Image of a vegetated filter strip
Image of a vegetated filter strip
Green Infrastructure: Filter strips, when vegetated, provide water quality benefits, may provide some stormwater volume reduction, and may provide typical benefits of vegetation, such as habitat, depending on the vegetation type.

This page provides supplemental information on operation and maintenance (O&M) of vegetated filter strips. For basic information on O&M for filter strips, see Operation and maintenance (O&M) of filter strips.

Maintenance activities

When inspections indicate that maintenance is necessary, the following sections provide guidelines to conduct the proper maintenance activities to restore the pretreatment vegetated filter strip to its design efficiency.

Removing sediment and debris buildup

As sediment is deposited after rain events, it can alter the uniform slope and result in channelized flow, which reduces the effectiveness of the pretreatment vegetated filter strip and can result in additional maintenance such as regrading and replanting. Removing sediment should occur when deposited sediment creates channelized flow through the pretreatment vegetated filter strip, sediment accumulation reaches the level of the contributing ground surface or level spreader, or when the sediment increases the water depth above the height the vegetation. Sediment removal should be completed by sweeping with a stiff bristle broom or using a vacuum truck. If a significant amount of sediment accumulates on the pretreatment vegetated filter strip (more than 2 inches) and is not removed in a timely manner, the vegetation will die off and require reseeding/replanting.

Along with removing sediment buildup, removing trash and debris is required in the maintenance process. Trash and debris buildup, like sediment buildup, can increase the chance of channelized flows, cause clogging in downstream pipe or intake structures, and negatively impact the aesthetics. If cleaning is not conducted, this trash and debris can be flushed into the full-treatment best management practice (BMP) during a larger rain event, which will reduce its effectiveness and result in a costlier cleanup.

Preventing or minimizing washouts and erosion of the pretreatment vegetated filter strip

To ensure that washout and erosion damage of the pretreatment vegetated filter strip does not occur, maintaining sufficient vegetation and a moderate slope per the design specifications is critical. Maintaining distribution of inflow (level spreader or otherwise), a slope of 6 percent or less, vegetation cover of at least 80 percent, and grass that is at least 3 inches long is recommended.

Vegetation establishment

Establishing full and healthy vegetation is vital to ensuring that the pretreatment vegetated filter strip will perform as designed. For the best results, weeds should be removed from the bare soil before planting. To ensure that vegetation will become established and survive the winter freeze, a minimum of 60 days before the first expected frost should be allowed for the vegetation to grow. Soil stabilization practices such as erosion control blankets should be used during vegetation establishment. To avoid damaging the emerging vegetation and causing site compaction, vehicle and foot traffic should not be allowed during the vegetation establishment phase. Achieving a minimum of 80 percent cover on the pretreatment vegetated filter strip, per the design guidelines, will ensure that the site is stabilized after construction. Following rain events, additional inspections and possible maintenance on the full-treatment BMP downstream of the pretreatment vegetated filter strip is recommended during the vegetation establishment phase.

Maintaining vegetation

Maintaining adequate vegetation cover is critical to sustaining the design effectiveness and mitigating erosion of the pretreatment vegetated filter strip. As previously mentioned, a minimum of 80 percent vegetation and uniform cover is needed for the pretreatment vegetated filter strip to be effective.

Vegetation maintenance includes cleanup, mowing, invasive plant and weed removal, and quality checks. Cleanup, as mentioned above, requires removing excess sediment, debris, and trash. Large debris and trash can be removed by hand; smaller debris and sediment require sweeping with a stiff bristle broom or using a vacuum truck. To maintain the proper length for the vegetation, regular mowing must be conducted. Mowing should not be done when the ground is wet to reduce the chance of rutting from the wheels. The party in charge of mowing the pretreatment vegetated filter strip should be made aware that it is a BMP and that they should check for any signs of degradation (e.g., erosion, lack of vegetation) or need for additional maintenance. Mowing should be done as necessary to achieve grass heights of 3 to 4 inches. For additional mowing information, see the University of Minnesota website. Removing invasive plants and weeds will ensure that the planted vegetation remains healthy and full. Fertilizers should only be used in the vegetation establishment phase, because adding additional nutrients is counterproductive to using the pretreatment vegetated filter strip and permanent BMP. Establishing vegetation as quickly as possible and having healthy, dense vegetation is important.

Snow Storage

BMP areas generally should not be used as dedicated snow storage areas. If this is not possible, follow the following guidelines.

  • Snow storage should not occur in areas designated as potential stormwater hotspots for road salt.
  • Areas designed for infiltration should be protected from excessive snow storage where sand and salt is applied.
  • Specific snow storage areas should be assigned that will provide some filtration before the stormwater reaches the practice areas. Note that chloride will not be removed or attenuated in filtration practices.
  • When used for snow storage, or if used to treat parking lot runoff, the practice area should be planted with salt tolerant and non-woody plant species.
  • Practices should always be inspected for sand build-up on the surface following the spring melt event.

Maintenance agreements

Maintenance agreements (similar to site easements) are required for one party to define and enforce maintenance by another party and may be necessary to access the site to conduct maintenance on the pretreatment vegetated filter strip. A maintenance agreement is a legally binding agreement between two parties and is defined as “a nonpossessory right to use and/or enter onto the real property of another without possessing it.” Maintenance agreements are often required for the issuance of a permit for constructing a stormwater management feature and are written and approved by legal counsel. These maintenance agreements can be established for a defined period of time and often define the types of inspections and maintenance that are required for the pretreatment vegetated filter strip. If maintenance needs to be conducted because the party in charge of the maintenance failed per the maintenance agreement, the party responsible for routine maintenance must follow the agreed-upon reimbursement terms. Examples of three site maintenance agreements can be found at this link.

