&EPA

             United States
             Environmental Protection
             Agency
             Office Of Water
             (EN-336)
EPA833-B-92-004
January 1993
U.S. EPA NPDES
Basic Permit Writers' Course

Workbook
                                               .#•*

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             TABLE OF CONTENTS
SECTION                                TITLE

    1                 NPDES Program Overview/Background
    2                 The Application Process
    3                 Standard Permit Conditions
    4                 Effluent Limitations Guidelines-Based Limits
    5                 Overview of Variances to Effluent Guidelines
    6                 Best Professional Judgment-Based Limits
    7                 Water Quality Standards
    8                 Determining the Need for and Derivation of
                      Water Quality-Based Limits
    9            .     Monitoring Conditions and Analytical
                      Methods
   10                 Municipal NPDES Permit Development
   11                 Municipal Sludge Permit Conditions
   12                 Storm Water Permitting
   13                 Combined Sewer Overflow (CSO) Permitting
   14                 Special Permit Conditions
   15                 Pollution Prevention
   16                 Permit Issuance Procedures
   17                 Compliance and Enforcement

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            COURSE ORGANIZATION






     The course is designed around the process of issuing a




permit...from receipt of the  application form, to the




development of effluent limitations, monitoring conditions



and special conditions  and,  ultimately, issuance of the permit.

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  PRIMARY COURSE REFERENCES
Text

Workbook

Code of Federal Regulations (CFR)

EPA Quality Criteria for Water 1986 (Gold Book)

EPA Technical Support Document (TSD) for
Water Quality-Based Toxics Control

EPA Permit Writer's Guide to Water Quality-Based
Permitting for Toxic Pollutants

LPA Abstracts of Industrial NPDES  Permits

EPA Treatability Manual

EPA NPDES Best Management Practices
Guidance Document

EPA Case-by-Case Permitting of  Municipal
Sewage Sludge

Additional Miscellaneous Guidance

Practical Exercises

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NPDES PROGRAM OVERVIEW/
      BACKGROUND

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          LEARNING OBJECTIVES

NPDES Program Overview

Statutory Evolution

NPDES Program Implementation
    NPDES STATUTORY FRAMEWORK

All "point sources"

"Discharging pollutants"

Into "waters of the States" must obtain an NPDES
permit from EPA or an approved State



  OVERVIEW OF THE NPDES PROGRAM

What is a permit?

Universe of permittees

Contents of a permit

Methods for developing permit limits

Universe of regulated pollutants

Overview of the issuance process
                        1-1

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                      WHAT IS A PERMIT?

          It is a license...

          Issued by the government to persons conducting business in the
          United States

          Granting permission to do something which would be
          illegal in the absence of the permit

          There is no right to a permit and it is revocable for
          cause (noncompliance)

          For our purposes, NPDES permit is license to discharge
          CLASSIFICATION OF NPDES FACILITIES
               Majors (> 1 MGD design flow)
               Minors
          Non-Municipal
               Majors (> 80 points)
               Minors
NOTES:
                                  1-2

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         CLASSIFICATION OF MAJOR AND MINOR
                    INDUSTRIAL PERMITS

         Toxic pollutant potential

         Flow/stream flow volume

         Conventional pollutants

         Public health impact

         Water quality factors

         Proximity to near coastal waters
             DISTRIBUTION OF DISCHARGERS
                TOTAL DISCHARGERS: 64,229

         Municipals (15,605)

              Majors: 3,857
              Minors: 11,748

         Non-Municipal (48,624)

              Majors: 3,275
              Minors: 45,349

         Percentage of permittees

              Industrials: 76%
              Municipals: 24%
NOTES:
                                 1-3

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        CONTENTS OF THE PERMIT

Cover sheet
         ^

Effluent limitations

     Effluent guidelines (Non-municipal)
     Best Professional Judgment (Non-municipal)
     Secondary treatment (Municipal)
     Water Quality (Municipal and non-municipal)

Monitoring requirements

Standard conditions

Special conditions

     Best Management Practices (Generic)
     Best Management Practices (Storm water-specific)
                                       .x
Other conditions (Municipal)

     Pretreatment program
     Combined Sewer Overflows
     Municipal sludge



   METHODS TO  DEVELOP EFFLUENT
         LIMITATIONS IN PERMITS

Effluent limitations guidelines

Water quality standards

Best professional judgment
                       1-4

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               CWA CLASSES OF POLLUTANTS

          Conventional pollutants

               BOD
               TSS
               Oil and Grease
               Fecal coliforms
          -     pH

          Toxic pollutants

               Heavy metals
                   Copper
                   Lead
                   Zinc
                   Nickel
                   Chromium
                   Etc.

               Organic chemicals
                   Benzene
                   1,2 - Dichlorobenzene
                   Carbon tetrachloride
                   Etc.

          Nonconventional pollutants

               Ammonia
               Chlorine
               Toxicity
NOTES:
                                   1-5

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PERMIT ISSUANCE PROCESS
Permit Application
|
Permit and fact sheet
development
• Effluent limits
• Monitoring conditions
• Standard conditions
• Special conditions
|
Public notice
aiiti puDiic corrnucifts
{
Administrative record
|
Final permit
|
Compliance


             1-6

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                  FWPCA -1972 AMENDMENTS

          Established NPDES and pretreatment programs

          Incorporated permits from 1899 Act and standards
          from 1965 Water Quality Act

          Dischargers must identify themselves

          Permits are privilege - not a right

          Effluent limits must be both technology based and water
          quality based

          Compliance deadlines are specified

               7/1/77 for BPT and water quality standards,
               7/1/83 for BAT

          Maximum duration is 5 years

          States and public must be involved in issuance process

          Established significant penalties for permit violations

          Indicated that permit compliance is a shield

          Provided for State programs

          Established Construction Grants Program for POTWs
NOTES:
                                       1-7

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                NRDC CONSENT DECREE -1976

          EPA sued by the NRDC, and other environmental
          and industrial groups
          Established the list of 129 (now 126) priority pollutants

          Established 34 industrial categories to be regulated
          by NPDES and pretreatment

          Required development of BAT effluent guidelines and
          categorical pretreatment standards by 1983
          CLEAN WATER ACT AMENDMENTS -1977

          Adopted the provisions of the NRDC consent decree,
          including "toxic" pollutants

          Established BCT for conventional pollutants

          Extended BAT/BCT compliance deadlines (7/1/84)

          Clarified that Federal facilities are subject to State
          programs

          Authorized EPA to approve local pretreatment programs

          Required NPDES States to modify their programs to
          include pretreatment oversight
NOTES:
                                     1-8

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             WATER QUALITY ACT -1987

     Extends compliance deadline again (3/31/89)

     Specifies storm water permitting requirements

     Increases civil and criminal penalties and makes
     administrative fines available to EPA

     Designates that Indian tribes be considered "States"

     Creates the Federal sludge management program

     Phases out construction grants program

     Creates new programs for nonpoint sources (runoff)
              NPDES IMPLEMENTATION
                                         /
Before approval:

          EPA issues permits

          EPA conducts compliance and monitoring activities

     •     EPA enforcement

After approval:

     •     States implement as above

     •     EPA role = oversight

               Grants
               Administrative, technical and legal support
               training
               Enforcement as necessary
                                1-9

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        SNAPSHOT: NPDES PROGRAM APPROVALS

    •     Eligible jurisdiction*            57
                 ^
         NPDES approved               39

    •     Pretreatment approved          27

    •     Federal facility approved         34

    •     General Permits approved        28


    *Not including Indian tribes
           NPDES ACCOMPLISHMENTS TO DATE

         $70 Billion - POTWs (1972)

         75% construction completed

         65,000 permits issued

         75% water - flsh/swimmable

         361,000 + miles of streams and 12 million lake acres fully support
         their designated uses

         Still experiencing 350 fish kills per year; fishing bans due
         to pollution in 21 States
NOTES:
                               1-10

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                      EPA ORGANIZATION: HEADQUARTERS
                                      Administrator
                                     Office of Water
      1
Water Science and
  Technology
  Wastewater
Enforcement and
  Compliance
Wetlands, Oceans
 and Watersheds
                                            1
Ground Water and
 Drinking Water
                                            1
 Policy and
 Resources
Management
   Permits Division
                 Enforcement
                  Division
                                 Munripal
                              Support Division
 • NPDES Permits Policy
 • State Programs Approval
 • Pretreatment Implementation
 • Sludge Permits Policy
            Compliance and Enforcement Policy
            Inspections and Sampling
            Administrative/Judicial Case Review
            Data Mangement
                            Municipal Assistance
                            Construction Grants/
                            State Revolving Funds
                                         1-U

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                EPA ORGANIZATION:  REGIONS
      Lawyers
Drinking
 Water
                                   Regional
                                  Administrator
                Water
             Management
               Division
Groundwater
                       Air
Dredge and
Fill/Ocean
 Dumping
 Water
 Quality
Standards
Permits
                             Waste
Enforcement
                                     1-12

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                        HPDES TBRMIHOLOGT


APPLICATION FORM - Any of the federal forms (or State forms)
                   required to be filled out by a discharger
                   prior to issuance of a permit.

BAT -     Best Available Technology Economically Achievable
          (applies to non-conventional and toxic pollutants)

BCT -     Best Conventional Pollutant Control Technology (applies
          to conventional pollutants)

BPT -     Best Practicable Control Technology Currently Available
          (generally applies to conventional pollutants and some
          metals)

BMP -     Best Management Practices; measures supplemental to
          numerical effluent limitations to control discharges
          from storage piles, spills, leaks/ etc. Frequently,
          BMPs are procedural or qualitative rather than
          quantitative.

BOD -     Biochemical Oxygen Demand; a pollutant commonly limited
          in NPDES permits.

F?J -     Best Professional Judgement; the broad authority of the
          Act authorizing the development of permits conditions
          on a case-by-case basis in the absence of national
          standards.

CFR -     Code of Federal Regulations where effluent limitations
          guidelines/ the NPDES regulations etc. are found.

CONVENTIONAL POLLUTANT(s) - BOD, TSS, fecal coliform, oil and
                            grease, and pB.

EFFLUENT LIMITATIONS - The limit (usually daily maximum and
                       monthly average) on a pollutant required
                       to be met by the permit expressed as mass
                       (Ibs/day) or concentration  (mg/1).

EFFLUENT LIMITATION GUIDELINE - A national standard prescribing a
                                limit on specific pollutant  (in
                                Ibs/day or mg/1) from point
                                sources in a particular
                                industrial category  (e.g. textile
                                mills).

INDIRECT DISCHARGERS - those facilities which discharge waste
                       water to receiving waters indirectly
                       i.e. through a POTW  (also termed "IDs")
                               1-13

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MAJOR PERMIT - any permit(ce) with a design flow of 1MGD or
               greater  (municipal)
               any permit(ee) which scores 80 or greater on the
               major/minor permit classification scale
               (industrial)

MINOR PERMIT - any permit which is not a major permit.

MIXING ZONE -  an allocated impact area in a water body where
               numeric water quality criteria can be exceeded as
               long as acutely toxic conditions are prevented.

NONCONVENTIONAL POLLUTANT - any pollutant which is neither a
                          .  conventional nor a toxic pollutant
                            (ex. manganese/ ammoniar etc.)

NPDES - The National Pollutant Discharge Elimination System
        prescribed by Section 402 of the Clean Water Act.

NRDC CONSENT AGREEMENT - 1976 Settlement agreement between EPA
                         and the National Resources Defense
                         Council concerning the control of toxic
                         pollutants through BAT effluent
                         guiueiifl<* and idi.evjuj.ical pretreatcx it
                         standards.

NSPS - New Source Performance Standard

pH - a measure of acidity or alkalinity (pH 7 is neutral) of a
     waste water; a common pollutant limited in NPDES permits.

POINT SOURCE - a discrete conveyance such as a pipe, ditch, etc.
               contributing pollutants to the environment.

POLLUTANT - a contaminant introduced into a receiving water which
            is subject to technology-based or water quality-based
            effluent limitations in the permit.

POTH - Publicly Owned Treatment Works, usually consisting of
       primary and secondary  (biological) treatment.

PRIMARY INDUSTRY - an industry listed in the NRDC consent
                   agreement  (also in Appendix A of 40CFR
                   Part 122)

PRETREATMENT - the treatment of Wastewater by contributors to a
               POTW before the wastewater reaches the POTW.
                                1-14

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PSES - Pretreatment Standards for Existing Sources

PSNS - Pretreatment Standards for New Sources

TOXIC POLLUTANT - Any of the 129 priority pollutants (organic
                  chemicals, metals, etc.) which are neither
                  conventional nor non-conventional.

TOXICITY TEST - A measure of the toxicity of a chemical or an
                effluent using living organisms by determining
                the-response (survival/ reproduction, growth,
                etc.) of an exposed organism to the chemical or
                effluent.

TSS - Total suspended solids; a pollutant commonly limited in
      NPDES permits.

VARIANCE - A waiver establishing alternative limitations or time
           extensions for a specific facility. Several different
           variances and time extensions are available under the
           CWA upon satisfaction of very specific criteria.

WATER QUALITY CRITERION - Elements of state water quality
                          standards, expressed as concentrations*
                          levels, or narrative statements
                          representing a quality of water that
                          supports a particular use (drinking,
                          contact recreation, cold water fishery,
                          etc.)

WATER QUALITY STANDARD -  Provisions of State or Federal law
                          which consist of a designated use or
                          uses for the water of the United State
                          and water quality criteria for such
                          waters based upon such uses.

WATER OF THE U.S. - All waters which are used, were used, or may
                    be used in interstate or foreign commerce,
                    including all water subject to the ebb and
                    flow of the tide and wetlands.
                               1-15

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THE APPLICATION PROCESS

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                   LEARNING OBJECTIVES




         Types of NPDES Application Forms



         EPA Application Form 2C



         Accuracy and Completeness
              The NPDES process is initiated when a point source files




         application forms requesting a permit.
NOTES:
                                  2-1

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       EPA APPLICATION FORMS FOR NPDES PERMITS
     FORM
     TITLE/APPLICABILITY
  LAST
REVTSED
REGULATION
    CITE
       A
     SHORT

       2B
       2C
       2D
       2F
     NONE
                 General information
                 New and existing major POTWs
New and existing minor POTWs
New and existing animal feeding
operations and aquatic animal
production facilities

Existing manufacturing, commercial,
mining, and silvicultural discharges

New manufacturing, commercial,
mining, and silvicultural discharges
           »g, commercial,
and silvicultural facilities that
discharge only non-process wastewater

Stormwater discharges associated with
industrial activities

Stormwater discharges from
municipal separate storm sewers
serving a population of greater than
100,000
                                     1980
                                     1973*
  1973
  1980
  1984
  1984
                                                      1936
  1990
                122.21(f)
   reserved

   122.21(1)
   reserved

   122.21(1)
   122.21(g)


   122.21(k)


   122.21(h)



   122.26(c)


   122.26(d)
 •"Currently being revised
NOTES:
                                             2-2

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                         KEY DEFINITIONS

          New Discharger - Any building, structure, facility, or installation:

               From which there is or may be a discharge of pollutants
               That did not commence discharge at the site prior to
               August 13.1979
               Which is not a "new source"
               Which has never received a finally-effective NPDES permit

          New Source - Any building, structure, facility, or installation from
          which there is or may be a discharge of pollutants, the construction
          of which commenced:
               After promulgation of effluent limitations guidelines and
               standards applicable to such source, or
               After proposal of effluent limitations guidelines and
               standards, but only if the standards are promulgated within
               120 days of proposal
                                                X
          Existing Source - Any building, structure, facility, or installation
          from which there is a discharge of pollutants which is not a new
          discharger or new source.
NOTES:
                                        2-3

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        MAJOR COMPONENTS OF FORM 2C




I.    Outfall location




II.   Flow, sources of pollution, treatment technologies




in.  Production information (if applicable)




IV.  Improvements (if applicable)



V.   Intake and effluent characteristics




VI.  Potential discharges not covered by analysis




VII. Biological testing data




VIII. Contract analysis information




IX.   Certification/signature









 APPLICATION FORM: REVIEW FOR ACCURACY




Most common mistakes:




•    Guideline production and flow rates




•    Long term average, daily average, and daily maximum values




•    Decimal point errors




•    Wrong concentration units




•    Reported values are below known detection limits
                                 2-4

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MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS

Acenaphthene
Acenaphthylene
Actylonitrile •
Aldrin
Anthracene
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Barium
Benzo(a)anthracene
Benzene
Bcnzo(b)fluoranthene
Benzo(k)fluoranthene
Benzo(a)pyrenc
Benzo(ghi)perylene
Beryllium
Bis(2-chloroethoxy)methane
Bis(2sstbylhexyl)phthalate
Bromoform
Brornomethane(methyl bromi4e)
Butyl benzyl phthalate
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MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Accnaphtbene
Acenaphthylene
Acrylonitrilc
Aldrin
Anthracene
Antimony
Arsenic
Barium
Benzo(a)anthracene
Benzene
Benzo(b)fluoranthene
Benzo(k).fluoranthene
Bcnzo(a)pyrcne
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Bwmometbane(incthyJ taomjlde)
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MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Cadmium
Carbon disulfide
Carbon tettachloride
Chlordanc
p-Chloro-m-cresol
Chlotobenzene
Ch|Qrodibromomethane
Chloroethane (ethyl chloride)
Chloroform
Chloromethane (methyl chloride)
2-Chlorophenol

Chromium
Cobalt '
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DDE (Dichlorodiphcnyl
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DDT {DidUorodipJieiiyl
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Di-n-butyl phthalate
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MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Cadmium
Carbon disulfidc
Carbon tetraohloridc
Chlordane
prCbloro-RKresot
Chlorobenzene
Chlorodibromomethane
Chloroethane (ethyl chloride)
Chloroform
Chloromethane (methyl chloride)
2-Chlorophenol
Chromium
Cobalt'
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DDE (Dichlorodiphenyl
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MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Pjbromouictbane (MrthyJww
bromide)
1 ,2-Dichlorobcnzene
1 ,3-PichIorobcnzcne
1 ,4-Pichlorobenzcne
Picblorobromoroethane
Pichlorodifluoromethane
l.l^ichlorocthanc
trans- 1 ,2-Pichloroethylene
2,4-Pichloropheqol
2,4-Pichlorophenoxyacctic acid
(2,4-P)
1 ,2-Dichloropropanc
1 ,3-Pichloropropenc
PieJdrin
Piethyl phthalatc
Pimetbyl pbthajate
2,4-Pimethylphcnol (2,4-xylcnol)
2,4^Pinitrotoluene
1 ,2-Piphenylhydrazine
Endosulfan
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-------
MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Dibromometnane (Methylcnc
bromide)
1 ,2-Dichlorobenzene
1 ,3-Dlchlorobenzeno
1 ,4-Dichlorobcnzenc
Dichlorobromomethanc
Dichlorodifluoromethane
Ll-Diohlprgetbane
trans- 1 ,2-Dichloroethylene
2,4-Dichlorophcnol
2,4-Dichlorophenoxyacetic acid
(2,4-D)
1 ,2-Dichloropropane
1 ,3-Dichloropropene
DicWrin
Diethyl phthalate
Dimethyl phthalate
2,4-Dimethylphenol (2,4-xylenol)
2,4-Djnitrotoluenc
1 ,2-Diphenylhydrazine
Endosutfan
I))
ORE MINING & DRESSING














.




