• AASHTO 1993. Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, Washington, DC.
  • ACI 2010. ACI Committee 522, Report on Pervious Concrete, American Concrete Institute, Farmington Hills, MI, ACI 522R-10, March 2010.
  • ACPA 2010. PerviousPave Technical Guidance, American Concrete Pavement Association, Chicago, IL.
  • Erickson 2010. Erickson, A.J. and Gulliver, J.S., 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
  • Hansen 2008, Hansen, K., Porous Asphalt Pavements for Stormwater Management, National Asphalt Pavement Association, Information Series 131, Lanham, Maryland.
  • Leming 2007. Leming, M. L., Malcom, H. R., and Tennis, P. D., Hydrologic Design of Pervious Concrete, EB303, Portland Cement Association, Skokie, Illinois, and National Ready Mixed Concrete Association, Silver Spring, Maryland, USA, 2007.
  • MAPA 2012. “Guidance Specification for Porous or Dense-Graded Hot-Mix Asphalt Pavement Structures for Storm Water Management,” Minnesota Asphalt Pavement Association, New Brighton, MN. January 3, 2012.
  • MNDOT 2005. MnDOT Standard Specifications Book, Division III – Materials, Minnesota Department of Transportation, St. Paul, Minnesota.
  • Smith 2011. Smith, D.R., Permeable Interlocking Concrete Pavements, Fourth Edition, Interlocking Concrete Pavement Institute, Herndon, Virginia.
  • USEPA 2008. June 13, 2008 Memo. L. Boornaizian and S. Heare. “Clarification on which stormwater infiltration practices/technologies have the potential to be regulated as “Class V” wells by the Underground Injection Control Program,” Water Permits Division and Drinking Water Protection Division. Washington, D.C.

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