId=19313&language=en-US&PortalId=0&TabId=144⟩ (Oct. 7, 2015).
Davis, A. P. (2008). “Field performance of bioretention: Hydrology impacts.” J. Hydrol. Eng., 90–95.
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.
Davis, A. P., Shokouhian, M., Sharma, H., and Minami, C. (2001). “Laboratory study of biological retention for urban stormwater management.” Water Environ. Res., 73(1), 5–14.
Davis, A. P., Shokouhian, M., Sharma, H., and Minami, C. (2006). “Water quality improvement through bioretention media: Nitrogen and phosphorus removal.” Water Environ. Res., 78(3), 284–293.
Davison, A. C., and Hinkley, D. V. (1997). Bootstrap methods and their applications, Cambridge University Press, Cambridge, U.K.
Debusk, K. M. (2013). “Rainwater harvesting: Integrating water conservation and stormwater management.” Ph.D. dissertation, Dept. of Biological and Agricultural Engineering, North Carolina State Univ., Raleigh, NC.
Dietz, M. E., and Clausen, J. C. (2006). “Saturation to improve pollutant retention in a rain garden.” Environ. Sci. Technol., 40(4), 1335–1340.
Driscoll, E. (1989). “Analysis of storm event characteristics for selected rainfall gages throughout the United States: Draft.” U.S. Environmental Protection Agency, Washington, DC, 1989.
Eaton, A. D., Clesceri, L. S., and Greenberg, A. R. (1995). Standard methods for the examination of water and wastewater, Water Environment Federation, Washington, DC.
Erickson, A. J., Gulliver, J. S., and Weiss, P. T. (2007). “Enhanced sand filtration for storm water phosphorus removal.” J. Environ. Eng., 485–497.
Flowlink version 5.10.206 [Computer software]. Teledyne ISCO, Lincoln, NE.
Furhmann, J. J. (2005). “Transformation of nitrogen.” Principles and applications of soil microbiology, Prentice Hall, Upper Saddle River, NJ.
Geronimo, F. K. F., Maniquiz-Redillas, M. C., Tobio, J. A. S., and Kim, L. H. (2014). “Treatment of suspended solids and heavy metals from urban stormwater runoff by a tree box filter.” Water Sci. Technol., 69(12), 2460–2467.
Gray, J. R., Glysson, G. D., Turcios, L. M., and Schwarz, G. E. (2000). “Comparability of suspended-sediment concentration and total suspended solids data.”, U.S. Geological Survey, Reston, VA.
Guo, Q. (2006). “Correlation of total suspended solids (TSS) and suspended sediment concentration (SSC) test methods.”, New Jersey Dept. of Environmental Protection, Trenton, NJ.
Guo, Q., England, G., and Johnston, C. E. (2008). “Development of certification guidelines for manufactured stormwater BMPs.” Proc., World Environmental and Water Resources Congress, ASCE, Honolulu, 1–8.
Hawkins, R. H., Jiang, R., Woodward, D. E., Hjelmfelt, A. T., and Van Mullen, J. A. (2002). “Runoff curve number method: Examination of the initial abstraction ratio.” Proc., 2nd Federal Interagency Hydrologic Modeling Conf., Advisory Committee on Water Information, USGS, Reston, VA.
He, Z., and Davis, A. (2011). “Process modeling of storm-water flow in a bioretention cell.” J. Irrig. Drain. Eng., 121–131.
Hipp, J. A., Ogunseitan, O., Lejano, R., and Smith, C. S. (2006). “Optimization of stormwater filtration at the urban/watershed interface.” Environ. Sci. Technol., 40(15), 4794–4801.
Hunt, W. F., Davis, A. P., and Traver, R. G. (2012). “Meeting hydrologic and water quality goals through targeted bioretention design.” J. Environ. Eng., 698–707.
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., 600–608.