1 II
ORGANIC CHEMICALS
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                                                                                   I
                                                                                  CM

-------
MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Endrin
Ethyl Benzene
Ethylene dibromide (EDB)
Ethylene dichloride
Fluoranthenc
Fluprene
Hejjjjachlor
Heptachlor Epoxide
Hexachloro-1 ,3-butadienc
Hexachlorobenzene
Hexachlorocyclohexanc (Lindane)
Hexachloro ethane
f
Indeno (1,2,3-cd) pyrene
Isobutyl alcohol
Isophorone
1 0a/i

MaMbfen
Mercury
Methoxychlor
Methyl ethyl ketone
IADHESIVES
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                                                                                    I
                                                                                   CM

-------
MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Endrin .
Ethyl Benzene
Ethylene dibromide (EDB)
Ethylenc dichloridc
Fluoranlhcnc
Fluorene
Heptachlor
Hcptachlor Epoxide
Hcxachloro-1 ,3-butadienc
Hexachlorobenzene
Hexachlorocyclohexanc (Lindane)
Hexachloroethane
Indcno (1,2,3-cd) pyrcnc
Isobutyl alcohol
Isppboronc
Lead
Malathion
Mercury
Methoxychlor
Methyl ethyl ketonc
ORE MINING & DRESSING















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•
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                                                                                  r-(

                                                                                  CM

-------
MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Methylene chloride
4,4-Methylenebis (2-
chloroaniline)
Naphthalene
Nickel
Nitrobenzene
2-Nitrophenol
PCB$ (Polychlorinated biphenyls)
Pentachloro ethane
PenUchlorpphcnol
Phenanthrene
Phenol
Pyrene /
Pyridene
Selenium
Silver
1,1,1 ,2-Tetrachloroethane
1 , 1 ,2,2-Tetrachloroethane
Tetrachloroethylene
(Perchloethylene)
Teirachjarophenol
1 ADHESIVES
II
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.


•






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1 BATTERY MANUFACTURING
V


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COALMINING
.

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                                                                                   CVJ

-------
MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Mcthylenc chloride
4,4-Mcthylcncbis (2-
chloroaniline)
Naphthalene
Nickel
Nitrobenzene
2-Nitrophenol
PCBs (Polychlprinated bipbenyls)
Pcntachloroethane
Pentacblorophenol
Phenanthrene

Phenol -
Pyrcne^
Pyridene
Selenium
Silver
1,1,1 ,2-Tetrachloroethane
1 , 1 ,2,2-Tetrachloroethane
Tetrachloroethylene
(Perchloethylenc)
Tetrachlorophenol
ORE MINING it DRESSING II


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                                                                                 CM

-------
B/154F/402J-002/NPDES.TBL
               MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Thallium
Toluene
Toxaphene
1 ,2,4-Trichlorobcnzenc
1,1,1 ^Trichloroethane
1 , 1 ,2-Trichloroethane
Trichloroethylene
Trichlorofluoromethane
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
Trichlorophcnoxy-2'propionic
acid
Vinyl chlorider (chloroethylene)
Vinylidene chloride
7;*t/t

In
ADHESIVES






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                                                                                                            LO

-------
MATRIX OF POLLUTANT OCCURRENCE IN INDUSTRIAL WASTESTREAMS (Continued)

Thallium
_

Toxapheno
1 ,2,4-Trichlorobenzene
1,1,) i-TrichJorocthane
1,1,2-Trichlorocthanc
Trichlorocthylcne
Trichlorofluoromethane
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
Tricblorophcnoxy-2-propionic
acid 	
Vinyl chloride (chloroethylene)
Vinylidenc chloride
Zinc
ORE MINING & DRESSING










•



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ORGANIC CHEMICALS




•

•
•
•
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•

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PLASTIC & SYNTHETICS 1






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                                                                                   I
                                                                                  CVJ

-------
                              PRACTICAL EXERCISE

                     Review of NPDES Permit Applications
                                    * •
GIVEN;      NPOES Application Forms 1 and 2C from Luster Glass Inc.

REQUIREMENT;      Review the  permit  applications from  Luster Glass  Inc.  and
                  answer the questions below.

QUESTIONS;

(1)   Is this  facility  a POTW or  does  it  have a concentrated  animal feeding
      operation?	
42)   Who is Mr. Ceccarelli?
X3)   What does Luster Glass Inc. make?
(4)   Did the proper official sign the application form?
      How do you know? 	
(5)   To what body of water does Luster Glass Inc. discharge its process water?
(6)   How many outfalls are there at Luster Glass?
(7)   Has the company collected any data on the toxicity of its wastewater?


(8)   Does Luster Glass Inc. have its own analytical laboratory for the analysis
      of priority pollutants? 	

(9)   Based on your cursory review  of  the  application,  which pollutants would
      you limit in a permit for Luster Glass Inc.?
(10)  Based on the water flow schematic included in the permit application, what
      wastewaters are treated at Luster Glass Inc.?   What is the total treated
      wastewater flow?  	.
(11)  What is  the wastewater  flow after  treatment shown  on the water flow
      schematic?


(12)  Does wastewater flow into treatment equal wastewater flow out of treatment
      on the water flow schematic?
                                     2-17

-------
2-18

-------
 PIMM print or type in the unihaoad areas only
 Mill-in tnut are «xotf tot •>'<• no*. '-•.. 12 chtrmcttrt finch I.
                                                                                     form Appro**! OMB No. KMO-OOS6 Appro**! ffptnt 7-31*9
                                              GENERAL INFORMATION
                                         (Ktfd IHt "G*n*m liurructiont" off of* itirHns.)
          PIF

           . MUMBC*) \
  . EPA 1.0.
  .  \  V
 .III1. FACILITY NAME
   \  \   N  N  \  N
    FACILITY

\ *\'<\N\AD\R\"1
 II. POLLUTANT CHARACTERISTICS
                                                                                              If • pteprlinad 1** haa been provided, rtfix
                                                                                              it In the aeaii»ienu' apace. Review the inform-
                                                                                              atton carefully; H any of it is incorrect, crew
                                                                                              through it end enter the comet  lira  in  trie
                                                                                              appiepriaui flll-rn araa-melow. Ano. if any of
                                                                                              th» preprinted dm if ebetm fcne  area to  cfte
                                                                                              Iftt of  thf tec*/ apace Mm tfl* rnformto&t
                                                                                              cner anew*/ teemr). plan provid*  rt in  tf»
                                                                                              proptr  fill-in irwA/ bctow. If tnt l«»l •
                                                                                              eomptan and comet, you nnd not eompicn
                                                                                              Ittrm I.  III.  V. md VI fnapt  Vt-B  mtUctt
                                                                                              man b* tampittmJ  nomrOrtaL Comptott  «H
                                                                                                   if no WM4 hw tw*n prevtdtd. Rtf*r to
                                                                                                   bmruetloni  for OMiM  torn  i1»iiiii
                                                                                              tiom and for tht l«g>l Mithorizitiont  under
                                                                                              which thii dm • collccad.
  INSTRUCTIONS:  Complta A throujh J to dtttrmim wtMthw you M«d to wbmit iny pfrmit •opliation forms to tin EPA. If you vawn "ytt" to my
  quotient, you must submit this form sod tht pjpptamsnttJ form lintd in tfw ptranthssa following thf Qotstion. Mark "X" m tfw box in tilt third column
  if thi supptemtnal form is sraehtd. H you MMMr "no" to tKh quWion. you ntod not submit cny of thsst forms. You may snswtr "no" if your activity
  is axdudsd from permit raquinmtnts; M Swtion C of tht mttructjom. Sat also, Saction 0 of tht instructions for oafmitions of baM-faod Mmt.
                specific QUOTIONI
                                                                                    •rcciric OUBSTIOMB
                                                                                                                                 ATTACVC*
  A. It  thn faciliry
     which rwulti  if
     (FORM 2A)
                 e publicly owned ueauiiem works
                  a dweharae to water, of the US.?
Does or will this facility rafter nltOna. or pnpamd)
include e apnaantnted ananal faadang operation or
       •rime) production let BUD which return in e
       i to water* of the UJL? (FORM 28)
     li thn i facility which currently multa in oiconargwj
     to  wMwi of tlM IL& other than thoat PMCfitxd in
               •7 (FORM 2C1	
                                                                      , li th» a propoaad (acuity lather tntn rfiim oaaenaao
                                                                       In A or B fbort) which win raautt in a dajrtani to
                                                                                           BM2O)	
  E. Don or will thn facility tract. More, or diapoat of
                    ? (FORM 3)
                                                                    F. Do you or will you infect at thfe facility indmtrial or
                                                                       municipal effluent below tht lowermon ttretum con-
                                                                       taining, within one quarter  mile of the well  bore.
                                                                       underground aourcei of drinking water? (FORM 4)
  C. Do you or will you iniect at tnu facility any produced
     water or other fluid] which are brought to the curfece
     in connection with conventional oil or natural OM pro-
     duction, iniect fluidj uied for enhanced recovery of
     oil or nature! gat. or iniect fluids for (toraga of liquid
     hydrocarbon*? (FORM 4)                   	
                                                                    H. Do you or will you inject at thla faculty ftuUi for epe-
                                                                       dal urotaaai auch at mining of auffur by the F reach
                                                                       PTOOMR, a9njtton mining of mlnarala. In attu oombua-
                                                                       tion  of foaril fuel, or recovery of geetheiiiaJ energy?
                                                                       (FORM 4)
I.  Is this facility e proposed ilaumwiy aouree which a
   one of the  28 industrial categories lifted in the in-
   structions and which will potentially emit 100 ton
   per  year  of  any air pollutant regulated under the
   Clean  Air Act and  may effect or be located in an
               a? (FORM 5)
                                                                       J.  n mt$ facility • propOMd •ttoofWrY flOWey wnicn is
                                                                          NOT one of the 28 InduaMal mujgeiiea lifted in the
                                                                          inctructioni and which wW potentlaUy emit 260 tons
                                                                          par year of any eir pollutant raoutated under tte Clean
                                                                          Air Act and may aflact or be Icimiad in an attaaviMnt
                                                                            i? (FORMS)
                            A. NAMI • TITLB (Imt, tint. * ttlltt
            CECCARELLI IVO ENV.  COORD.
V. FACILITY MAILING AOOR
                 A. amcKT. NOUTC MO. on OTMKH sr>cciric IOCNTIFIKM
                  RIDGE DRIVE.
                           e. COUMTV NAMC
        .   COQK
                             C. CITV OH TOWM
     .   .   H08RIS
                                                                                      «. ZIP COOK
                                                                                    60123.
                                                                                                        if ttnoumi
EPA Form 3610-1 (Re*. 10-80)
                                                                                                                   CONTINUE ON REVERSE
                                                      2-19

-------
 CONTINUED taOM THE FRONT
                                                                     T—I—T
                                                                                            •. UCOMD
     T—i—r
      .3211 .
(iptcifyi
       GLASS MANUFACTURING
                                                                ftptdfjr)
                                                                                            o. reuMTM
  VIII. OPERATOR INFORMATION
                                                                                                              3. It th* IMRM >t*tma tr
              |-III   I   I  I   I  I   I

                      LUSTER GLASS INC.
                                                                                                              EC YES  O NO
        c. STATUS or orCKATOK (Entfr rht ffproprltiu lemr bite tht tamer be*: If "OOttr".
                                                                                                  O. VMOHK (SIM C0d« A IMk*
    F- FEDERAL
    S - STATE
    P - PRIVATE
        M - PUBLIC fottitr than fttttrml or no*)
        O " OTHER towel/*)
                               B. BTI»««T OK P.O. BOX
                                                                                           IX. INDIAN LAMO
                            r. CITY on TOW
                                                                                            It KM facility looted on Indian lanm?

                                                                                                   YES     GO NO
 X. EXISTING ENVIRONMENTAL PERMITS
       A. NPDBS (Ditchtrtts to Surfac* wttmr)
                                                         m. erne* Itptttfy)
      m. uic (VnOtitratatd Inftctton of Fluid*!
           c. MCHA (HsiMraoul Wattttl
  Attach to this ipplieation • topographic nwp of the »n» cxttfiding to M Mswt ont mil* bvyond proptrty boundaries. The map mun show
  the ouTiino of tha febslity, tht tecstion of each of its existing and proposed intake and diachargt tuuctuies, each of hi hazardous waste
  treetragj?*, s»sre=5.."s? 5*5Ciii .^5i;:ti^, -^1 nsr. -^s;: v^cn it ^:?rri T^:S! •j^-rrrrjri. :Trr^5 ill springs, rivers and other
  water bodies in the map area. See instructions for precise requirements.
 XIL NATURE OF BUSINESS Iprmidt • tritf dtKriptionJ
             AUTO TEMPERED AND AUTO  LAMINATED GLASS MANUFACTURED
 XIII. CERTIFICATION (m* fmovettomT
  I certify undtr ptmltf of lew thtt I h*t» personally wumimd tnd m fmoHltr wftfi the information amftrn/tterf in tttit application »nd til
  ftuefwnamg and that, baaed on my inquiry of thorn penorm tmenedjataty reapontibta for obtaining the information contained in the
  application. I believe that the information it true, accurate and complete. I am avert that there are lign/Rcam penaltiet for submitting
  falaainfomtation.incrudir^theposabilrtyoffineandimpriaonmem.
          « OFFICIAL. TITIK (type or print I

           JOHN BAKER
           VICE PRESIDENT
                                                         . SIONATUIIB
                                                                                                               TC SICNCD
 COMMENTS FOR OFFICIAL USE ONLY
EPA Form 3610-1 (Rsv. 10-80) H
                                                                                    » U.S. Sov«rn««nt
                                                        2-20

-------
  4.813 MOO
 cur WAIER
ro
 I
ro
                                       AUIO CLASS
                                        TEMPERING
                                      PREPARATION:
                                        CUTTING.
                                        GRINDING.
                                       POLISHING.
                                         SENDING
                                       AUTO GLASS

                                        TEMPERING
                                       AUTO GLASS
                                       I AMI Mil ON
                                      PREPARATION:
                                        CUTTING.
                                        •ENDING.
                                         •ASHING
                                       AUTO GLASS

                                       LAMINATION
                                        2.5 HGD
                                    RECTCLED PROCESS
                                     COOLING WATER
                                      COOLING TOWER
•.96 MOD
                                                             l.«3 MOO
                                                             1.213 MOD
                                                             •.91  HGD
                                                             • .45 UCD .(SLOWDOWN)
                                                                                     •ASTEIMIER

                                                                                       TREATMENT

                                                                                        SYSTEM
   SCHEMATIC OF
•>  WATER FLOW    :

 LUSTER GLASS INC
  MORRIS. I HO UNA
                                                                                                          4.13 MOO
                                                                                                                                            OUTFALL Ml
                                                                               4.S63 HGD
                                                                               7.«6  cfs
                                   «.?5 MOO AtMOVHERE

-------
ro
ro
ro
                    ~VV V /If. V  /^y/*t—HHK

                    ^ LUSTER GLASS, INC.
                                                   llinois River
DISCHARGE
                                                                                   LOCATION  MAP


                                                                                  LUSTER GLASS, INC.

