TECHNICAL PAPERS
May 1, 2008

How to Include Economic Analysis in TMDL Allocation

Publication: Journal of Water Resources Planning and Management
Volume 134, Issue 3

Abstract

The total maximum daily load approach currently used by the USEPA to restore an impaired stream by allocating allowable loads to the polluters does not mandate any economic consideration. The need for a cost-effective allocation process has long been identified but no single best way to accomplish this has yet been developed. This paper describes how the most economical load allocation scenario may be determined through an optimal placement of control measures within an agricultural watershed. The proposed optimization approach is applied to the bacterially impaired Roses Creek watershed located in the Commonwealth of Virginia. The cost-effectiveness relationships were established for vegetative buffer strips, streamside fencing, pet waste management, and septic system repair and installation to illustrate the methodology. Similar relationships may be established for other control measures provided their load reduction efficiencies are known.

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References

Heatwole, C. D., Bottcher, A. B., and Baldwin, L. B. (1987). “Modeling cost-effectiveness of agricultural nonpoint pollution abatement programs on two Florida basins.” Water Resour. Bull., 23(1), 127–131.
Keplinger, K. O., and Santhi, C. (2002). “The economics of TMDLs: Case study, North Bosque River TMDLs.” Proc., Total Maximum Daily Load Environmental Regulations, American Society of Agricultural Engineers, Fort Worth, Tex., 204–210.
MapTech Inc. (2001). Fecal coliform and NO3 TMDL (total maximum daily load) implementation plan for Dry River, Muddy Creek, Pleasant Run, and Mill Creek, Virginia, Blacksburg, Va.
Moore, J. A., Smyth, S., Baker, S., and Miner, J. R. (1988). “Evaluating coliform concentrations in runoff from various animal waste management systems.” Special Rep. No. 817, Agricultural Experiment Station, Oregon State Univ., Corvallis, Ore.
National Resource and Conservation Service (NRCS). (2003). “NRCS cost lists.” ⟨http://waterhome.brc.tamus.edu/NRCSdata/Costs/⟩.
USEPA. (2002). “NPDES, pollution prevention/good house keeping for municipal operation: Pet waste collection.” ⟨http://cfpub.epa.gov/npdes/stormwater/menuofbmps/poll_3.cfm⟩.
USEPA. (2006). “Hydrologic simulation program–FORTRAN (HSPF).” ⟨http://www.epa.gov/ceampubl/swater/hspf/⟩.
USGS. (2000). “Hydrologic simulation program–FORTRAN (HSPF).” ⟨http://water.usgs.gov/software/hspf.html⟩.
Virginia Department of Environmental Quality (VADEQ). (2003). “Bacteria TMDLs: Model calibration and verification. Guidance Memo Final Draft.”
Virginia Department of Environmental Quality (VADEQ). (2004). “Final report: Bacteria TMDL for the Roses Creek Watershed, Virginia.” ⟨http://www.deq.virginia.gov/tmdl/apptmdls/chowanrvr/roses.pdf⟩.
Washington State Department of Ecology (WSDE). (2003). “Pet waste management: Considerations for the selection and use of pet waste collection systems in public area.” ⟨http://www.ecy.wa.gov/pubs/0310053.pdf⟩.
Zaidi, A. (2005). “Economic TMDL allocation: An optimization framework.” Ph.D. dissertation, George Mason Univ., Fairfax, Va.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 134Issue 3May 2008
Pages: 214 - 223

History

Received: Apr 25, 2005
Accepted: May 21, 2007
Published online: May 1, 2008
Published in print: May 2008

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Authors

Affiliations

Arjumand Z. Zaidi [email protected]
Postdoctoral Researcher, Dept. of Civil, Environmental and Infrastructure Engineering, George Mason Univ., Fairfax, VA. 22030-4444. E-mail: [email protected]
Sharon M. deMonsabert [email protected]
Associate Professor of Civil, Environmental and Infrastructure Engineering, George Mason Univ., Fairfax, VA. 22030-4444. E-mail: [email protected]
Raed El-Farhan [email protected]
Senior Water Resources Engineer, The Louis Berger Group, Washington, D.C., 20037. E-mail: [email protected]

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