• Banchand, P.A. M., and A. Heyvaert. 2005. Adsorptive Media Investigations and Testing for Improved Performance of Stormwater Treatment Systems in the Tahoe Basin. Prepared for Placer County Department of Public Works, Auburn, CA, and California Tahoe Conservancy, South Lake Tahoe, CA. Prepared by Bachand and Associates, and U.C. David Tahoe Research Group.
  • Barr Engineering Company. 2010. Iron-enhanced sand filter monitoring – 2010. December 28, 2010 Report to the Ramsey-Washington Metro Watershed District.
  • Center for Watershed Protection & Chesapeake Stormwater Network (CWP & CSN). 2008. Technical Memorandum: The Runoff Reduction Method. April 18, 2008
  • City of Bellevue Utilities Department and Shapiro and Associates. 1999. Lakemont storm water treatment facility monitoring program. Final Report. City of Bellevue Utilities Department. 301 116th Avenue SE. Bellevue, WA 98009-9012.
  • Claytor, R.A., and T.R. Schueler. 1996. Design of stormwater filtering systems. Prepared by The Center for Watershed Protection. 8391 Main Street, Ellicott City, MD 21043. Prepared for Chesapeake Research Consortium. (410) 461-8323.
  • Erickson, A.J., Gulliver, J.S., and P.T. Weiss. 2012. Capturing phosphates with iron enhanced sand filtration. Water Research. Vol. 26, pp. 3032-3042.
  • Erickson, A.J. and J.S Gulliver. 2010. Performance Assessment of an Iron-Enhanced Sand Filtration Trench for Capturing Dissolved Phosphorus. Project Report No. 549, St. Anthony Falls Laboratory, University of Minnesota, Minneapolis, Prepared for the City of Prior Lake, Minnesota
  • Erickson, A.J., Gulliver, J.S., and P.T. Weiss. 2007. Enhanced sand filtration for storm water phosphorus removal. Journal of Environmental Engineering. pp. 485-497. May 2007.
  • MNDOT 2005. MnDOT Standard Specifications Book, Division III – Materials, Minnesota Department of Transportation, St. Paul, Minnesota.
  • Minnesota Pollution Control Agency (MPCA). 2008. Minnesota Stormwater Manual, Version 2.
  • Rawls, W. J., Gimenez, D., Grossman, R. 1998. Use of soil texture, bulk density, and slope of the water retention curve to predict saturated hydraulic conductivity. Transaction of the ASAE. Vol. 41(4): 983-988.


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