                                                                                  Fictitious Location


                                                                                     SCALE  I'-24000
                                                                                                Hill

-------
'••PIMM or.nt or tyo« '" the unshaded arMs only.
                                                                                                           7-3I-S8
2C
NPOCS
-•• - -v-JSSSP
•r% i™er^Ji» v:.-4qSr
iL^siiL^lsiiiir^sii • ^Beii^eaBBBBBBikMieM
^•RFsCeT^r^ ocwiw
1. OUTFALL LOCATION ^•^•^•^•^H
IBiieps-: AmjCAnoH FOB PERMIT TO oacMAHot muimATsw: '- 1
flmmirACTUftmo. COMMERCIAL. MINING AND SILVWULTUMAL OKRATIONS I
Consolidated Permit* Progrwm \
For eeeh outfall. li*t the latitude and longitude of its location to the nearest 1 5 seconds and the name of the receiving water.
X. OUT
NUMI
llil\

1 1. 0««. *. MIM. • '». ««C.
001 42 36






1. O««. I. MIM.
98 30





1. **C.
O. OBCIIVIMO WATCH (*mm* 1
ILLINOIS RIVER







II. FLOWS. SOURCES OF POLLUTION. AND TREATMENT TECHNOLOGIES ^(.•••••••••••••••••••••••••••••••••••••••••••^B
A. Attach a line drawing showing the water floi
and treatment units labeled to correspond to
flows between intake*, operations, treatment
pictorial description of the nature end amount
w through the faciliw. Indicate sour
rhe more detailed descriptions in Ite
units, and outfalls. If a water baler
of any source* of water and any coll*
on of intake water, operations contributing wastev
ice cannot be determined ie.0.. for etmin mining
ction or treatment ineaaiiei
vater to trie effluent.
I by showing average
tetnitimi, provioe a
B. For each outfall, provide e description of: (1) All operations contributing wastewater to the effluent, including process wastewater. unitary wastewater,
cooling water, and storm water runoff; (2) The average flow contributed by each operation: and (3) The treatment received by .the westewater. Continue
on additional sheets if necessary.
1. OUT-
(lutl
001










Z. OFBRATIONISI CONTRIBUTING FLOW
a. OPERATION Ilittl
PROCESS FLOWS
,



Cooling Tower Slowdown

-
















b. AVERAGE FLOW
^include unittl
411"; M0H




0.45 MOD


















1. TRe.ATM«MT
•. ocxcmmoN
011 /Hater Seoarator
Settllna -Basins



MIXING WITH OTHER STREAMS

/

.














b. LIST cooes FROM
TABLE ZC-1

l-ll



1-0



t
1
:

1
1






1 1

f
i
OFFICIAL. USE ONLY ftfflutnl luidtlinet •ub-catltontu
 EPA Form 3510-2C (Rev. 2-85)
                                                          PAGE 1 OF 4
                                                                                                            CONTINUE ON REVERSE
                                                       2-23

-------
CONTINUE D ECTOM THE FRONT                   	
CTCMimfDr Aormrvnerf;^^u.ort^
             res rrompferc* tht foU Section IVl
  6. An the limitation* in the applicable effluent guiocune expressed in terms of production lor ottttr mtumaw efapfrmanlJ
           "•»«» tcomplrti /tern III-Ci                                                 JjHO "" "> S»etion IV I
  C  If you answered 'yes to Item III-B. list the quantity which represents an actual measurement of your level of production, expressed m tre terms a»o onus
     used m the applicable effluent guideline, and indicate the affected outfalls.
                                             V AVERAGE DAILY PRODUCTION

                                                                                                                            J. AFFCCTIO

                                                                                                                         flur rtutfall nil—,9«m;
     40.000

       •

    275.000
                            FtVOAY


                            Ft '/DAY
AUTO TEMPERED GLASS


AUTO LAMINATED GLASS
                                               001


                                               001
 A  Are vou low  orfitr environment, j'o/w.i -v-.--; •-, »»*rec:
                                                                               acn orogram if now unaerwtv  0^ piannea. £-c  "C Ci'^ , o»- .-: -«  of
                                                                               ONAL. CONTROL i*itoGf»AM« is ATTACHED
EPA Form 3S10-2C (Rev. 2-85)
                                                                 PAGE 2 OF 4
                                                                                                                          CONTINUE C'. 'ACE i
                                                                    2-24

-------
J,  CONTINUED PROM PAGE 2
                                                    Form Aporo*ed.
                                                    OMB .vo 20*0-ooee
                                                            eieires 7 3> -88
   V. INTAKE AND EFFLUENT CHARACTERISTICS
                                        CPA I.O. NUMBERrcopy from item 1 of Form Jt
    A. B, & C:  See instructions before proceeding — Complete on* set of tables for each outlall — Annoutt the outfttl numtMr in ttw «Ma providtlti V-A. V-6. and V-C »re included on uo*rne «n««u numbered V-1 trirough V-9.
     D. Ute the ipece below to lin »ny of the polluunti lifted in Table 2c-3 of the instructions, which you know or haw reason to belieM i> discharged or -nay oe
        discharged from any  outfall. For every pollutant you list, briefly describe the reasons you believe it to be present and report any analytical data .n your
        possession.
                                               2. SOURCC
                                                                                                                     2. SOUNCC
             N/A
N/A
N/A
                                                                    N/A
   vi. POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS.
    Is any pollutant listed in Item V-C • substance or a component of a substance which you currently use or manufacture as an intermediate or (mat product or
    byproduct?
                                  YI» Ilitl all 4ueh pollutants Of low I
                                                                                              "NO (to to Ittm VI-B)
            ZINC
  EPA Form 3510-2C (Rev. 2-85)
                                                                  PAGE 3 or 4
                                                                                                                       CONTINUE ON =EVERS
                                                             2-25

-------
CONTINUED FROM THE FRONT
     BIOUMICAL TOXICfTY TSCT1MQ DATA
                                 to believe am* any Biological Met for acute or chronte ttnuciry nm been made on any of your aiactwrgn
  OovauMneav*
                       to vour Mtetmwm twtfan MM tan 3 yean?
                    2}TB> (Identify fnr leant and dfKtbf tn*ir gurpoen
                                                                                      £2 NO fro to StcMcm V7/7J
            Whole Effluent Toxlclty -

            Acute and chronic Whole Effluent  Toxlclty tests were conducted to
            satisfy an NPDES permit requirement for biomonitoring.   Initially,
            in February 1988. a  sample MBS analyzed for  acute and chronic
            toxlcity using both  Ceriodaphnia  dubia and Pimephales promelas
            (Fathead minnows).   The results indicated that Fathead minnows were
            the more sensitive of the two species and were used in subsequent
            tests.   Chronic toxicity to Fathead minnows  varied from  1.31 to
            3.5S  Acute toxlcity varies from  &3 to 24.8S.   A total of 12
            monthly samples were analyzed for acute and  chronic toxlcity over
            the course of one year.  Results  are presented in Table  3.
VIII CONTRACT ANALYSIS INFORMATION"
  W«re «ny of ttw analysM reported in Ittm V performed by a contract laboratory or consulting firm?

                    nr ves fllat fn* name, oddngt, and telephone number of, andpottutantv
                           analyitd ey, tocH tuch laboratory or firm btlow)
                                                                                       ~ no do to Section IXI
                                                        e. AOOMCSS
                                                                                     forgo cod» ^ no.)
       MFA«;ilBFWFMT I
                                                                                    312-£84-'
                                            CHICAGO, IL
                                            60020
                                                                                                       129 PRIORITr POLLUTAHTS
                                                                                                       BOD. TOC, COO,  TSS,  ZN.
                                                                                                       CU. PHOSPHORUS,
                                                                                                       CADMIUM, LEAD
IX. CERTIFICATION^
 /certify undgr petntlry afltw thtt this document mnd mil inacnments were preptrtd under my direction or supervision in eccordance w/r/i a system designed to
 assure that qualified personnel property gather end evaluate the information tubmined^Beted on my inquiry of the penon or persons who manage the system or
 tttoto persona direclty responsible for gathering the information, the information submitted it. tothe best of my knowledge end belief, true, accurate, and complete.
 I em aware that there ere tigruficorn penalties for submitting false information, including the possibility of fine and imprisonment tor knowing violations.
A NAME oV OFFICIAL, TITCE 'f\P#' «>r print/


  JOHN BAKER.  VICE PRESIDENT
                                                                                           B. PHONE NO. 'UTC -: •••-
                                                                                             312-834-4536
  C SIGNATURE
                                                                                           D  DATE SIGNED
 EPA Form 351O-2C (Rev. 2-85)
                                                           PAGE 4 OF a
                                                              2-26

-------
[i
PI t ASK I'HINI Oil 1 VIM IN 1 ML UNSIIAOLO AHEAS ONLY. You m.iy rupuil umiu in .ill til
tins mloi million nit si:|iiiia1r slici'U fuse the same lunnut) inslifuil (if riiiiiplrliiuj ilifst1 |>;HJI:S
StE INSTRUCT IONS
IS)
1
ro
•vl




V. INTAKE AND EFFLUENT CHARACTERISTICS it ,;,linueI.I, IV, ,1 ,:,,.,l,;i / .11 (ftf
••••••^•••^••TTTTTT * L L NO
^^^^^^^^^B 001
y iiiillutanl in this tahle. Complete one ladle loi each outlall. See inslroclionj lor additional details.
2 EFFLUENT
M 10 C)AY VALUE
arfifftiofe/


...
...
...




VALUE
V ALUE
MINIMUM"
6.9


MAXIMUM
7.6
C LONG TERM ftVPf VALUE
25.0 237.0
...
...
18.8 290.9
...
VALUE
4.563
VALUE
VALUE
^^x^
II. NO. Of
ANALYSES
4
1
1
52
1
52
1
1

a, CC
J UN
»«>.•. i/v if
mg/1
mg/1
mg/1
mg/1
mg/1
MGD
TS
blankl
IBS
IBS
IBS
IBS
IBS
...
"C
"C
STANDARD UNITS
4. INTAKE (opilunal/
t LONG TERM

...
...
...
...
VALUE
V ALUt
V ALUL
b. NO. or -
ANALYII*

...
...
...
...
52
...
...
-— — -___^ — —r
PART B • Mark "X" in column 2-a lor each pollutant you know or have reason to believe is present. Mark "X" in column 2-b for each pollutant you believe to be absent. If you mark column 2a for any pollutant
which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of al least one analysis for that pollutant. For other pollutants for which you mart
column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions lor additional details and requirements.
1. POLLUT-
ANT AND
CAS NO.
(It fuoltobltl
a. Bromide
(24969-67-9)
b. Chlorine,
Tolel flaildual
c. Color
il. Fecal
Cnlilnrm
• 1 luuilile
(16984 48 Bl
1 NilialM
NIUIlM (at N>
t. MARK 'X1
a. MI-
• MM-



b. M>
AM*
X
X
X
X
X
X

a. MAXIMUM
10


'
DAILY VALUE "'


• ,/••'
3.
"I? owe



EFFLUENT
f OjAV VALUE C.LONG TERM


	 *"
ttMef VAC"e .iN^o. or



4. UNITS 9. INTAKE fufirimluO
a LONG TEttM ,-,_ __
a LONCEN . „.„« AVERAGE VALUE * N?:?P
-RATION ".MAM (,] - ^ „„, ^\^





-

FPA Form 3610 2C (Rev 286)
                                                                  PAGE V-
                                                                                                                           CONTINUE ON REVERSE

-------
                 ITEM V B CONTINUED FROM FRONT
1. POLLUT-
ANT AND
CAS NO.
(If wallablt)
|. NIV09»n,
Totfl Organic
(o.N)
h. OH end
Qraaaa
1. Phoaphorut
la PI. Total
(7723- 14-0)
2. MAMK 'X'
a. »t
**•••

X
X
li .,
AU-
X


I. Radioactivity
111 Alpha,
Total
(21 Bat*.
Total
(3) Radium.
Total
(4) Radium
226. Total
CTsoltata"
In, SI 1.1 1
1 14808 79^2
1. Sultlda
tat S>
"m. Suifita^
(AILV VALUE

88
29







. .. .-. . .

"••"""HflW














L8ftv VALUK











\





••"^WJt

12







	 	 •








W*LUt

39
19






.. ... .








1 NO. 01
ANAL

4
4






--- '








4. UNITS
a. CONCEN-
TRATION

mg/1

















II MA&S

lb/d
Ib/d
















S. INTAKE (iipliuniill ~*.
AetSTAifi




















kVA\MUt



•




	 1










NO or
ANAL-
vavft 1

;

, j




	

	




....

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to
EPA I.D. NUMBER (colly tntm Hem 1 of farm II OUTFALL NUMBCR
CONTINUED FBOM PAGE 3 OF FORM 2 C IL0654 1 001
/ unit Apftiuvutt
OMB No 1O4O OOSli
Aiipiotdlmiuiei 7 31 88
PART C - II you ara a pr imary industry and this ouilall contains process wastewater, refer lo Table 2c-2 in the instructions to determine which ol the GC/MS tractions you must test lor Mark "X" in column 1
2 a lor all such GC/MS tractions that apply to your industry and lor ALL lone metals, cyanides, and total phenols. II you are not required to mark column 1 atsecondaty industries, nonprocm ~*l
H/astawater out/alls, and nonreqwred GC/MS fractions), mark "X" in column 2 b lor each pollutant you know or have reason to believe is present. Mark "X" in column 2-c lor each pollutant you M
believe is absent. II you maik column 2a lor any pollutant, you must provide the results ol at least one analysis lor that pollutant. II you mark column 2b lor any pollutant, you must provide the results
ol at least one analysis lor that pollutant il you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolam. acrylonitrila. 2.4 -l
dinitrophenol. or 2-melhyl 4. 6 dinitrophenol. you must provide the results of at least one analysis for each of these pollutants which you know 01 have reason to believe that you discharge in
concentrations ol lOOppbor greater. Otherwise, lor pollutants lor which you mark column 2b, you must either submit at least one analysis or briefly describe the reasons the pollutant is enpected to
be discharged. Note that there are 7 pages lo this part; please review each carefully. Complete one table fall 7 pages) lor each ouilall See instructions lor additional details and requirements. • —
1. POLLUTANT
AND CAS
NUMBER
(II oMuffablf)
2. MANK -x'
KT.Vflb •»•
tNU b.l». W KU
**.• 1 fH*.-
UUIN 1 k«NT
c •»•
HBW..L
*••
• •Ml
1. EFFLUENT
a. MAXIMUM OAILV VALUE

METALS. CYANIDE. AND TOTAL PHENOLS
IM. Antimony:
Total (7440-360)
2M. Artenic, Tola!
(744038 31
3M Beryllium.
loial, 7440 41 n
4M. Cailimiiii..
Tolul (744U 4.1 yt
SM. CIllUMtllHII.
'olal (744U 4'/ 111
IM COM*.'. Tolll
7440 SO 81
7M liad. loUl
1743992 1)
HM. Murcury, Total
1743997 6)
9M. Nickel. Toil!
1744002 0)
IOM. S«l«niu.n.
Total 17782 4» 21
MM. Silver. Total
(744022 41
I2M. Thallium.
total |M40 2H 0)
I3M Zinc, lolal
17440666)
I4M. CVIMI.IU,
lolal tb» 12 '->!
IfiM riiiiiuilk.
luinl
UIOXIN
.• .1 ; n i 	 i
	 1 1 fn-i in i.
X

X

X
X
X
X
X
X
X
X
X
X
X
X
X
X

(J.U24
U.07





b MAXIMr»^2.?^v VALU"



\.



C.LONO WJUWUf. VALUE




o.oiu
U.03G




	


d NO. OF
AN AU-




4
4
III S< If MM 1*1 SIM 1 S
4. UNITS
a CONCEN-
TRATION




rng/1
mg/1
U MASS







S. INTAKE (optional 1
a. LONC
AVCH AC
|.| CUHC.~-







TERM
t VALUE
(.1-...





. ... . . .


bNO.tf|>
ANAI>
vsti
1 	 -Ta,


	
	
	 —


EPAt«ini3b10.2ClH..« ?«6| |.«<.tv. CONHNUl ON HI VtMSl

-------
           CONTINUED FROM THE FRONT
i. POLLUTANT! 2 MANK *
AND CAS 1 	 1 	 r -
NUMBER P .N.!" 1 1. S! Jtutii,
, i iij. 1 **i r>fc. n *•
flf UI'UlhlMi J I utilN 1 StNf 1 tkNf
1 aVU 1 1
3. AFFLUENT
«. MAXIMUM OAILV VALUE
|i|
GC/MS FRACTION - VOLATILE COMPOUNDS
IV. Acrolaln
(107038)
2V. Acrylonltrlla
1107-13-1)
3V. Banian*
171 43 21
4V. BIlfCMoro-
melHyll Elhar
(54288-1)
6V. Bromolorm
(76-26-2)
6V. Carbon
Tatrachlorlda
(662351
7V. Chlorobantan*
(10890-7)
8V. Chlorodl
hromoni* thane
(12448 1)
9V. Chloroaihiine
(76003)
10V. 2-Chluro
atliylvinyl Ethar
(110766)
11V. Chloroform
167663)
12V. Dlchloro-
bromomathana
(76-27-4)
13V. Dlchloro-
dlfluoromathana
(76-71-8)
14V. 1.1 Dlchloto
athana (76-34-31
16V. 1.2-Dlchloro
athana (107-06-2)
16V. 1.1-Olchloro
•thylcii* (76 35 41
17V. 1.2 Dichloro
propana (78-87-61
16V. 1.3-DicMorg-
proprHnalMJ 7681
10V t thylliaiwmia
[10041 41
^IIV Mirlliyl
Hi 	 .In 1/4 It I'JI
21V M.-H.vl
1 MI.I i.lo 1 /•! II ' ll







...


