TECHNICAL PAPERS
Aug 15, 2003

Controlling Storm-Water Runoff with Tradable Allowances for Impervious Surfaces

Publication: Journal of Water Resources Planning and Management
Volume 129, Issue 5

Abstract

Storm-water flow from an impervious surface can lead to stream degradation, habitat alteration, low base flows, and increased toxic loadings from nonpoint sources, a problem that has resisted traditional command and control regulatory approaches. We explore the thesis that a well-designed, tradable runoff allowance system can create economic incentives for landowners to employ low-cost runoff management practices to reduce excess stormwater flow to more ecologically sound levels. Attributes such as percent impervious surface, soil type, and so on, determine a given land parcel’s runoff potential and management alternatives and, by extension, its allowance requirements. Using a small watershed in Cincinnati, Ohio, as a case study, we show that a tradable runoff allowance system carries promise as a low-cost method for attaining reductions in storm-water runoff.

Get full access to this article

View all available purchase options and get full access to this article.

References

Baumol, W. J., and Oates, W. E. (1995). The theory of environmental policy, Cambridge University Press, Cambridge, U.K.
Coleman, J. C., II. (2000). “Cost minimization analysis as a foundation for a marketable credit trading system for impervious areas in Mill Creek watershed.” Spring Research Seminar Series, Univ. of Cincinnati, Cincinnati, Ohio.
Department of Environmental Resources (DER). (2000). “Low-impact development: An integrated design approach.” EPA 841-B-00-003, Prince George’s County, Md., January.
Donovan, S. (1996). “Sanitary sewer overflow removal: The approach used by the Metropolitan Sewer District of Greater Cincinnati.” Proc., National Conf. on Sanitary Sewer Overflows, Washington, D.C., EPA 625-R-96-007, U.S. Environmental Protection Agency, Office of Research and Development, Cincinnati.
Eheart, J. W.(1980). “Cost-efficiency of transferable discharge permits for the control of BOD discharges.” Water Resour. Res., 16(6), 980–986.
Environmental Systems Research Institute (ESRI). (1996a). ArcView GIS (CD-ROM), Redlands, Calif.
Environmental Systems Research Institute (ESRI). (1996b). Avenue: Customization and application development for ArcView GIS (CD-ROM), Redlands, Calif.
Fuller, Mossbarger, Scott, and May (FMSM). (1999). The Mill Creek watershed greenway master plan, Biohabitats, Inc., Timonium, Md.
Heaney, J. P., Sample, D., and Wright, L. (2002). Costs of stormwater control systems, EPA 600-R-02-021, U.S. Environmental Protection Agency, National Risk Management Research Laboratory, Washington, D.C.
Klepal, D. (2001). “Giant tunnel under Mill Creek proposed.” Cincinnati Enquirer, August 12, 1.
Ohio Environmental Protection Agency (OEPA). (1994). “Biological and water quality study of Mill Creek and tributaries.” Ohio Environmental Protection Agency Technical Rep. SWS/1993-12-9, Columbus, Ohio.
Ohio Environmental Protection Agency (OEPA). (2001). “Rough draft: Total maximum daily loads for the Mill Creek in Butler and Hamilton counties.” 〈http://www.epa.state.oh.us/dsw/tmdl/MillCrDraftTMDL.pdf〉 (July 29, 2002).
Schueler, T. R. (1987). Controlling urban runoff: A practical manual for planning and designing urban BMPs, Washington Metropolitan Water Resources Planning Board, Washington, D.C.
Schueler, T. R. (1995). Site planning for urban stream protection, Metro-politan Washington Council of Governments, Washington, D.C.
Tietenberg, T. (2000). Environmental and natural resource economics, Addison-Wesley, Reading, Mass.
U.S. Department of Agriculture (USDA). (1986). Technical release 55: Urban hydrology for small watersheds, Engineering Division, Soil and Conservation Service, Washington, D.C.
U.S. Environmental Protection Agency (EPA). (1996). Draft framework for watershed-based trading. EPA 800-R-96-001, Office of Water, Washington, D.C.
Water Environment Research Foundation (WERF). (2000). “Lessons in watershed trading.” Proc., Watershed 2000, Water Environments Foundation, Vancouver, British Columbia, Canada.
Wolman, M. G., and Miller, J. P.(1960). “Magnitude and frequency of forces in geomorphic processes.” J. Geol., 68(1), 54–74.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 129Issue 5September 2003
Pages: 409 - 418

History

Received: Jan 8, 2002
Accepted: Aug 19, 2002
Published online: Aug 15, 2003
Published in print: Sep 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Hale W. Thurston
U.S. Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, 26 W. Martin Luther King Dr. Cincinnati, OH 45268.
Haynes C. Goddard
U.S. Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, 26 W. Martin Luther King Dr. Cincinnati, OH 45268.
David Szlag
U.S. Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, 26 W. Martin Luther King Dr. Cincinnati, OH 45268.
Beth Lemberg
U.S. Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, 26 W. Martin Luther King Dr. Cincinnati, OH 45268.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share