Hunt, W. F., Smith, J. T., Jadlocki, S. J., Hathaway, J. M., and Eubanks, P. R. (2008). “Pollutant removal and peak flow mitigation by a bioretention cell in urban Charlotte, N. C.” J. Environ. Eng., 403–408.
Kostarelos, K., Khan, E., Callipo, N., Velasquez, J., and Graves, D. (2011). “Field study of catch basin inserts for the removal of pollutants from urban runoff.” Water Resour. Manage., 25(4), 1205–1217.
Kuichling, E. (1889). “The relation between rainfall and the discharge in sewers in populous districts.” Trans. Am. Soc. Civ. Eng., 20(1), 1–56.
Lenth, J., Dugopolski, R., Quigley, M., Poresky, A., and Leisenring, M. (2010). Filterra bioretention systems: Technical basis for high flow rate treatment and evaluation of stormwater quality performance, Herrera Environmental Consultants, Seattle.
Li, H., and Davis, A. P. (2008). “Urban particle capture in bioretention media. I: Laboratory and field studies.” J. Environ. Eng., 409–418.
Liu, D. F., Sansalone, J. J., and Cartledge, F. K. (2005). “Comparison of sorptive filter media for treatment of metals in runoff.” J. Environ. Eng., 1178–1186.
Lucas, W. C., and Greenway, M. (2008). “Nutrient retention in vegetated and nonvegetated bioretention mesocosms.” J. Irrig. Drain. Eng., 613–623.
Lucas, W. C., and Greenway, M. (2011). “Phosphorus retention by bioretention mesocosms using media formulated for phosphorus sorption: Response to accelerated loads.” J. Irrig. Drain. Eng., 144–153.
McNett, J. K., Hunt, W. F., and Osborne, J. A. (2010). “Establishing storm-water BMP evaluation metrics based upon ambient water quality associated with benthic macroinvertebrate populations.” J. Environ. Eng., 535–541.
MDE (Maryland Department of the Environment). (2009). Maryland stormwater design manual, Water Management Administration, Baltimore.
Muggeo, V. M. R. (2008). “Segmented: An R package to fit regression models with broken-line relationships. R Package 0.5–1.2.” R news, 8(1), 20–25.
NCAC (North Carolina Administrative Code). (1995). “State stormwater program requirements.”, Raleigh, NC.
NCDEQ (North Carolina Department of Environmental Quality). (2009). “Bioretention.” Raleigh, NC.
NC OneMap. (2013). “Geographic data serving a statewide community, NC center for geographic information and analysis.” ⟨http://www.nconemap.com⟩ (Sep. 2, 2017).
NJDEP (New Jersey Department of Environmental Protection). (2009). “Protocol for total suspended solids removal based on field testing amendments to TARP protocol.” ⟨http://www.njstormwater.org/pdf/field_protocol_08_05_09.pdf⟩ (Nov. 29, 2012).
NOAA (National Oceanic and Atmospheric Administration). (2015). “Annual climatological summary, Fayetteville, NC COOP: 313017.” ⟨http://www.ncdc.noaa.gov/cdo-web/datasets⟩ (Apr. 24, 2015).
PADEP (Pennsylvania Department of Environmental Protection). (2006). Pennsylvania stormwater best management practices manual, Bureau of Waterways Engineering and Wetlands, Harrisburg, PA.
Passeport, E., Hunt, W. F., Line, D. E., Smith, R. A., and Brown, R. A. (2009). “Field study of the ability of two grassed bioretention cells to reduce stormwater runoff pollution.” J. Irrig. Drain. Eng., 505–510.
R version 3.1.2 [Computer software]. R Core Team, Auckland, New Zealand.
Reddy, K. R., and DeLuane, R. D. (2008). “Nitrogen.” Biogeochemistry of wetlands, CRC Press, Boca Raton, FL.
Reddy, K. R., Xie, T., and Dastgheibi, S. (2014). “Adsorption mixtures of nutrients and heavy metals in simulated urban stormwater by different filter materials.” J. Environ. Sci. Health, Part A, 49(5), 524–539.