_X_.
K
8
8
.8.
X
X
X
X
X
X.
X

a
.A.
X
X
EPA Form 3510 2C (Rev 2 85)
... 	



•
|,|M...

	





11. MAXIMUM : i>tt,u>*l> ;
.1 1 ONC
AVLIIAG
|l| C.IMCIX-
tM «1IUN











	

- -.

	


'lIBM
VALUf
|l) M*f«





	











	


1 NO. Ojf
ANAUk.
j/iSf"
'1




	











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rPA l.li. NUMBLH (fol'y fntm lli'iii 1 of Forth O
nnfi*4i9i
1. POLLUTANT
AND CAS
NUMBER
ll/ Ul'UlfatllfJ
2 M AHK 'X'
^'
*..IH
- kU
II. ...It..
t (. V 1 UlLIk W ft 1
I>MI. n •.-
*LNt 1 «kNI
.1 .
3. EFFLUENT
«. MAMIMUM C1AILV VAUUt
	 L1,1 	 *I !•!«...
GC/MS FRACTION - VOLATILE COMPOUNDS M»i(i>iu,-,0
22V. Mathylan.
Chlor Ida (76-09 21
23V. 1.1.2.2-Tetra
chlor oethane
(79345)
24V. Talrachloro-
alhylana (127-18 4)
28V. Toluene
1108883)
26V. 1.2 Tf.nl
Dlchloroathylana
(156606)
27V. 1.1.1-Trl-
chloroathana
(71 5561
28V. 1.1.2-Trl-
chloroelhane
(79006)
29V. TtlchloiO
olhyHni (7901 61
30V. Trlchloro
tluoroinethane
(75694)
31V. Vinyl
Chloride (76 01 41
- -\





.8.
X
X
X
. x
X
X
X
X
x




C/MS FRACTION - ACID COMPOUNDS
A. 2-Chloropheno
18678)
2A. 2,4 Olchloio
phanol (12083 2)
3A. 2.4 Dimethyl
phanol (106 67-91
4A. 4 6-Dlnitro O
Crawl (634-62 1)
5A. 2.4 Olniuo-
phanol (61-28-6)
6A. 2-Nllrophanol
(88 76 61
7 A. 4-NitrOphanol
(10002 7)
8A. P Cliloro M-
C'awl 169 bO 71
!t A I'tlllllM Illlll H
iiin 	 i in' nii '.it
IDA I'lHMiiil
i KUI *is :>i
1 IA V.I.I. Ill
i liluHiiihttiml
















	 i.
_x
_g
. JL
x 4
X
»
X












• —










•
II. MAXIMUM 10 DAY VALUE
(if available)
lSb
J.Q. 1 /l)i,i/u».i( •.-./»'••.
-------
             CONTINUED FROM THE FHONT
1. POLLUTANT
AND CAS-
NUMBER
III available! •
GC/MS FRACTION
18. Acanaphlhana
(83329)
28. Aeanaphlylana
(20896-81
38. Anthracana
(120-12-7)
48. Banildlna
(92876)
68. Bant o 
Anlhracana
(66663)
68. Banio lal
Pyrana (60-32-8)
78. 3.4 Ban/o
fluoranthana
(205 99 2)
8B Banio Iflnl
Parylana
1191 242)
9B. Banio f*J
Fluoranthana
(207089)
108. Bit d-fnluni
tlhn\ yl Mclhana
III 91 1)
IB. Bll (2-CMuru.
Ihyll Elhar
111-44-4)
III Bi«|7 CMorouo-
138. Bit (2-Kthyl-
hiiyll Phlhalata
111741.7)
148. 4 Btomo
phanyl Phanyl
Ethar (101-66-3)
168. Butyl Baniyl
Phlhalata (86-68-71
168. 2-Chloro-
naphihalana
(91 68 7)
178. 4 Chloro
lihanyl Phanyl
Elhar (70057231
188. Chryaana
(21801-9)
198. Dlbanio (a.h)
Anlhracana
163 7031
2011 1.2 Dichlimi
l.oiilaim («B 60 II
31B. 1.3 Olchloro-
-i,
•:.v
.:•,„
..J.U.
-BA






	



M ANM 'If
•Sffhr-
»•*•! 1 •» **f
iE/NEUTRAI





i



X
X
X
X
X
X
X
X
X
X
X
X
X
X
x_
X
X
X
X
X
X
.1 1 ' • I.IJtNT
a. MAXIMUM OAILV VALUE

. COMPOUNDS







-

• .





• 	 -


EPA Form 3610-2C (Rev 2-8S)
U. MAXIMUM 10 DA V VALUE


•

	 	
\





'


-
C.UONO 'fffjgj^f- VALUE










. 	 	




•




. . . 	



	 	 .
il NO or
ANAL





	
•




4 UNItS .
4 TONI'ftN
IHA1ION








-



Il MASS






— " 	 '
	





S INTAKt (. i/.li..
• I.ONf
^AlCtJIAfiJ
|,| C..H- •-
















vVLUt











... 	 !





-

lull
i NO or
ANAL-











	




. . 	 I
1
PAGE V-« CONTINUE ON PAGE V-7
ro
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CONTINUED FROM PAGE V-6
1. POLLUTANT
AND CAS
NUMBER
fi/ ai>mliibfr)
OC/MS FRACTION
22B. 1.4-Dlchloro
b«ni«n* (106-467
23B. 3.3' Dlchloro
Ixnildln*
(81 94 1)
24B. Ol«thyl
Phlh.l.l.
(84-68-2)
26B. Dlmdhyl
Phthiltt*
(131-11-3)
28B. Dl N- Butyl
PhthlUl*
(84742)
27B. 2.4-Dlnllio-
lolu«n« (121-14 2)
2BB. 2.6-Olnltio
lOlutn* (606 20-2)
29B. Di-N-Octyl
Phthilit*
(117-84-01
30B. 1.2-Olph*nyl-
hydrailn* tot Ato-
b»ni«n«M 122-66-7
11 B. Fluorinttwni
208-44-0)
MB. Fluorcn*
188-73-7)
338. H*ucMoiol»ni*ftt
34B. H«.«
ehlorobut»dl*n*
(87683)
3SB. H»»«chloco
eyclop«nudl«iM
(77-47-4)
36B. H«»»chloco-
•th.n. (67-72 1)
37 B. lnd.no
(l.3.3edl Pyrtn*
(183-396)
38B. IWphoron*
(78 69 1)
39B. N6|ihtli»l*n«
(91 203)
401) NHiulittlxuttu
I9U U'J 3)
•i in N NIIM*
tnillntullivlnnidtM
(l,v Ih ll)
<1?|l. N NllnmiMi
2 M A II H • N '
•:«•]
iH
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-------
STANDARD PERMIT CONDITIONS

-------
                   LEARNING OBJECTIVES

         Role of "boilerplate"

         Methods for placing conditions in permits

         Type of conditions
         STANDARD CONDITIONS IN THE PERMIT

         Standard conditions must appear in every NPDES permit.

         Standard conditions may be placed in permits verbatim or by
         incorporating them by reference.(§122.41)
            TYPES OF STANDARD CONDITIONS

    ' •    Responsibilities of permittee

     •    Testing procedures

     •    Records retention

     •    Reporting requirements

     •    Penalties for noncompliance .

NOTES:
                                   3-1

-------
   RESPONSIBILITIES OF PERMITTEE

Duty to comply

Proper O & M

Duty to mitigate

Need to halt or reduce activity not a defense

Duty to allow inspections/entry

Duty to reapply

Duty to provide information


       REPORTING REQUIREMENTS

More fr>e<5iient monitoring
                                      X
24 hour report of endangerment

Changed circumstances

     Plant alteration/addition
     Changed pollutants/flow/production
     Sludge use/disposal method

Anticipated noncompliance

Signatory/certification

Upset/bypass reports

Provide information as needed
                           3-2

-------
               OTHER STANDARD CONDITIONS




          Nontransferability




          Enforcement penalties




          Monitoring and records




          Bypass




          Upset




          Permit actions




          Property rights
NOTES:
                                   3-3

-------
3-A

-------
                              PRACTICAL EXERCISE

                        Identifying Standard  Conditions
                        Applicable  to  All  NPDES  Permits
DIRECTIONS;
Listed below are examples of standard conditions that apply to all NPDES permits.
Using  the  Code of  Federal  Regulations, look up each standard  condition and
provide the proper regulatory citation and a brief description of the permittee's
obligation.  (Hint:  All standard conditions may be found in 40 CFR $122.41.)


Group A

(1)   Duty to Reapply [ S            ]  	
(2)   Bypass [ S
(3)   Permit Transfers ( S
(4)   Twenty-four Hour Reporting [ S
(5)   Duty to Mitigate [ S
Group B

(1)   Inspection and Entry I S
                                   3-5

-------
(2)   Upset [ S
(3)   Planned Changes [ S
(4)   Permit Actions { S
(5)   Need to Halt or Reduce Activity not a Defense [  §           ]
Group C
(1)   Duty to Comply [
(2)   Proper Operation and Maintenance [ S           ]
(3)   Monitoring Reports  [
 (4)   Signatory Requirements  [
 (5)   Monitoring and Records  [ S
                                       3-6

-------
 EFFLUENT LIMITATIONS
GUIDELINES-BASED LIMITS

-------
             LEARNING OBJECTIVES

   What an effluent guideline is

   How effluent guidelines are developed

   What the relationship is between:

        Effluent guidelines, SIC codes, industrial categories,
        industrial subcategories, and CFR subparts

   How to calculate permit limits using an effluent guideline
 DEVELOPMENT OF EFFLUENT LIMITATIONS
               FOR NPDES PERMITS
Develop Water Quality-Based
       Limitations
 Develop Technology-Based
       Limitations
Effluent Guidelines
Best Professional Judgment
                   Compare Limitations
                  Apply the Most Stringent
                           4-1

-------
            EFFLUENT LIMITATIONS GUIDELINES

           Definition

                Effluent limitations guidelines are National standards
                prescribing allowable discharges of pollutants from
                industrial point source categories corresponding to
                various levels of treatment or control technologies
                (BPT, BCT, BAT, PSES, PSNS and NSPS).

           Scope

                Guidelines are established for most primary and some
                secondary industries.

           CWA Section 304(m)

                Guidelines may be developed for new or additional
                industries, such as:

                     ouiveiii t ccjcici S
                     Barrel reclaimers
                     Tank car/truck cleaners
                     Industrial laundries
NOTES:
                                     4-2

-------
    EFFLUENT GUIDELINES DEVELOPMENT PROCESS

     •    Define industry

     •    Collect data

               308 questionnaire
               Sampling and analysis program

     •    Major regulatory tasks

               Subcategorization
               Select pollutant parameters
               Assess representative treatment technologies
               Compute effluent limits
               Estimate compliance costs
               Select option for guidelines
               Produce development documents
               Perform economic and environmental impact analysis
               Assemble record
               Promulgate effluent guidelines
NOTES:
                                4-3

-------
          Federal  Register  /  Vol. 52.  No. 214 / Thursday. November 5. 1987 / Rules and Rsaulations   42325
 including the 65 -priority" toxic
 pollutant! and classes of pollutant*.
   Under tht Act tht EPA it required to
 establish several different kinds of
 effluent limitations guidelines and
 standards. They are summarized briefly
 below:
 1. Best Practicable Control Technolojgy
 Currently Available IBPTj
   BPT effluent limitations guidelines are
 generally based on the average of the
 best existing performance by plants of
 various sizes, ages, and unit processes
 within the category or subcategory for
 control of familiar (i.e- conventional)
 pollutants.
   In establishing BPT effluent
 limitations guidelines, EPA considers
 the total cost in relation to the effluent
 reduction benefits, the age of equipment
 and facilities involved, the processes
 employed, process changes required.
 engineering aspects of the control
 technologies, and non-water quality
 environmental impacts (including energy
 requirements). The Agency considers
 the category-wide or subcategory-wide
 cost of applying the technology in
 relation to the effluent reduction
 benefits.
 1 Best Available Techno!
 Economically Achievable
  BAT effluent limitations guidelines, in
subcategory. The Act establishes BAT
as the principal national means of
controlling the direct discharge of toxic
and nonconventional pollutants to
navigable waters.
  In establishing BAT. the Agency
considers the age of equipment and
facilities involved, the processes
employed, the engineering aspects of the
control technologies, process changes.
the cost of achieving such effluent
reduction, and non-water quality
environmental impacts.
3. Best Conventional Pollutant Control
Technology (BCT]
  The 1977 Amendments to the Gean
Water Act added section 301(b)(2)(E).
establishing "best conventional
pollutant control technology" (BCT) tor
the discharge of conventional pollutants
from existing industrial point sources.
Section  304(a)(4) designated the
following as conventional pollutants:
BOO. TSS. fecal coliform. pH. and any
additional pollutants defined by the
Administrator as conventional. The
Administrator designated oil and grease
a conventional pollutant on July 30. 1S79
(44 FR 44501).
  BCT is not an additional limitation but
replaces BAT for the control of
conventional pollutants. BAT remains in
effect for the toxic and nonconventional
pollutants. In addition to other factors
specified in section 304(b|(4)(B). the Act
requires that the BCT effluent
limitations guidelines be assessed in
tight of a two part "cost-
reasonableness" test American Paper
Institute v. EPA. 660 F.2d 954 (4th Or.
1981). The first test compares the cost
for private industry to reduce its
discharge of conventional pollutants
with the cost to publicly owned
treatment works for similar levels of
reduction in their discharge of these
pollutants. The second test examines the
cost-effectiveness of additional
industrial treatment beyond BPT. EPA
must find that limitations an
"reasonable" under both tests before
establishing them as BCT. In no case
may BCT be less stringent than BPT.
  EPA has promulgated a methodology
for establishing BCT effluent limitations
guidelines (51 FR 24974. July 8. 1986).
4. New Source Performance Standards
(NSPSI
  NSPS are based on the performance of
the best available demonstrated
technology. New plants have the
opportunity to install the best and moat
efficient production processes and
wastewater treatment technologies. As
a result NSPS should represent the most
~-~.T'^ _ ^.. ----enri-ra-- - A** V^»«»^« «**^**MS»W1C
througn the application ol oest available
demonstrated control technology for all
pollutants (toxic conventional and
nonconventional).
5. Pretreatment Standards for Existing
Sources
  PSES are designed to prevent the
discharge of pollutants that pass
through, interfere with, or are otherwise
incompatible with the operation of
publicly owned treatment works
(POTWs). The dean Water Act requires
pretreatment standards for pollutants
that pass through POTWs or interfere
with POTWs' treatment processes or
sludge disposal methods. The legislative
history of the 1977 Act indicates that
pretreatment standards are to be
technology-based and analogous to the
BAT effluent limitations guidelines for
removal of toxic pollutants. For the
purpose of determining whether to
promulgate national category-wide
pretreatment standards. EPA generally
determines that there is pass through of
a pollutant and thus a need for
categorical standards if the nation-wide
average percentage of a pollutant
removed by well-operated POTWs
achieving secondary treatment is less
than the percent removed by the BAT
model treatment system. The General
 Pretreatment Regulations, which s>.>!
 forth the framework for categorical
 pretreatment standards, are founo at -u
 CFR Part 403. (Those regulations contain
 a definition of pass through that
 addresses localized rather than national
 instances of pass through and does net
 use the percent removal comparison :est
 described above. See 32 FR 1586.
 January 14.1937.)

 6. Pretreatment Standards for New
 Sources (PSNSl

   Like PSES. PSNS are designed to
 prevent the discharge of pollutants that
 pass through, interfere with, or are •
 otherwise incompatible with the
 operation of a POTW. PSNS are to be
 issued at the same time as NSPS. New
 indirect dischargers, like new direct
 dischargers, have the opportunity to
 incorporate in their plant the best
 available demonstrated technologies.
 The Agency considers the same factor*
 in promulgating PSNS as it considers m
 promulgating NSPS.

