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13 REGULATORY OPTIONS UNDER WATER QUALITY BASED NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITTING Philip M. Simmons, Environmental Engineer Tennessee Department of Health and Environment 150 Ninth Avenue North, Fourth Floor Nashville, Tennessee 37247-3420 Robert G. O'Dette, Environmental Engineer Tennessee Department of Health and Environment 150 Ninth Avenue North, Fourth Floor Nashville, Tennessee 37247-3420 INTRODUCTION Since the passage of the Federal Water Pollution Control Act (Clean Water Act, as amended) in 1972, it has been the goal of the federal government as interpreted by the Environmental Protection Agency (EPA) to "restore and maintain the chemical, physical, and biological integrity of the Nation's waters"1. In implementing this goal and the goal of toxic pollutant control as mandated by the Clean Water Act of 1987, EPA and state water pollution control regulatory agencies have developed options to be used by the permit issuing authority for the protection of water quality through the issuance of National Pollutant Discharge Elimination System (NPDES) permits to dischargers to the nation's waters. The purpose of this paper is to discuss these approaches: the chemical-specific approach to water quality permitting and the whole-effluent approach to water quality permitting. Industrial and municipal facilities that discharge to zero flow receiving streams will be particularly influenced by these options. THE CHEMICAL-SPECIFIC APPROACH The chemical-specific approach to toxics control involves the use of laboratory-generated water quality criteria or state standards to limit specific toxicants directly. The toxicity analysis of those chemicals is done in a comprehensive testing program that, unlike whole-effluent testing, attempts to consider a range of toxic endpoints including human health impact and bioaccumulation. Once a criteria is developed, the number is applied, through an exposure analysis, as a permit limit to ensure that the level of that toxicant is not exceeded after discharge. Fate modeling of the toxicant to estimate its behavior after discharge can be an important step in establishing water quality-based permit limits. There are advantages and disadvantages to this approach. Advantages to this approach are: (1) Treatment systems are more easily designed to meet chemical requirements because more treatability data are available and treatment engineers and permit writers are more familiar with the procedures; (2) The fate of a pollutant can be measured through modeling; (3) Chemical analyses, in simple cases, can be less expensive than toxicity testing; and (4) Specific problem chemicals such as carcinogens or bioaccumulative chemicals can be directly limited. Disadvantages to this approach are: (1) All toxicants in complex wastewaters may not be known and, therefore, control requirements for all potential toxicants cannot be set; (2) It is not always clear which is the toxic compound(s) in the mixture; (3) It can become expensive to measure individual toxicants, particularly where many are present in the mixture. Organic chemicals can, in particular, be costly to measure; and (4) The bioavailability of the toxicants at the discharge site are not assessed, and the interactions between toxicants (e.g., additivity, antagonism) are not measured or accounted for.2 All waters in the nation have been classified for different uses that are either based on historical record or anticipated uses. These uses are usually domestic water supply, industrial water supply, fish and aquatic life, recreation, irrigation, livestock watering and wildlife, and navigation. Most waters are classified for more than one use. Each classification has an ambient water quality criteria estab- 45th Purdue Industrial Waste Conference Proceedings, © 1991 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 107
Object Description
Purdue Identification Number | ETRIWC199013 |
Title | Regulatory options under water quality based national pollutant discharge elimination system permitting |
Author |
Simmons, Philip M. O'Dette, Robert G. |
Date of Original | 1990 |
Conference Title | Proceedings of the 45th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,41605 |
Extent of Original | p. 107-112 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2009-08-18 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 107 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | 13 REGULATORY OPTIONS UNDER WATER QUALITY BASED NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITTING Philip M. Simmons, Environmental Engineer Tennessee Department of Health and Environment 150 Ninth Avenue North, Fourth Floor Nashville, Tennessee 37247-3420 Robert G. O'Dette, Environmental Engineer Tennessee Department of Health and Environment 150 Ninth Avenue North, Fourth Floor Nashville, Tennessee 37247-3420 INTRODUCTION Since the passage of the Federal Water Pollution Control Act (Clean Water Act, as amended) in 1972, it has been the goal of the federal government as interpreted by the Environmental Protection Agency (EPA) to "restore and maintain the chemical, physical, and biological integrity of the Nation's waters"1. In implementing this goal and the goal of toxic pollutant control as mandated by the Clean Water Act of 1987, EPA and state water pollution control regulatory agencies have developed options to be used by the permit issuing authority for the protection of water quality through the issuance of National Pollutant Discharge Elimination System (NPDES) permits to dischargers to the nation's waters. The purpose of this paper is to discuss these approaches: the chemical-specific approach to water quality permitting and the whole-effluent approach to water quality permitting. Industrial and municipal facilities that discharge to zero flow receiving streams will be particularly influenced by these options. THE CHEMICAL-SPECIFIC APPROACH The chemical-specific approach to toxics control involves the use of laboratory-generated water quality criteria or state standards to limit specific toxicants directly. The toxicity analysis of those chemicals is done in a comprehensive testing program that, unlike whole-effluent testing, attempts to consider a range of toxic endpoints including human health impact and bioaccumulation. Once a criteria is developed, the number is applied, through an exposure analysis, as a permit limit to ensure that the level of that toxicant is not exceeded after discharge. Fate modeling of the toxicant to estimate its behavior after discharge can be an important step in establishing water quality-based permit limits. There are advantages and disadvantages to this approach. Advantages to this approach are: (1) Treatment systems are more easily designed to meet chemical requirements because more treatability data are available and treatment engineers and permit writers are more familiar with the procedures; (2) The fate of a pollutant can be measured through modeling; (3) Chemical analyses, in simple cases, can be less expensive than toxicity testing; and (4) Specific problem chemicals such as carcinogens or bioaccumulative chemicals can be directly limited. Disadvantages to this approach are: (1) All toxicants in complex wastewaters may not be known and, therefore, control requirements for all potential toxicants cannot be set; (2) It is not always clear which is the toxic compound(s) in the mixture; (3) It can become expensive to measure individual toxicants, particularly where many are present in the mixture. Organic chemicals can, in particular, be costly to measure; and (4) The bioavailability of the toxicants at the discharge site are not assessed, and the interactions between toxicants (e.g., additivity, antagonism) are not measured or accounted for.2 All waters in the nation have been classified for different uses that are either based on historical record or anticipated uses. These uses are usually domestic water supply, industrial water supply, fish and aquatic life, recreation, irrigation, livestock watering and wildlife, and navigation. Most waters are classified for more than one use. Each classification has an ambient water quality criteria estab- 45th Purdue Industrial Waste Conference Proceedings, © 1991 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 107 |
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