Additional References

  • Abu-Zreig, M., R. P. Rudra, M. N. Lalonde, H. R. Whiteley, and N. K. Kaushik, 2004. Experimental Investigation of Runoff Reduction and Sediment Removal by Vegetated Filter Strips. Hydrological Processes, Vol. 18, No. 11, pp. 2029–2037.
  • Barrett, M. E.; P. M. Walsh; J. F. Malina, Jr.; R. J. Charbeneau, 1998. Performance of Vegetative Controls for Treating Highway Runoff. Journal of Environmental Engineering, Vol. 124, No. 11, pp. 1121–1128.
  • Barret, M. E., A. Lantin, and S. Austrheim-Smith, 2004. Storm Water Pollutant Removal in Roadside Vegetated Buffer Strips. Transportation Research Record: Journal of the Transportation Research Board 1890, No. 1, pp. 129-140.
  • Battiata, J., S. Claggett, S. Crafton, D. Follansbee, D. Gasper, R. Greer, C. Hardman, T. Jordan, S. Stewart, A. Todd, R. Winston, and J. Zielinski, 2014. Recommendations of the Expert Panel to Define Removal Rates for Urban Filter Strips and Stream Buffer Upgrade Practices. Prepared by the Center for Watershed Protection, Elliott City, MD, for the Chesapeake Bay Program, Annapolis, MD.
  • Blanco-Canqui, H., C. J. Gantzer, S. H. Anderson, and E. E. Alberts. 2004. Grass Barriers for Reduced Concentrated Flow Induced Soil and Nutrient Loss. Soil Science Society of America Journal, Vol. 68, No. 6, pp. 1963-1972.
  • California Environmental Protection Agency, 2014. Draft Amendments to Statewide Water Quality Control Plans to Control Trash. Prepared by the California Environmental Protection Agency, Division of Water Quality, State Water Resources Control Board, Sacramento, CA.
  • Clar, M. L., B. J. Barfield, and T. P. O’Connor, 2004. Stormwater Best Management Practice Design Guide Vegetative Biofilters. EPA/600/R-04/121A, prepared by the US Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, Cincinnati, OH.
  • Comprehensive Environmental Inc. and New Hampshire Department of Environmental Services, 2008. New Hampshire Stormwater Manual, Volume 2. Post-Construction Best Management Practices Selection & Design, prepared by Comprehensive Environmental Inc., Merrimack, NH, and the New Hampshire Department of Environmental Services, Concord, NH.
  • District Department of the Environment, 2013a. Stormwater Management Guidebook. Prepared by the District Department of the Environment, Washington, DC.
  • District Department of Environment, 2013b. Anacostia River Watershed Trash TMDL Implementation Strategy. Prepared by the District Department of Environment, Stormwater Management Division, Washington, DC.
  • Goel, P. K., R. P. Rudra, B. Gharabaghi, S. Das, and N. Gupta, 2004. Pollutants Removal by Vegetated Filter Strips Planted with Different Grasses. Proceedings, 2004 American Society of Association Executives/Canadian Society for Engineering in Agricultural, Food, and Biological Systems, Paper Number 042177, Fairmont Chateau Laurier, The Westin, Government Centre, Ottawa, ON, Canada, August 1–4.
  • Gharabaghi, B., R. P. Rudra, H. R. Whiteley, and W. T. Dickinson, 2000. Sediment-Removal Efficiency of Vegetative Filter Strips. 2000 Annual Research Report, prepared by the Guelph Turfgrass Institute, Guelph, ON, Canada.
  • Kayhanian, M., Suverkropp, C., Ruby, A., and Tsay, K. 2007. Characterization and Prediction of Highway Runoff Constituent Event Mean Concentration. Journal of Environmental Management, Vol. 85, No. 2, pp. 279–295.
  • Lantin, A. and Barrett, M. 2005. Design and Pollutant Reduction of Vegetated Strips and Swales. Impacts of Global Climate Change, pp. 1-11.
  • Maestre, A., and Pitt, R. 2005. The National Stormwater Quality Database, Version 1.1: A Compilation and Analysis of NPDES Stormwater Monitoring Information. Prepared for the US Environmental Protection Agency, Office of Water, Washington, DC.
  • Massachusetts Department of Environmental Protection, 2008. Massachusetts Stormwater Handbook, Volume 2. Prepared by the Massachusetts Department of Environmental Protection, Boston, MA.
  • Maniquiz-Redillas, M. C., F. K. Geronimo, and L. H. Kim, 2014. Investigation on the Effectiveness of Pretreatment in Stormwater Management Technologies. Journal of Environmental Sciences, Vol. 26, No. 9, pp. 1824–1830.
  • North Carolina State Cooperative Extension Service, 2006. Level Spreaders: Overview, Design, and Maintenance. Prepared by Jon M. Hathaway and William F. Hunt, North Carolina State University.
  • New Jersey Department of Environmental Protection, 2014. NJ Stormwater Best Management Practices Manual. Chapter 9.10 Standard for Vegetative Filters, prepared by the New Jersey Department of Environmental Protection, Division of Watershed Management, Trenton, NJ.
  • Virginia Department of Ecology, 1999. Virginia Stormwater Management Handbook. First Edition, Volumes 1 and 2. Prepared by the Virginia Department of Conservation and Recreation, Division of Soil and Water Conservation, Richmond, VA.

Related pages

Green infrastructure O&M

This page was last edited on 31 January 2023, at 22:38.