 B. Overview of the Industry

   The OCPSF industry is large and
 diverse, and many plants in the indurry
 are highly complex. This industry
 manufactures over 25.000 different
 organic chemicals, plastics, and
 synthetic fibers. However, less than h.i.f
- 01 tnese products are produced in excess
 of 1.000 pounds per year. The industry
 includes approximately 750 facilities
 whose principal or primary production
 activities are covered under the OCPSF
 SIC groups. There are approximately JCO
 other plants which are secondary
 producers of OCPSF products, i.e..
 OCPSF production is ancillary to their
 primary production activities. (As
 discussed above in this preamble, this
 regulation covers OCPSF discharges
 from secondary producers, with certain
 exceptions.) Thus the total number of
 plants to be regulated totally or in part
 by the OCPSF industry regulation is
 approximately 1.000. Secondary OCPSF
 plants may be part of other chemical   •
 producing industries such as the
 petroleum refining, inorganic chemicals.
 Pharmaceuticals, and pesticides
 industries as well as chemical
 formulation industries such as the
 adhesives and sealants, the paint and
 ink. and the plastics molding and
 forming industries.
   Some plants produce chemicals in
 large volumes while others produce only
 small volumes of "specialty" chemicals.
 Large volume production tends to use
 continuous processes. Continuous
 processes are generally more efficient
 than batch processes in minimizing
                                                         4-4

-------
   GUIDELINES AND STANDARDS DEVELOPMENT PROCESS

Contractor
Studies
i


— *•
— »•

Technical Data
Development
Economic Impact
Analysis
Environmental
Impact Assessment
Regulatory Impact
Analysis
•*i


— »J
Promulgation
  of Final
 Regulations
                                          Treatment
                                           Options
   Final
Development
 Document
Internal
Review
                                        Internal
                                        Review
                                                         Proposed
                                                        Regulations
 Public
Comment

-------
   CONSIDERATIONS INVOLVED IN USE OF EFFLUENT
                          GUIDELINES

     •     Determination of proper category and subcategory

     •     Proper use of applicable guidelines to the category or subcategory

     •     Classification of plants which fall under more than one subcategory

     •     Determination of appropriate measures of production or flow

     •     Use of alternative limits

     •     Application of mass vs. concentration limitations
NOTES:
                               4-6

-------
Page No.
03/26/91
1972/
1977
SIC
Code
211
212
213
213
214
214
219
241
241
Bl
252
253
254
259
259
271
272
279
279
291
721
721
••F1
921
1987
SIC 1987
Code Title
211 BEEF CATTLE FEEDLOTS
212 BEEF CATTLE, EXCEPT FEEDLOTS
213 HOGS
213 HOGS
214 SHEEP AND GOATS
214 SHEEP AND GOATS
219 GENERAL LIVESTOCK, NEC
241 DAIRY FARMS
241 DAIRY FARMS
251 BROILER, FRYER AND ROASTER
CHICKENS
252 CHICKEN EGGS
253 TURKEY AND TURKEY EGGS
254 POULTRY HATCHERIES
259 POULTRY AND EGGS, NEC
259 POULTRY AND EGGS, NEC
271 FUR-BEARING ANIMALS AND
RABBITS
272 HORSES AND OTHER EQUINES
273 ANIMAL AOUACULTURE
279 ANIMAL SPECIALTIES, NEC
291 GENERAL FARMS, PRIMARILY
LIVESTOCK
721 CROP PLANTING & PROTECTION
721 CROP PLANTING & PROTECTION
291 GENERAL FARMS, PRIMARILY
LIVESTOCK
921 FISH HATCHERIES AND PRESERVES
Ti
CFR EGO
Part Code
412 A
NR
412 A
NR
412 A
NR
NR
412 A
NR
412 A
412 A
412 A
NR
412 B
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
    SIC Code Cross Reference
     and Comparison of New
Toxicity Nuifcers with Old Values
           Sub-title



  All Feedlots Except Ducks

  Beef Cattle not in Feedlots

  All Feedlots Except Ducks

  Hogs not in Feedlots

  All Feedlots except Ducks

  Sheep and Goats not in
  Feedlots
  General Livestock Farms

  All Feedlots Except Ducks

  DAIRY CATTLE NOT CONFINED

  All Feedlots Except Ducks

  All Feedlots Except Ducks

  All Feedlots Except Ducks

  Hatcheries Without Poultry
  Feeding
  Ducks

  Other Poultry Farms
Old         New          Toxicity
Tox. No.    Toxicity No. Number
(converted)              Reference
  Crop Ousting & Spraying

  Crop Planting/Cultivation



             4-7
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
6
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2

-------
Page No.     2
03/26/91
1972/
1977  1987
SIC   SIC
Code  Code
1987
Title
                                                      SIC Code  Cross Reference
                                                       and Comparison of Hew
                                                  Toxicity Nurtters with Old Values
CFR  EGD
Part Code
                                      Sub-title
Old         New         Toxicity
Tox. No.    Toxicity No. Number
(converted)             Reference
1011  1011 IRON ORES                      440  A

1021  1021 COPPER ORES                    440  J

1031  1031 LEAD AND ZINC ORES             440  J

1041  1041 GOLD ORES                      440  J

1041  1041 GOLD ORES                      440  N

1044  1044 SILVER ORES                    440  J

1051  1099 METAL ORES, NEC                440  B

1061  1061 FERROALLOY ORES. EXCEPT        440  F
           VANADIUM
1061  1061 FERROALLOY ORES, EXCEPT        440  G

1061  1061 FERROALLOY ORES. EXCEPT        440  J
           VANADIUM
1061  1061 FERROALLOY ORES, EXCEPT             NR
           VANADIUM
1081  1081 METAL MINING SERVICES               NR

1092  1099 METAL ORES, NEC                440  D

1094  1094 URANIUM-RADIUM-VANADIUM ORES   440  C

1094  1094 URANIUM-RADIUM-VANADIUM ORES   440  N

1099  1099 METAL ORES. NEC  ;              440  E

1099  1099 METAL ORES, NEC                440  I

1099  1099 METAL ORES, NEC                440  K

1099  1099 METAL ORES. NEC                     NR

1111  1231 ANTHRACITE MINING              434  B

1111  1231 ANTHRACITE MINING              434  C

1111  1231 ANTHRACITE MINING              434  D

1111  1231 ANTHRACITE MINING              434  E
                             Iron Ore

                             Cu,  Pb,  Zn, Afl, Au, Mo Ores

                             Cu,  Pb,  Zn, Ag, Au, Mo Ores

                             Cu.  Pb,  Zn, Ag. Au, Mo Ores

                             Gold Placer Mines

                             Cu,  Pb,  Zn, Ag. Au. Mo Ores

                             Aluminum Ore

                             Tungsten Ore

                             Nickel Ores

                             Cu,  Pb,  Zn, Ag, Au, Mo Ores

                             Ferroalloy Ores, NEC

                             ExpIoralion/DeveIopment

                             Mercury Ores

                             Uranium-Radium-Vanadium  Ores

                             Vanadium Ore

                             Titanium Ores

                             Antimony Ore

                             Platinum Ores

                             Metal Ore, NEC

                             Coal Preparation Plants

                             Acid or Ferruginous Mine
                             Drainage
                             Alkaline Nine Drainage

                             Post Mining Areas
                                         4-S
7
10
10
10
s
10
10
6
8
7
8
8
8
9
8
4
8
8
8
6
5
5
5
1
1
1
1
7
1
1
1
2
1
2
2
2
1
2
1
2
2
2
2
2
2
2

-------
         Federal  Register /  Vol 52. No.  214 / Thursday.  November  S. 1987 / Rules and Regulations
XIIL Variances and Modifications
  Once the OCPSF regulation is in
effect, the numerical effluent limitation*
for the appropriate lubcategory must b«
applied in all Federal and Slata NPDES
permiU thereafter issued to OCPSF
direct dischargers. The pretreatment
standards are directly applicable to
indirect dischargers and become
effective as discussed in 8 414.12 of the
regulation.
  For the BPT effluent limitations, the
only exception to the limitations
contained in the regulation is EPA's
"fundamentally different factors"
variance. See £ /. duPont de Nemours
and Co. v. Train. 430 U.S. 112 (1977):
Weyerhaeuser Co. v. Costle, supra. This
variance recognizes factors concerning a
particular discharger that are
fundamentally different from the factors
considered in this rulemaking. However.
the economic ability of the individual
operator to meet the compliance cost for
BPT standards  is not a consideration for
granting a variance. See National
Crushed Stone Association v. EPA. 449
U.S. 84 (1960). Although this variance
clause was originally set forth in EPA's
1973-1976 categorical industry
regulations, it is now included in the
general NPDES regulations and will not
be included in the OCPSF or other  	
specific industry regulations. See 40 CFR
Part 125. Subpart O.
  The BAT limitations in this regulation
also are subject to'EPA's
"fundamentally different factors'*
variance. However, section 308 of the
Water Quality Act of 1987 added a new
section 3Ol(n) to the Act which
somewhat limits the availability of FDF
variances from BAT effluent limitations
guidelines. An FDF application must be
based solely on information  and
supporting data submitted to EPA during
the rulemaking establishing the
limitations that discussed the
fundamentally  different factors, or on
information and supporting data that the
applicant did not have a reasonable
opportunity .to submit during the
rulemaking. The alternative requirement
must be no less stringent than justified
by the fundamental difference and must
'not result in markedly more  adverse
non-water quality environmental
impacts than those considered by EPA
in establishing the guideline.
   Indirect dischargers subject  to PSES
are also eligible for the "fundamentally
'different factors" variance. See 40 CFR
403.13. They are subject to essentially
• the same new statutory provisions for
FDF variances as discussed above for
BAT.
   Readers should note that EPA has not
 yet amended its FDF variance regulation
 to conform to the provision* of the
 Water Quality Act of 1987. The
 regulation promulgated today refers to
 the existing regulatory sections.
 However. EPA recognizes that the new
 section 301(n) of the Act overrides the
 existing FDF regulation to the extent of
 any inconsistency, and EPA does intend
 to modify the FDF regulation to conform
 to the new statutory requirements.
.   Indirect dischargers subject to PSES
 and PSNS are eligible for credits for
 toxic pollutants removed by a POTW.
 See section 307(b) of the CWA and 40
 CFR 403.7. The removal credits
 regulation was remanded to EPA in
 Natural Resources Defense Council v.
 EPA. 790 F.2d 289 (3rd Cir. 1986). The
 court held that some of the means by
 which EPA considered local POTW
 removal efficiencies were not
 sufficiently stringent and that credits for
 POTW removals may not be authorized
 until comprehensive regulations for the
 use and disposal of sludge are
 promulgated under section 40S(d) of the
 CWA. However, it should be noted that
 pretreatment standards for the OCPSF
 industry, like other categorical
 pretreatment standards, have been
 promulgated based upon the
 assumptions that indirect dischargers
 will be required to comply with the
 standards without removal credits, and
 thus that they are subject to the full
 costs of complying with PSES.
 XTV. Implementation of Limitations  and
 Standards

 A. Flow Basis
   The limitations promulgated today are
 concentration-based and thus do not
 regulate flow. The permit writer must
 use a reasonable estimate of process
 wastewater flows and the concentration
 limitations to develop mass limitations
 for the NPDES permit Process
 wastewater discharge is defined in the
 regulation (40 CFR 401.11) to include
 wastewaters resulting from manufacture
 of OCPSF products that come in direct
 contact with raw materials, intermediate
 products, or final products, and surface
 runoff from the immediate process area
 that has the potential to become
 contaminated. Noncontact cooling
 waters, utility wastewaters. general site
 surface runoff, ground waters, and other
 nonprocess waters generated on site are
 specifically excluded from the definition
 of process wastewater discharges. In
 cases where the process wastewater
 flow claimed by industry may be
 excessive, the permit writer may
 develop a more appropriate process
 wastewater flow for use in computing
 the mass effluent or internal plant
 limitations. The following items should
be considered in developing the more
appropriate process wastewater flow:
  1. A review of the component flows to
insure that the claimed flows are. in
fact process wastewater flows as
defined by the regulation:
  2. A review of plant operations to
insure that sound water conservation
practices are being followed. Examples
are: minimization of process water uses:
cascading or countercurrent washes or
rinses, where possible: reuse or recycle
of intermediate process waters or
treated wastewaters at the process area
and in wastewater treatment operations
(pump seals, equipment and area
washdowns. etc.).
  3. A review of barometric condenser
use at the process level Often.
barometric condensers will generate
relatively large volumes of water
contaminated at low levels.
Replacement of baromettic condensers
with surface condensers can reduce
wastewater volumes significantly and
result in collection of condensates that
may be returned to the process.
  The final NPDES permit limitations
will be the sum of the mass effluent
limitations derived as described above
and any mass effluent limitations
developed on a case-by-case basis 'using
best professional judgment by the
permit writer to take into account
nonprocess wastewater discharges.

B. Relationship to NPDES Permits
  The BPT and BAT limitations and
NSPS in this regulation will be applied
to individual OCPSF plants through
NPDES permits issued by EPA or
approved state agencies under section
402 of the Act As discussed in the
preceding section of this preamble, these
limitations must be applied in all new.
modified and reissued Federal and State
 NPDES permits except to the  extent that
 variances are expressly authorized.
 Other aspects of the interaction between
 these limitations and NPDES permits are
 discussed below.
   One subject that has received
 different judicial rulings is the scope of
 NPDES permit proceedings when
 effluent limitations and standards do not
 exist. Under current EPA regulations.
 States and EPA regions that issue
 NPDES permits before regulations are
 promulgated must establish effluent
 limitations on a case-by-case basis. This
 regulation provides a technical and legal
 base for new or modified or reissued
 permits.
   One issue that warrants consideration
 is the effect of this regulation on the
 powers of NPDES permit-issuing
 authorities. EPA hat developed the
 limitations and standards in  this
                                                      4-9

-------
          Federal Register  /  Vol. 52. No. 214 / Thursday. November 5.  1987 / Rules and  Regulations
                                                                      42581
 concentrations listed above in § 414.85
 for the metal pollutants times the flow
 from metal-bearing waste streams for
 metals and times the flow from cyanide-
 bearing waste streams for total cyanide.
 The metal-bearing waste streams and
 cyanide-bearing waste streams are
 defined as those waste streams listed in
 Appendix A of this part plu,s any
 additional process wastewater streams
 identified by the control authority on a
 case-by-case basis as metal or cyanide
 bearing based upon a determination—
   (1) That such streams contain
 significant amounts of the pollutants
 identified above and that
   (2) The combination of such streams.
 prior to treatment with the Appendix A
 waste streams will result in substantial
 reduction of these pollutants.
 This determination must be based upon
 a review of relevant engineering.
 production, and sampling and analysis
 information.

 Subpart I—Direct Discharge Point
 Sources That Use End-of-PIpe
 Biological Treatment

 f 414.90  Applicability; description of the
 aubeategory of direct discharge point
 aourcea that use end-of-plpe biological
 treatment
   The provisions of this subpart are
 applicable to the process wastewater
 discharges resulting from the
 manufacture of the OCPSF oroducts and
 ?rc™::  srci:;:: ~::r.;a 2y : '.:'..:* from
 any point source that uses end-bf-pipe
 biological treatment or installs end-of-
 pipe biological treatment to comply with
 BPT effluent limitations.

 §414.91  Toxic pollutant effluent
 limitation* and standards for direct
. discharge point source* that use end-of-
 pipe biological treatment
   (a) Any point source subject to this
 subpart  must  achieve discharges not
 exceeding the quantity (mass)
 determined by multiplying the process
 wastewater flow subject to this subpart
 times the concentrations in the following
 table.
   (b) In  the case of chromium, copper.
 lead, nickel, zinc and total  cyanide, the
 discharge quantity (mass) shall be
 determined by multiplying the
 concentrations listed in the following
 table for these pollutants times the flow
 from metal-bearing waste streams for
 the metals and times the flow from
 cyanide-bearing waste streams for total
 cyanide. Metal-bearing waste streams
 and cyanide-bearing waste streams are
 defined as those waste streams listed in
 Appendix A of this part, plus any
 additional process wastewater streams
 identified by the permitting authority on
a case-by-case basis as metal or cyanide
bearing based upon a determination—
  (1) That such streams contain
significant amounts of the pollutants
identified above and that
  (2) The combination of such streams.
prior to treatment with the Appendix A
waste streams will result in substantial
reduction of these pollutants.
  This determination must be based
upon a review of relevant engineering.
production, and sampling and analysis
information.
Effluent
characteristica
Acenaphihene 	
AeryVwiHril*



1.2.4.
TritfthiVtn^MMejaMA





1.1.1-TricNoroettun*..
Chtofoeqw*.... 	
Chloroform

• ^-wv^tewfvuaftZOnC...

1 . 1 -Otchloroethytene ...
1.2 -trans-
Oictiloroethytene —
1 ,2-Oicfikxopropane ....
1.3-

2.4-OinftrotokMfM 	
2.6-OMrotoluer* 	
Ethytbanzen* 	
FrUOfeVlthOfM 	 „
Bis<2-
Chkyoisopropyl)
ether 	 	
Metnyiene Chlonoe 	
Methyl Chloride 	 	
Hexachtarobutadiene..
Naphthalene 	
Nitrobenzene 	 	
2-Nitrophenol 	 _
4-Nitropnenol 	
Effluent bnrtations
BAT and NSPS '
Maximum
for any
one day
59
242
136
38
28
140
28
211
54
54
59
54
268
48
9»
153
44
28
25
54
112
.230
44
36
285
! 641
108
68
757
89
190
49
' 59
.! 68
69
\ 124
Maximum
for
MkMMttaiu
rnomniy
average
22
96
37
18
IS
68
15
68
21
21
22
21
'04
21
11
,77
31
15
16
21
39
153
29
18
113
255
32
25
301
40
86
20
22
27
41
72
2.4-Oinitrophenol	       123
4.6-Orrutro-O-cr.esol	J      277
Phenol	J       26
Bis(2-«thylnexyl)     ]
  phthalate		'      279
Di-n-butyl phthalate	j       57
Diethyl phthalate	!      203
Dtmetnyl phthalate	•       47
Benzo(a)amhracene ....t       59
Benzo(a)pyrene	;       61
                    Effluent limrta twos
                    BAT and NSPS •
     Effluent
  characteristics
                  Maximum

Benzofluoranthene J
Benzo(k)fluoranthen« ..
Ch/vsene 	 J
Acenaphthyiene 	
Anthracene 	
Phenanthrene 	

ToH>Qf^


Total Chromium. 	 	
Total Cyanide 	 -----
Total N*r4rfM


61
59!
59.
59
59
59
59
67
56
80
54
268
2.770
3.380
1.200
690
3.980
2.610
23
22
22
22
22
22
22
25
22
26
21
104
1.110
1.450
420
320
1.690
1.C50
                                    71
                                    78
                                    15

                                   103
                                    27
                                    61
                                    19
                                    22
                                    23
                                          1 AH units are micrograms per liter.
                                          •Total Zinc for Rayon Fiber Manufacture
                                        that uses  the viscose process  and Acryuc
                                        Tiber Manufacture that uses the zmc chlonoe/
                                        solvent process ia 6.796 nq'l and 3.325 ng/l
                                        for maximum for any one day and maximum
                                        for monthly average, respectively..
Subpart J—Direct Discharge) Point
Sources That Do Not Use End-of-PIpe
Biological Treatment

5 414.100  AppBcaofltty, description of the
subcategory of direct dlacharge point
sources that do not use end-of-plpe
biological treatment
  The provisions of this subpart are
applicable to the process wastewater  .
discharges resulting from the
manufacture of the OCPSF products and
product groups defined by S 414.11 from
any point source that does not use end-
of-pipe biological treatment and does
not install end-of-pipe biological
treatment to comply with BPT effluent
limitations.