Roseen, R., Ballestero, T., Houle, J., Avelleneda, P., Wildey, 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 conditions.” Transp. Res. Rec., 1984, 135–147.
Roy-Poirier, A., Champagne, P., and Fillion, Y. (2010). “Review of bioretention system research and design: Past, present, and future.” J. Environ. Eng., 878–889.
Sample, D. J., Grizzard, T. J., Sansalone, J., Davis, A. P., Roseen, R. M., and Walker, J. (2012). “Assessing performance of manufactured treatment devices for the removal of phosphorus from urban stormwater.” J. Environ. Manage., 113, 279–291.
Smith, V. H. (2003). “Eutrophication of freshwater and coastal marine ecosystems.” Environ. Sci. Pollut. Res., 10(2), 126–139.
Smolek, A. P., Hunt, W. F., III, and Grabow, G. L. (2015). “Influence of drawdown period on overflow volume and pollutant treatment for detention-based stormwater control measures in Raleigh, North Carolina.” J. Sustainable Water Built. Environ., 1(2), 05015001.
Soil Survey. (2015). “Web soil survey.” ⟨http://websoilsurvey.nrcs.usda.gov/⟩ (Feb. 25, 2015).
Urbonas, B. R. (1999). “Design of a sand filter for stormwater quality enhancement.” Water Environ. Res., 71(1), 102–113.
USEPA (United States Environmental Protection Agency). (1993). “Methods for determination of inorganic substances in environmental samples.”, Washington, DC.
USEPA (United States Environmental Protection Agency). (2002). “Urban stormwater BMP performance monitoring.”, Washington, DC.
Vieth, E. (1989). “Fitting piecewise linear regression functions to biological responses.” J. App Phys., 67(1), 390–396.
Withers and Ravenel. (2008). “Engineering analysis for Filterra.”, Raleigh, NC.
WSDE (Washington State Department of Ecology). (2011). “Technology assessment protocol: Ecology (TAPE).” ⟨http://www.ecy.wa.gov/pubs/1110061.pdf⟩ (Nov. 29, 2012).
Yu, S. L., and Stanford, R. L. (2007). “Field evaluation of a stormwater bioretention filtration system.” J. Environ. Eng. Manage., 17(1), 63–70.
Zhang, R., Zhou, W. B., Li, J., and Shaw, L. Y. (2010). “Field evaluation of an innovative stormwater treatment device—The Stormvault system.” Environ. Monit. Assess., 169(1–4), 113–123.
Zhang, W., Brown, G. O., Storm, D. E., and Zhang, H. (2008). “Fly-ash amended sand as filter media in bioretention cells to improve phosphorus removal.” Water Environ. Res., 80(6), 507–516.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 144Issue 2February 2018

History

Received: May 12, 2016
Accepted: May 24, 2017
Published online: Dec 15, 2017
Published in print: Feb 1, 2018
Discussion open until: May 15, 2018

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Authors

Affiliations

Alessandra P. Smolek, Ph.D., M.ASCE https://orcid.org/0000-0002-6254-5028 [email protected]
Graduate Research Assistant, Dept. of Biological and Agricultural Engineering, North Carolina State Univ., Campus Box 7625, Raleigh, NC 27695 (corresponding author). ORCID: https://orcid.org/0000-0002-6254-5028. E-mail: [email protected]
Andrew R. Anderson, M.ASCE [email protected]
P.E.
Principal Engineer, Hazen and Sawyer, One South Broad St., Suite 1630, Philadelphia, PA 19107. E-mail: [email protected]
William F. Hunt III, Ph.D., M.ASCE [email protected]
P.E.
D.WRE
William Neal Reynolds Distinguished Professor and Extension Specialist, Dept. of Biological and Agricultural Engineering, North Carolina State Univ., Campus Box 7625, Raleigh, NC 27695. E-mail: [email protected]

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