§414.101  Toxic pollutant effluent
limitations and standards for direct
discharge point sources that do not  use
end-of-pipe biological treatment
  (a) Any point source subject to  this
subpart must achieve discharges not
exceeding the quantity (mass)
determined by  multiplying the process
wastewater flow subject to this subpart
times the concentrations in the following
table.
  (b) In the case of chromium, copper.
lead, nickel, zinc, and total cyanide, the
discharge quantity (mass) shall be
determined by multiplying the
concentrations listed in the following
 table for these  pollutants times the Row
                                                         4-10

-------
Example of Flow-Based Effluent Guideline Calculations (Daily Maximum)
Organic Chemicals, Plastics, and Synthetic Fibers
40 CFR Parts 414 & 416

                                 Reported
                                 Maximum
Component              .       Flow (MGD)
Ground Water                          0.60
Process Wastewater                    2.40 *
Cooling Towers                        0.30
           Total:                 .      3.30


BAT Calculation for Nitrobenzene:

68 ug/L * 2.40 MGD * 8.345 * 0.001 mg/ug = 1.3620 Ibs/day



BAT Calculation for Lead:

690 ug/L * 1.10 MGD * 8.345 * 0.001 mg/ug = 6.3339 Ibs/day
 * 1.1 MGD of this flow consists of metal-bearing waste streams.

                                          4-11

-------
           Federal Register /  VoL 50. No.  183 / Friday. September 20. 1988 /  Rales and Regulations     3^345
42U02  Effluent UmitartoB* guidelines
    representing the degree of effluent
    reduction attainable by KM application of
    itM bast practicable control technology
    currently available.
42L3O3  Effluent limitation* guideline*
    >apn«enting the degree of effluent
    reduction ettainable by the application of
    ItM beet available technology
    limmtlinlrilry achievable.
42U04  SUaderda of performance far new
42L30S  Pretreetment atandarda tor existing
       rcn.
        PretreetmcBl staadarda Car new
42U07  (Reeenredl.

tuopsrtAC  Secondary Tungeten and
42L310  AjpttcaMlltrdeecriptionoftbe
    secondary tungsten and cobalt
    •ubcategory.
421.311  ap^uu—* ^*-
-------
38346     Federal Register / Vol. 50. No.  183 / Friday. September 20.  1985 /  Rules and Regulations
BAT UMTATON8 FOR THE PRIMARY AMTIMONV
             SuaCATEOORV
                        JO. (SO
                        21.720
                         1344
                                  OJ37
  (c) Cathode Antimony Wain Water "

 BAT LIMITATIONS KM TMK PRIMARY AMTIMONV
             SUaCATEOONY
                        •U10
                        43.430
                         •tut
2*470
1«J70
 1.S7S
1421.144  Standard* of performance tor

  Any new source subject to this
subpait shall achieve the following new
source performance standards:
  (a) Sodtam Antimonate Autoclave
Wastewater.

     NSPS FOM THE PRIMARY ANTIMONY
             SuaCATEOORY
                      (erenrl
                         30.190
                         21.720
                          1344
 13.440

 OJ07
isrjsi
   n
  > MMMi «• nngt of 73 0 10.0 « « •!«.

  (b) Fouled Anolyte.

     NSPS FOR THE PRIMARY ANTIMONY
             SUBCATEOORY
           NSPS FOM TMC PRIMARY ANTIMONY
                    StnCATEOORV

• «r




•U10
43.430
•mr
•M.IOO
O
turn
lt-370
1.OTS
37UOO
«•»
        • mm *e <»*•» of 7.3 • too «
                                        1421.148  [

                                        {421.144
                                  *o)s for new
  Except as provided in 40 CFR 403.7.
any new source subject to this subpart
which introduces pollutants into a
publicly owned treatment works must
comply with 40 CFR Part 403 and
achieve the following pretreatment
standards for new sources. The mass of
wastewater pollutants in primary
antimony process wastewater
Introduced into a POTW shall not
exceed the following values:
  (a) Sodium Antimonate Autoclave
Wastewater.

     PSNS FOM THE PRJMAMV ANTMONV
             SueCATEOOMY
                               30.180
                               21.720
                                1344
                                  13.440
                                   MW
                                   OJ87
         (b) Fouled Anolyte.

            PSNS POM THC PRMARY ANTIMONY
                    SueCATEOOMV
A 7.S ID 10.0 « w Hue*.

   (c) Cathode Antimony Wash Water.
                                             PSNS FOR THE PRIMARY AMTIMONV
                                                     SuaCATEGORV
                                                                                                     •4n.nw.iorl
                                                                                                      •"»'«•»  j
                                                                       •OJ10
                                                                       43.4M
                                                                       ' 4.M7
                                                                         2U70
                                                                         H370
                                               f 421.147 (
                                                          Prhnafy BerytUum
I421.1SO ApeHeaMHtr'desertption of ttw
prtHiary befyMuni antic iteojocy .
  The provisions of this subpart are
applicable to discharges resulting from
the production of beryllium by primary
beryllium facilities processing beryllium
ore concentrates or beryllium hydroxide
raw materials.
                                               1421.181  Speciateed oeflnreona.
                                                 For the purpose of this subpart the
                                               general definitions, abbreviations and
                                               methods of analysis set forth in 40 CFR
                                               401 shall apply to this subpart.

                                               1421.182  effluent •mKattOfw eukMbws
            ttM dtQrat of •fflucnt
           tavn4iDM* Dy VM •ppUcstlon of
the beet practicable control technology •  .
currently avariaole.
  Except as provided in 40 CFR 125.30
through 125.32. any existing point source
subject to this subpart shall achieve the
following effluent limitations
representing the degree of effluent
reduction attainable by the application
of the best practicable technology   >
currently available:
  (a) Solvent Extraction Raffinate from
Bertrandite Ore.

     BPT IjMfTATIONS FOR TMC PRIMARY
         BEMYUJUM SuaCATEOORY
                                                                                        imnt-
                                           (c) Cathode Antimony Washwater.      ^|J
                                                                      2.763.000    1.239.000
                                                                       9aajoo     404300
                                                                      4.267000    U46.000
                                                                       •S1.300     269500
                                                                     299.400MO  131.aOO.000
                                                                     78.610.000 I  44.700.0OO
                                                                     92MO.OOO |  43.600.000
                                                                        (1    <     (1
                                                  •vwetn me rcnoj* oi 7 s « 10.0 « M

                                                  (b) Solvent Extraction Raffinate from
                                                Beryl Ore.
                                                            4-13

-------
Example of Production-Based Effluent Guideline Calculations (Daily Maximum)
Non-Ferrous Metals Manufacturing
40 CFR Part 421
Assume production of 4.7 million Ibs/day of sodium antimonate.
Assume production of 2.1 million Ibs/day of antimony metal by electrowinning

BPT Calculation for Mercury:

           a) Sodium Antimonate Autoclave Wastewater

                      4.7 million Ibs/day * 3.906 Ibs/million Ibs =

           b) Fouled Anolyte

                      2.1 million Ibs/day * 3.906 Ibs/million Ibs =

           c) Cathode Antimony Wash Water

                      2.1 million Ibs/day * 7.812 Ibs/million Ibs =
18.3582  Ibs/day
 8.2026   Ibs/day
16.4052   Ibs/day
                                 Total effluent limit for mercury:
 42.966   Ibs/day
BAT Calculation for Mercury:

           a) Sodium Antimonate Autoclave Wastewater

                      4.7 million Ibs/day * 2.344 Ibs/million Ibs =

           b) Fouled Anolyte

                      2.1 million Ibs/day * 2.344 Ibs/million Ibs =

           c) Cathode Antimony Wash Water

                      2.1 million Ibs/day * 4.687 Ibs/million Ibs =


                                 Total effluent limit for mercury:
11.0168   Ibs/day



 4.9224   Ibs/day



 9.8427   Ibs/day


25.7819   Ibs/day
                                            4-14

-------
TECHNOLOGY-BASED REQUIREMENTS
OF THE CLEAN WATER ACT
POLLUTANT "
CATEGORY
Conventional
Conventional
Non-conventional
Non-conventional
Toxic
Toxic
LEVEL OF
TREATMENT
BPT
BCT
BPT
BAT
BPT
BAT
COMPLIANCE
DEADLINE
July 1, 1977
March 31, 1989
July 1,1977
March 31, 1989
July 1, 1977
March 31, 1989
NOTES:
4-15

-------
      INDUSTRIAL TECHNOLOGY DIVISION

           TECHNICAL PUBLICATIONS


               AVAILABILITY

                  REPORT
-p.

1-*
Ol
                        ul
                        (9
                 JANUARY 1991

-------
                                                             INSTRUCTIONS


          This  report  provides  a  list  of  the technical publications and studies applicable to the national industrial
          effluent discharge  rutemaking activities which are  currently available fo review and distribution as follows:

                   *                                                                  '


               *  All  publications  are made available for review and Inspection at the following:

                       I. ENVIRONMENTAL PROTECTION AGENCY
                         Public  Information Center
                         Waterside Malt, S.E., Garage Level
                         401 M.  St.,  S.W.
                         Washington,  D.C.  20460

                                   Phone  Number:  646-6410  (local), or 800-828-4445 (toll free)


                       2. Any EPA Regional Office Library (Attachment C)


i                     .       i
^             °  Publications  can  be  purchased by submitting your request to the following:

                         NATIONAL  TECHNICAL INFORMATION SERVICE (NT1S)
                         52H5  Port Royal Road  •
                         Springfield, VA 22161

                             Order Desk Phone Number: (703) 487-4650

                             Note:  NTIS Accession Number  Is required when ordering



         Additionally, theV Industrial Technology Division  projects and contacts for techndat  assistance «are listed on
         Attachment 8.  Requests for  further program assistance, questions concerning the availabllty of publications,
         or inquiries about the  status of rutemaking activities, may be directed to:

                         ENVIRONMENTAL PROTECTION AGENCY
                         Industrial Technology Division (MM 552)
                         Attn: Distribution Section          ;
                         401 M.  St..  S.W.
                         Washington,  O.C.

                             Phone Number:  (202) 382-7113

-------
LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.£. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                                     SOURCES OF AVAILABILITY
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER
'
ALUMINUM 467
FORMING
ASBESTOS 427
MANUFACTURING
i
i— »
CD
AUTO AND 444
OTHER
LAUNDRIES
BATTERY 461
MANUFACTURING
\
SUBCATEQORY
• Aluminum Forming
(Final)
• Building, Construction
and Paper (Final)
• Textile, Friction
Materials & Sealing
Devices (Final)
• Auto and Other
Laundries (Guidance)
• Battery Manufacturing
(Proposed)
• Battery Manufacturing
(Final)
(PA
( UBLICATION
DOCUMENT NUMBER
i PA 440/1 -84/073
Volume 1
Volume II
EPA 440/1 -74/01 7-a
EPA 440/1 -74/035-a

EPA 440/1 -82/067-b
EPA 440/1 -84/067
\ Volume 1
Volume II
NTIS GPO
ACCESSION STOCK
NUMBER NUMBER
PB84244425
PB84244433
PB238320/AS 5501-00827
PB240860/AS
••*• ••••
PB83 197921
PB85121607
PB85121515
                            •  Battery Manufacturing
                              Pretreatment
                              Standards (Guidance)

-------
    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                  (Continued)
                                                                          SOURCES OF AVAILABILITY
10
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

BUILDERS PAPER 431
& BOARD MILLS
CANNED & 407
PRESERVED FRUITS
& VEGETABLES
CANNED & 408
PRESERVED SEAFOOD
PROCESSING
SUBCATEQORY
• Builders Paper &
Roofing Felt Segment
• Board & Builders'
Paper & Board Mills
(Proposed)
• Pulp, Paper & Paper-
Board and Builders'
Paper & Board Mills
(Final)
• Apple, Citrus & Potato
Processing •
• Fruits, Vegetables
& Specialties
(Interim Final)
• Catfish, Crab, Shrimp &
Tuna (Final)
• Fishmeal, Salmon, Bottom
EPA
PUBLICATION
DOCUMENT NUMBER
EPA 440/1 -74/026-a
EPA 440/1 -80/025-b
EPA 440/1 -82/025
EPA 440/1 -74/027-a
EPA 440/1 -75/046
\
\
EPA 440/1 -74/020-a
EPA 440/1 -75/04,1 -a
NTIS
ACCESSION
NUMBER
PB238076
PB81201535
PB831 63949
PB238649
PB238614
PB256840
GPO
STOCK
NUMBER
5501-00909
5501-00790
5501-00920
                                  Fish, Sardine, Herring,
                                  Clam, Oyster, Scallop, &
                                  Abalone (Final)

-------
   LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.&. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                              (Continued)
                                                                    SOURCES OF AVAILABILITY
ro
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

CANNED & 408
PRESERVED SEAFOOD
PROCESSING
(Continued)
CARBON BLACK 458
CEMENT 411
MANUFACTURING
COAL MINING 434
COIL COATING 465
CONCRETE 452
PRODUCTS
SUBCATEQORY
• Report to Congress,
Section 74 Seafood
Processing Executive
Summary
• Carbon Black
Manufacturing
(Interim Final)
• Cement Manufacturing
(Final)
• Coal Mining (Proposed)
• Coal Mining (Final)
• Coil Coating, Phase 1
(Final)
• Coil Coating, Phase II-
Canmaking (Proposal)
• Coil Coating, Phase II*
Canmaking (Final)
• Concrete Products
(Guidance)
E»A
f- JBLICATION
IDCUMENT NUMBER
EPA 440/1 -80/020-a
Volume I
Volume II
Volume III -
EPA 440/1 -76/060h
EPA 440/1 -74/005-a
EPA440/1-81/057-D
EPA 440/1 -82/057
EPA 440/1 -82/071
\
\
EPA 440/1 -83/07 1-b
E.'A 440/1 -83/071
EPA 440/1 -78/090
NTIS QPO
ACCESSION STOCK
NUMBER NUMBER
/
PB81 182362
PB81 182370
PB81 182388

PB238610/AS 5501-00866
PB81 229296
PB831 80422
PB83205542
PB831 98598
PB841 98647


-------
 LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                   (Continued)
INDUSTRIAL
POINT SOURCE
CATEGORY
CFR
PART
NUMBER
 SUBCATEQORY
EPA
PUBLICATION
DOCUMENT NUMBER
                                                                              SOURCES OF AVAILABILITY
NTIS
ACCESSION
NUMBER
QPO
STOCK
NUMBER
COOLING WATER     402
INTAKE STRUCTURES
DOMESTIC SEWAGE
STUDY -
Hazardous Wastes
              •  Best Technology Available EPA 440/1 -76/015-a
                for the Location Design
                Construction & Capacity
                of Cooling Water Intake
                Structures for Minimizing
                Adverse Environmental
                Impact (Final)
                                               PB253573/AS
COPPER
FORMING
DAIRY PRODUCTS
PROCESSING
468
405
• Copper (Final)
• Dairy Products Processing
(Final)
EPA 440/1 -84/074
EPA 440/1 -74/021 -a
PB841924S9
PB238835/AS
•»•»
5501-00898
             •  Report to Congress on
                the Discharge of
                Hazardous Wastes to
                Publicly Owned Treatment
                Works (Report)
                         EPA 530-SW-86-004
                      PB86184017/AS
DRUM
RECONDITIONING
INDUSTRY
                Drum Reconditioning
                         EPA 440/1-89/101
                      PB90126491
ELECTRICAL
& ELECTRONIC
COMPONENTS
469
 •  Electrical & Electronic
   Components Phase I
   (Final)

 •  Electrical & Electronic
   Components Phase II
	(Final)	
EPA 440/1-83/075-b
                                                        EPA 440/1 -84/075-b
                                                           PB83199208

-------
   LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL (J.I. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                  (Continued) '
                                                                           SOURCES OF AVAILABILITY
ro
ro
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

ELECTROPLATING 413
& METAL FINISHING & 433
ETHANOL FOR 472
FUEL
(SYNFUELS)
SUBCATEQORY
• Copper, Nickel, Chrome
& Zinc (Final)
• Electroplating •
Pretreatment (Rnal)
• Metal Finishing
(Proposed)
• Metal Finishing
(Final)
• Electroplating and
Metal Finishing
Pretreatment •
(Guidance)
• Multimedia Technical
Support Document for
Ethanol for Fuel
EPA
f OBLIGATION
fc QCUMENT NUMBER
£9^440/1-74/003-8
EPA 440/1 -79/003
EPA 440/1 -82/09 1-b
EPA 440/1 -83/091
EPA 440/1 -84/091 -g
EPA 440/1 -86/093
NTIS QPO
ACCESSION STOCK
NUMBER NUMBER
PB238834/AS 5501-00816
PB801 96488
PB831 02004
PB841 15989
PB86177557/AS
                                  Industry (Guidance)

                                  Low BTU Gasifier
                                  Wastewater (1986)
                                  (Guidance)

                                  Low BTU Coal Gasification
                                  (Guidance)
PB86245438/AS

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    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                   (Continued)
                                                                            SOURCES OF AVAILABILITY
I
ro
co
INDUSTRIAL
POINT SOURCE
CATEGORY

EXPLOSIVES
FEEDLOTS
FERROALLOY
MANUFACTURING
CFR
PART
NUMBER
457
412
424
SUBCATEQORY
• Explosives Manufacturing
(Interim Final)
• Feedlots (Final)
• Smelting & Slag
• Calcium Carbide
(Interim Final)
• Electrolytic Ferroalloys
(Interim Final)
EPA
PUBLICATION
DOCUMENT NUMBER
EPA 440/1 -76/060-j
EPA 440/1 -74/004-a
IPA 440/1 -74/008-a
EPA 440/1 -75/038
EPA 440/1 -75/038-a
NTIS
ACCESSION
NUMBER
...
PB238651/AS
PB238650/AS
QPO
STOCK
NUMBER
t
••**
5501-00842
5501-00780
FERTILIZER 418
MANUFACTURING
• Basic Fertilizer
Chemicals (Final)
• Formulated
EPA 440/1 -74/011 -a
EPA 440/1 -75/042-a
PB238652/AS
PB240863/AS
5501-00969
5501-01006
                                   Fertilizer (Final)

                                   Summary Report •
                                   Phosphate Fertilizer
                                   Subcategory of
                                   Fertilizer Point Source
                                   (40 CFR 418)

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 LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                              (Continued)
                                                                      SOURCES OF AVAILABILITY
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

GLASS 426
MANUFACTURING


GRAIN MILLS 406

,
GUM & WOOD 454
CHEMICALS
MANUFACTURING
HAZARDOUS WASTE
TREATMENT
INDUSTRY
SUBCATEQORY
• Pressed & Blown
Glass (Interim Final)
• Insulation
Fiberglass (Final)
• Flat Glass (Final)
• Grain Processing
(Final)
• Animal Feed,
Breakfast Cereal
& Wheat Starch
(Final)
• Corn Wet Milling
• Gum and Wood
Chemicals
(Interim Final)
• Hazardous Waste
Treatment
EPA
r OBLIGATION
L OCUMENT NUMBER
EPA 440/1 -75/034-a
EPA 440/1 -74/001 -b
EPA 440/1 -74/001 -c
EPA. 440/1 -74/028-a
EPA 440/1 -74/039-a
EPA 440/1 -75/028-b
\EPA 440/1 -76/060-b
EPA 440/1 -89/1 00
NTIS QPO
ACCESSION STOCK
NUMBER NUMBER
PB256854/AS 5501-01036
PB238078/AS 5501-00781
PB238907 5501-00814
PB238316/AS 5501-00844
PB240861/AS 5501-01007
—

PB90126517
HOSPITALS
460
• Hospitals
  (Interim Final)
EPA 440/1 -76/060-N
PB87192670

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    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                       (Continued)
                                                                                  SOURCES OF AVAILABILITY
ro
en
INDUSTRIAL
POINT SOURCE
CATEGORY

INDUSTRIAL
LAUNDRIES
INK FORMULATING
CFR
PART
NUMBER
*•**
447
SUBCATEGORY
• Industrial Laundries
• Oil Base Solvent
Wash Subcategories
(Interim Final)
• Ink Formulating
(Proposal)
EPA
PUBLICATION
DOCUMENT NUMBER
EPA 440/1 -89/1 03
EPA 440/1 -75/049
EPA 440/1 -79/090-b
NTIS QPO
ACCESSION STOCK
NUMBER NUMBER
i
PB901 26541
PB81178188
    INORGANIC
    CHEMICALS
    MANUFACTURING
415
•  Major Inorganic
   Chemical Products
   (Final)

•  Inorganic
   Chemicals Manufac-
   turing Phase II
   (Proposed)

•  Inorganic
   Chemicals (Treat-
   ability Study)

•  Inorganic
   Chemicals Phase I
   (Final)

•  Inorganic
   Chemicals Phase II
   (Final)
6PA 440/1-74/007-a
                                                            EPA 440/1-80/007-b
PB238611
                                                            PB81122632
                                                            EPA 440/1-80/103
                                                            EPA 440/1-82/007
                                                            EPA 440/1-84/007
                                                            PB82265612
                                                            PB85156446/XAB
5502-00121

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    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                 (Continued)
                                                                         SOURCES OP AVAILABILITY
-p»

cr>
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER SUBCATEQORY

IRON & STEEL 420 • Steel Making
MANUFACTURING
• Iron & Steel
(Proposed)







• Iron & Steel (Final)

-





EPA
If OBLIGATION
t OCUMENT NUMBER

IPA440/1-74/024-8

KPA 440/1 -80/024-b

Volume I
Volume II
Volume III
Volume IV
Volume V
Volume VI
(•Set of Volumes I thru VI)
tPA 440/1 -82/024
Volume 1
Volume II
Volume III
Volume IV
Volume V
\ Volume VI
' ('Set of Volumes I-VI)
NTIS QPO
ACCESSION STOCK
NUMBER NUMBER

PB238837 5501-00906

••»»

PB81 184392
PB81 184400
PB81184418
PB81 184426
PB81 184434
PB81 184442
PB81184384*
....
PB82240425
PB82240433
PB82240441
PB82240458
PB82240466
PB82240474
PB82240417*
                               •  Pretreatment Steel
                                  Manufacturing Point
                                  Source

-------
I
ro
    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                      (Continued)
                                                                                SOURCES OF AVAILABILITY
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

LEATHER TANNING 425
SUBCATEQORY
• Leather Tanning &
Finishing (Final)
• Leather Tanning (Rnal)
• Leather Tanning and
Finishing (Supplemental
Final)
• Leather Tanning and
Finishing (Guidance)
EPA
PUBLICATION
DOCUMENT NUMBER
EPA 440/1 -74/01 6-a
EPA 440/1 -82/01 6
EPA 440/1 -88/01 6-s
NTIS
ACCESSION
NUMBER
PB238079
PB83 172593
PB88213541
QPO
STOCK
NUMBER
5501-00818
»•*•
   MACHINERY
   MANUFACTURING
   AND REBUILDING
   INDUSTRY
                Machinery Manufacturing   EPA 440/1-89/106
                                              PB90126525
   MEAT PRODUCTS    432
   AND RENDERING
             •  Red Meat Processing      EPA 440/1-74/012-a
                (Final)
                                  •  Renderer
                                     (Final)
                                     EPA 440/1-74/031-d
                                              PB238836/AS


                                              PB253572
                                  •  Renderer (Supplement/    EPA 440/1-78/031-e
                                     Reprint Final)

                                  •  Renderer (Supplement)    EPA 440/1-77/031-e
5501-00843
   METAL FINISHING
433
SEE ELECTROPLATING FOR LISTING

-------
LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.lj. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                          (Continued)'
                                                                 SOURCES OP AVAILABILITY
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

METAL MOLDING 464
& CASTING
(FOUNDRIES)
MINERAL MINING 436
^ & PROCESSING
03
NONFERROUS 471
METALS FORMING
SUBCATEQORY
• Metal Molding &
Casting (Proposed)
• Metal Molding &
Casting (Final)
• Minerals for the
Construction Industry
• Mineral Mining and
Processing (Final)
• Report to Congress:
The Effects of
Discharges from
Limestone Quarries
on Water Quality and
Aquatic Biota (Final)
• Nonferrous Metals
Forming (Final)
t!PA
! »UBLICATION
DOCUMENT NUMBER
EPA 440/1 -82/070-b
Volumes 1 & II
KPA 440/1 -85/070
PA 440/1 -75/059
£PA 440/1 -76/059b
EPA 440/1 -82/059
EPA 440/1 -86/01 9
Volume 1
Volume II
Volume III
(•Set of Volumes Mil)
NTIS GPO
ACCESSION STOCK
NUMBER NUMBER
PB86161452/XAB
PB274593/3
PB80110299
PB82242207
•••• ••••
PB87121760
PB87121778
PB87121786
PB87121752*

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    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS

                                                 (Continued)
                                                                         SOURCES OF AVAILABILITY
ro
10
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

NONFERROUS 421
METALS
MANUFACTURING

t
OIL & GAS 435
EXTRACTION



SUBCATEGQRY
• Bauxite Refining-
Aluminum Segment
(Final)
• Primary Aluminum
Smelting - Aluminum
Segment (Final)
• Secondary Aluminum
Smelting • Aluminum
Segment (Final)
• Oil & Gas Extraction
(Interim Final)
• Oil & Gas Extraction •
Offshore (Interim Final)
• Oil & Gas Extraction -
Offshore (Proposed)
• Assessment
of Environmental
Fate & Effects of
Discharge from Offshore
Oil and Gas Operations
EPA NTIS
. PUBLICATION ACCESSION
DOCUMENT NUMBER NUMBER
EPA 440/1 -74/01 9-c PB238463
EPA 440/1 -74/01 9-d PB240859
EPA' 440/1 -74/01 9-e PB238464
EPA 440/1 -76/055-a
EPA 440/1 -75/055
\
EPA 440/1 -85/055 PB861 1 4949/XAB
EPA 440/4-85/002 PB861 14964/AS
QPO
STOCK
NUMBER
5501-00116
5501-00817
5501-00819
••"
*•••
....
••••
   OIL RECLAMATION
Oil Reclamation
EPA 440/1-89/014
PB90126509

-------
    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U>S». EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                      (Continued)
                                                                                SOURCES OF AVAILABILITY
INDUSTRIAL
POINT SOURCE
CATEGORY

ORE MINING
AND DRESSING
CFR
PART
NUMBER
440
SUBCATEQQRY
• Ore Mining and Dressing
Volume 1 (Proposed)
• Ore Mining and Dressing
Volume II (Proposed)
• Ore Mining & Dressing
EPA
f UBLICATION
I OCUMENT NUMBER
tM 440/1 -78/061 -d
? PA 440/1 - 78/081 -e
tPA 440/1 -82/081 -b
NTIS
ACCESSION
NUMBER
PB286520/AS
PB286521/AS
PB82250952
QPO
STOCK
NUMBER
•••*
••*•
I
CO
o
(Proposed)

Ore Mining & Dressing
(Final)

Gold Placer Mining
Subcategory (Proposed)

Placer Mining and
Dressing - Gold
Placer Mining (Final)
EPA 440/1-82/061


EPA 440/1-85/061-b


EPA 440/1-88/061
                                                                                PB89117790

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    LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                        (Continued)
                                                                                   SOURCES OF AVAILABILITY
I
CO
INDUSTRIAL
POINT SOURCE
CATEGORY

ORGANIC
CHEMICALS,
PLASTICS, AND
SYNTHETIC FIBERS
MANUFACTURING





CFR
PART
NUMBER

414
&416










SUBCATEQORY

• Major Organic Products
(Final)

• Organic Chemicals &
Plastics & Synthetic
Fibers (Proposed)


• Synthetic Resins
• Synthetic Polymers
EPA
.PUBLICATION
DOCUMENT NUMBER

EPA 440/1 -74/009-a


EPA 440/1 -83/009-b
Volume 1
Volume II
Volume III
(•Set of Volumes 1 thru III)
EPA 440/1 -74/010
EPA 440/1 -74/036
NTIS
ACCESSION
NUMBER

PB241905



PB83205633
PB83 205641
PB83205658
PB83205625'
PB239241
PB240862
QPO
STOCK
NUMBER
j
5001-008812


—




5501-00815
5501-01012 ,
•  Selected Summary of
   Information in Support
   of Organic Chemicals,
   Plastic & Synthetic
   Fibers, July 1985

•  Organic Chemicals &
   Plastics & Synthetic
   Fibers (Final)
                                                         EPA 440/1-87/009
                                                          Volumes I & II
                                                         Volume II
                                                                                   PB88171335
PAINT
FORMULATING
                      446
•  Paint Formulating

•  Oil Base Solvent Wash
   Subcategories (Interim
   Final)

•  Paint and Irtk Formulating
   (Interim Final)	
EPA 440/1 -89/050

EPA 440/1 -75/049



EPA 440/1-75/050
                                                PB901 26475

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   LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.&. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                       (Continued)
                                                                                   SOURCES OF AVAILABILITY
I
CO
ro
INDUSTRIAL
POINT SOURCE
CATEGORY

PAVING AND
ROOFING (TARS
& ASPHALT)
PESTICIDES
CFR
PART
NUMBER
443
455
SUBCATEQORY
• Tars and Asphalt (Final)
• Pesticides (Final)
• Pesticides (Proposed)
• Test Methods for Non-
EPA
F JBLICATION
L QCUMENT NUMBER
[>A 440/1 -75/050
EPA 440/1 -78/060
EM 440/1 -89/060-e
••»•
NTIS
ACCESSION
NUMBER

PB285480
PB901 26428
PB83 176636
GPO
STOCK
NUMBER
•••b

  PETROLEUM
  REFINING
419
                Conventional Pesticides
                Chemical Analysis of
                Industrial & Municipal
                Wastewater

              •  Pesticides Ch'emicals
                Manufacturing (Interim
                Final)
                                                            EPA 440/1-75/060-d
                                     Pesticides (Final)        \l PA 440/1-85/079        PB86150042/XAB
                                     NOTE: FINAL REGULATION WAS WITHDRAWN 1986 - a restudy has been initiated by the Agency
•  Petroleum Refining
   (Final)

•  Petroleum Refining
   (Proposed)

•  Petroleum Refining
   (Final)
EPA 440/1-74/014-a
                                                           EPA 440/1-79/014-b
                                                           EPA 440/1-82/014
PB238612
                                                             PB81228413
                                                             PB83172569
5501-00912

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   LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                        (Continued)
                                                                                   SOURCES OF AVAILABILITY
INDUSTRIAL
POINT SOURCE
CATEGORY

PHARMACEUTICALS
MANUFACTURING
CFR
PART
NUMBER
439
SUBCATEQORY
• Pharmaceutical (Final)
• Pharmaceutical - BCT
(Final)
EPA
. PUBLICATION
DOCUMENT NUMBER
EPA 440/1 -83/084
EPA 440/1-86/084
NTIS
ACCESSION
NUMBER
PB841 80066
PB871 72268
QPO
STOCK
NUMBER
—
   PHOSPHATE
   MANUFACTURING
422
I
CO
CO
•  Phosphorus Derived
   Chemicals (Final)

•  Other Non-Fertilizer
   Phosphate Chemicals
   (Final)

•  Summary Report -
   Phosphate Fertilizer
   Subcategory of Fertilizer
   Point Source Category
   (40 CFR 418)
                      EPA 440/1-74/006-a
                                                            EPA'440/1-75/043-a
PB241018/AS
5503-00078
                                                                                   Contract * 68-1-4975
   PHOTOGRAPHIC
   PROCESSING
459
                         EPA 440/1-81/082-g
Guidance Document for
the Control of Water
Pollution in the
Photographic Processing
Industry
                                   •  Photographic Processing  _. EPA 440/1-76/060-1
                                      (Interim Final)
PB82177643

-------
 LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                   (Continued)'
                                                                              SOURCES OP AVAILABILITY
INDUSTRIAL
POINT SOURCE
CATEGORY

PLASTICS MOLDING
AND FORMING
PORCELAIN
ENAMELING
PRINTING AND
CFR
PART
NUMBER
463
466
448
SUBCATEQORY
• Plastics Molding and
Forming (Final)
• Porcelain Enameling
(Proposed)
• Porcelain Enameling
(Final)
• Summary of Available
SPA
PUBLICATION
DOCUMENT NUMBER
£PA 440/1 -84/069-b
EPA440/1-81/072-b
EPA 440/1 -82/072
EPA 440/1-78/090
NTIS
ACCESSION
NUMBER
PB851 86823
PB81201527
—
QPO
STOCK
NUMBER
..j.
—
—
PUBLISHING
Information on the Levels
of Controls of Toxic
Pollutants Dischargers in
the Printing and Publishing
Point Source 'Category
PUBLICLY OWNED
TREATMENT WORKS
• Fate of Priority
  Pollutants in Publicly
  Owned Treatment Works \
  Volume I
  Volume II
  - 30-Day Study
  - Pilot Study
                      EPA 440/1-82/303
                                                        EPA 440/1-82/302
                                                        EPA 440/1-79/300
                                            PB83122788
                                            PB83122796
                                            PB82263880

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   LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                         (Continued)
                                                                                     SOURCES OF AVAILABILITY
INDUSTRIAL
POINT SOURCE
CATEGORY

PULP, PAPER
AND PAPERBOARD
CFR
PART
NUMBER
430
SUBCATEGORY
• Unbleached Kraft and
Semi-chemical Pulp
(Final)
EPA
. PUBLICATION
DOCUMENT NUMBER
EPA 440/1 -74/025-a
NTIS
ACCESSION
NUMBER
PB238833/AS
GPO
STOCK
NUMBER
••••
to
en
Pulp, Paper & Paper-
Board and Builders'
Paper & Board Mills
(Proposed)

Pulp, Paper & Paper-
board and Builders'
Paper & Board Mills
(Final)

Development Document
for Best Conventional
Pollutant Control
Technology Pulp, Paper,
and Paperboard
                                    • Pulp, Paper and Paperboard —-
                                      & Builder's Paper
                                      and Board Mills (Guidance)

                                    • Control of Polychlorinated  —
                                      Biphenyls in the Deink
                                      Subcategory (Guidance)
                                                             EPA 440/1-80/025-b
                                                             EPA 440/1-82/025
                                                             EPA 440/1-86/025
PBS1201535
PB83163949
PB87172250/AS

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LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.Ji. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                              (Conxl.iued)
                                                                      SOURCES OF AVAILABILITY
INDUSTRIAL CFR
POINT SOURCE PART
CATEGORY NUMBER

RUBBER 428
PROCESSING
SOAPS fit 417
DETERGENTS
SOLVENT
RECYCLING
INDUSTRY
STEAM ELECTRIC 423
POWER PLANTS
SUGAR 409
PROCESSING
SUBCATEQORY
• Tire & Synthetic
(Final)
• Fabricated & Reclaimed
Rubber (Final)
• Soaps & Detergents
(Final)
• Solvent Recycling
• Steam Electric Power
Generating (Final)
• Steam Electric
(Proposed)
• Steam Electric (Final)
• Beet Sugar (Final)
• Cane Sugar Refining
EPA
1 OBLIGATION
1 OCUMENT NUMBER
tPA 440/1 -74/01 3-a
i PA 440/1 -74/030-a
t£PA 440/1 -74/01 8-a
EPA 440/1 -89/1 02
EPA 440/1 -74/029-a
EPA 440/1 -80/029-b
\
EPA 440/1 -82/029
EPA 440/1 -74/002-b
EPA 440/1 -74/002-c
NTIS
ACCESSION
NUMBER
PB238609/AS
PB241916/AS
PB238613/AS
PB901 26487
PB240853
PB81119075
*•••
PB238462/AS
PB238147/AS
QPO
STOCK
NUMBER
55Q1 -00885
5501-01018
5501-00867

5501-01001
5501-00117
5501-00826
                              (Final)

                            •  Raw Cane Sugar
                              Processing (Interim
                              .Final)
EPA 440/1-75/044

-------
     LIST OF DEVELOPMENT DOCUMENTS AND ADDITIONAL U.S. EPA INDUSTRIAL TECHNOLOGY DIVISION PUBLICATIONS
                                                        (Continued)
                                                                                   SOURCES OF AVAILABILITY
 i
CO
INDUSTRIAL
POINT SOURCE
CATEGORY

TEXTILE MILLS
MANUFACTURING
CFR
PART
NUMBER
410
SUBCATEQORY
• Textile Mills
(Final)
• Textile Mills
(Final)
EPA
. PUBLICATION
DOCUMENT NUMBER
EPA 440/1 -74/022-a
EPA 440/1 -82/022
NTIS
ACCESSION
NUMBER
PB238832/AS
PB831 16871
QPO
STOCK
NUMBER
/
5501-00903
TIMBER PRODUCTS
PROCESSING
                       429
• Wood Furniture
  and Fixtures (Final)

• Timber Products
  Processing
  (Proposed)

• Timber Products
  Processing (Final)
EPA 440/1-74/033-a
                                                            EPA 440/1-79/023-b
                                                            EPA 440/1-81/023
                                                                              PB81227282
    TRANSPORTATION
    EQUIPMENT
    CLEANING
    INDUSTRY
                                •  Transportation
                                  Equipment
                                  Cleaning
                        KEPA 440/1-89/104
                      PB90126483
    National Technical Information Service (NTIS)
    5285 Port Royal Road '
    Springfield, VA 22161
    (703) 487-4600

-------
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                                                                 tmi*
             ••••**•*••
                                                                *»tf».tt*l

                                                                •Ml
                   PUBLICATIONS AVAILABj; FROM THE INDUSTRIAL TECHNOLOGY DIVISION
                                               METHODS I REFERENCES)
                                                      (ANAUTICAL  METHODS
co
00
                   a-,
                         -SBUS-
IHtliri MM I  f»Util« OrfMio
    M« H»UM« MlSt  M«ivel*ttU
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                                                                                                            tMt/a»« OiUtle
                                                   USEPA 4U1 M St.  Stf
                                                   Washington. DC  20460

                                                   (202) 382-7131

-------
            OWR/ITD Preliminary Data Sumnariea—1989
EPA  440/1-89/014—Preliminary  Data  Summary  for  the  Used  Oil
                    Reclamation and Re-Refining Industry

EPA 44o/l-89/060n—Preliminary Data Summary for the Hospitals Point
                    Source Category

EPA  440/l-89/060a—Preliminary  Data  Summary for  the  Pesticide
                    Chemicals Point Source Category

EPA 440/1-89/025—Preliminary Data Summary for the Pulp, Paper and
                    Paperboard Point Source Category

EPA  440/1-89/050—Preliminary   Data  Summary   for  the   Paint
                    Formulating Paint Source Category

EPA 440/1-89/084—Preliminary Data Summary for the Pharmaceutical
                    Manufacturing Point Source Category

EPA 440/1-89/100—Preliminary Data Summary for the Hazardous Haste
                    Treatment Industry

EPA   440/1-89/101—Preliminary    Data  Summary  for  the   Drum
                    Reconditioning Industry

EPA  440/1-89/102—Preliminary  Data   Summary  for  the  Solvent
                    Recycling Industry

EPA  440/1-89/103—Preliminary  Data Summary, for the  Industrial
                    Laundries

EPA 440/1-89/104—Preliminary Data Summary for the Transportation
                    Equipment Cleaning Industry

EPA 440/1-89/105—Preliminary Data Summary for the Coastal, Onshore
                    and  Stripper Subcategories of  the Oil Gas
                    Extraction  Point  Source Category

EPA  440/1089/106—Preliminary  Data  Summary for  the  Machinery
                    Manufacturing and Rebuilding Industry
                                   4-39

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IHDUSTRIAI. CATEGORIES SUBJECT TO NATIONAL EJTLUEHT LIMITATIONS AND STANDARDS

     INDUSTRIAL CATEGORY                                 40 CTR PART^ HUMBER

     Aluminum renting                 -                           467
     Asbestos Manufacturing                                     42?
     Battery Manufacturing                                      461
     Builder's  Paper                                             431
     Carbon'Black Manufacturing                                  458
     Cement Manufacturing                                        411
     Coal  Mining                                                434
     Coil  Coating (Phase Z  and III                               445
     Copper Forming                                              468
     Dairy Products Processing                                   405
     •lactroplating                                              413*
     Electrical and Electronic Components (Phases Z and ZX)      469
     Explosives Manufacturing                                    457
     Feedlots                                                   412
     Ferroalloy Manufacturing                                    424
     Fertiliser Manufacturing                                    418
     Fruits end Vegetables  Processing Manufacturing              407
     Glass  Manufacturing                                         426
     Grain  Hills Manufacturing                                   406
     Own and wood Chemicals                                     454
     Hospitals               .                                    460
     Ink Formulating                                             447
     Inorganic  Chemicals (Phases Z and ZZ)                       415
     Zron and Steel Manufacturing                                420
     Leather Tanning and Finishing                               425
     Meat Processing                                             432
     Metal  Finishing                                             433"
     Metal  Molding and Casting                                   464
     Mineral Mining                                              436
     Nonferrous Metals Forming                                   471
     Monferrous Metals Manufacturing (Phases Z and ZZ)           421
     Oil and Gas Extraction                                     435
     •-^:__.__ _^,J—1^ .^*»-,Ji**tics and Synthetic Fibers         414*"
     faint  formulating                            "'              446
     Paving and Roofing (Tars and Asphalt)                       443
     Pesticides                                                 455
     Petroleum  Refining                                          419
     Pharmaceuticals                                             439
     Phosphate  Manufacturing                                     422
     Photographic                         .                       459
     Plastics Molding and Forming                                463*«**
     Porcelain  Enameling                                         466
     Pulp and Paper                                              430
     Rubber Processing                                           428
     Seafood Processing Manufacturing                            408
     Soaps  and  Detergents Manufacturing                          417
     Steam  Electric                                              423
     Sugar  Processing Manufacturing                              409
     Timber Products Manufacturing                               429
     Textiles                                                    410«««"

   "Cross reference to Metal Finishing, Part 433
  ••Cross reference to Electroplating, Part 413.
 ••••O*-aftp:.<. Chemicals and  Manufacturing- (40 CFR Part 414) had been
      combined  with the "Plastics and Synthetics" point source category
      (40  CFR Part 416) i pretreatment standard* for new sources are still in
      effect as previously identified under 40 CFR Part 414, Subpart 8.
••••Category is regulated  only by the general pretreataent standards found
      in 40 CFR Part 403.
                                     4-40

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              ftEFCREMCU FO* WASTIWATIft POLLUTANT

40 CPU 401.15              ToaJe PofcHanta:  Uat of 66 todc poMarts da»«iopad pursuant to
                               Watar Act faction 207(a)0)
40 CPU 401.16              Con»anMonal PoiutanN:  UatofB
                          pwauarttoOMA
40 CFR Part 423.            Prtorty Poiotanta:  daiWvd from lat of 65 ToKle PoMarts: 126 total.
Appandbc A                 
-------
                     ITD PROTECT RESPONSIBILITY LIST
Aluminum Forming

Analytical Support


Asbestos

Battery Manufacturing

Carbon Black Manufacturing

Cement Manufacturing

Centralized (Hazardous)
  Waste Treaters

Coal Mining
  Coal Remitting
  Coal Slurry Pipelines
  (includes canmaking)

Copper Forming

Dairy Products Processing

Drum Reconditioning

Electrical & Electronic
  Components - Phase I & U

Electroplating

Ethanol for Fuel

Explosives Manufacturing

Feedlots

Ferroalloy Manufacturing
Matt Jarrett

Bill Telliard
Ben Honaker

Ron Kirby

Sabita Rajvanshi

George Jett

Ron Kirby

Debra DiCianna


Bill Telliard
                                     Matt
Matt Jarrett

Don Anderson

Matt Jarrett

Sabita Rajvanshi


Sabita Rajvanshi

Bill Telliard

Tom Fielding

Don Anderson

Matt Jarrett
(202) 260-3164

(202) 260-5131
(202) 260-2272

(202) 260-7168

(202) 260-7153

(202) 260-7151

(202) 260-7168

(202) 260-7141


(202) 260-5131



(202) 260-3164


(202) 260-3164

(202) 260-7137

(202) 260-3164

(202)260-7153


(202) 260-7153

(202) 260-5131

(202) 260-7156

(202) 260-7137

(202) 260-3164
                                  4-42

-------
                   Tom Fielding
                         (202) 260-7156
[riding
Finishing
on
luring


Rendering
5 & Beverages
ctioneries
cialty
Don Anderson

Matt Jarrett


Don Anderson

Wendy Smith

Don Anderson

Dick Williams

Frank Hund

Sabita Rajvanshi

Woody Forsht

Dick Williams

Tom Fielding

Matt Jarrett

Dick Williams

Bill Telliard

Sabita Rajvanshi


Don Anderson

Sabita Rajvanshi

Matt Jarrett

Don Anderson
(202) 260-7137

(202) 260-3164


(202) 260-7137

(202) 260-7184

(202) 260-7137

(202) 260-7186

(202) 260-7182

(202) 260-7153

(202) 260-7190

(202) 260-7186

(202) 260-7156

(202) 260-3164

(202) 260-7186

(202) 260-5131

(202) 260-7153


(202) 260-7137

(202) 260-7153

(202) 260-3164

(202) 260-7137
                4-43

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Nonfenrous Metals Forming

Nonferrous Metals Manufacturing

Oil & Gas Extraction
 Offshore
 Onshore (Coastal)

Ore Mining

Organic Chemicals, Plastics
 & Synthetic Fibers

Paint Formulation

Paragraph 4(c) Pollutants

Paving & Roofing

Pesticides
Pharmaceuticals

Photographies

Plastics Molding & Forming

Platemaking

Porcelain Enameling

POTW Pilot Study/Pretreatment

Poultry Processing

Printing & Publishing

Pulp & Paper
  Builders' Paper & Board Mills
  Converted Paper
  Pulp, Paper & Paperboard
  Dioxin
Matt Jarrett

Matt Jarrett

Ron Jordan



Matt Jarrett

George Jett


Dick Williams

Dick Williams

Bill Telliard

Tom Fielding
Jan Goodwin
      P.ubin

Frank Hund

Matt Jarrett

Woody Forsht

Sabita Rajvanshi

Matt Jarrett

Don Anderson

Don Anderson

Dick Williams

George Heath
Wendy Smith
Dick Williams
(202) 260-3164

(202) 260-3164

(202) 260-7115



(202) 260-3164

(202) 260-7151


(202) 260-7186

(202) 260-7186

(202) 260-5131

(202) 260-7156
(202) 260-7142

(202) 260-7124

(202) 260-7182

(202) 260-3164

(202) 260-7190

(202) 260-7153

(202) 260-3164

(202) 260-7137

(202) 260-7137

(202) 260-7186

(202) 260-7165
(202) 260-7184
(202) 260-7186
                                       4-44

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Rubber Manufacturing

Seafood Processing
 (canned & preserved)

Shipbuilding

Solvent Recovery

Steam Electric Power Generation

Sugar Processing
 Beet, Raw Cane
 Cane Sugar Refining

Superfund Site/POTW Guidance

Textile Manufacturing

Timber Products

Transportation

Waste Oil Reclamation

Water Supply

304(m) Revisions

40 CFR 401 Revisions
Joe Vitalis

Don Anderson


Sabita Rajvanshi

Debra DiCianna

Joe Vitalis

Don Anderson



Elwood Forsht

Dick Williams

Dick Williams

Sabita Rajvanshi

Marvin Rubin

Don Anderson

Eric Strassler

Frank Hund
(202) 260-7172

(202) 260-7137


(202) 260-7153

(202) 260-7141

(202) 260-7172

(202) 260-7137



(202) 260-7190

(202) 260-7186

(202) 260-7186

(202) 260-7153

(202) 260-7124

(202) 260-7137

(202) 260-7150

(202)260-7182
                                      4-45

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                              PRACTICAL EXERCISE

         Calculating Daily Maximum and Monthly Average Permit Limits
                           Using  Effluent  Guidelines


SITUATION

You are the permit writer responsible for  drafting the permit for Luster Glass,
Inc., a glass manufacturer in Morris, Illinois (IL0654321).  After reviewing the
application forms 1 and 2C and the effluent limitations guidelines and standards
for the Glass Manufacturing point source category (40 CFR Part 426) you begin to
develop the effluent limitations  for the process wastewaters, to be included in
the permit.


DETERMINE;

The daily maximum and monthly average effluent limitations for Oil and Grease,
TSS, Phosphorus, and pH for the process wastewater contribution to Outfall 001
at Luster Glass.  Show all calculations and assumptions.
                                        4-46

-------
 Part 426
          40 CTt Oi. I (7-1-W Edition)
   TABLE OF STUDENTS' t VALUES AT THE 99
        PERCENT CONFIDENCE LEVEL  -
Nuntoor of rvpticvtvv
t
9 	
10 '
11 	 	
m
71 , , 	
20 	 	
91 	
41

"•sr
frtMdOfn
(n-1)
6
r
a
9
10
15
20
25
30
80
Mn-1.
1-a-JM)
3.143
2.998
2.896
2.821
2.764
2.602
2-S28
2.485
2.457
2.390
2J26
[53 PR 9186. Mar. 21.19881
PART 426— GLASS MANUFACTURING
      POINT SOURCE CATEGORY
                    Fib*r0lats
Sec.
426.10 Applicability: description of the In-
    sulation fiberglass subcategory.
426.11 Special definitions.
426.12 Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion utamaoie ny ui« application of the
    best practicable control technology cur-
    rently available.
426.13 Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best available  technology economically
    achievable.
426.14 [Reserved]
426.15 Standards of performance  for new
    sources.
426.16 Pretreatment  standards  for   new
    sources.
426.17 Effluent limitations guidelines rep-
    resenting the degreee of effluent reduc-
    tion attainable by the application of the
    best   conventional   pollutant   control
    technology (BCT).

    Subcwff •   Sh«H Otau Manufacturing
426.20  Applicability:  description  of  the
    sheet glass manufacturing subcategory.
426.21  Specialized definitions.
426.22  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best practicable control technology cur-
    rently available.
Sec.
426.23 Effluent limitations guidelines rep-
    resenting the degree of effluent  reduc-
    tion attainable by the application of the
    best available  technology economically
    achievable.
426.24 Pretreatment standards for existing
    sources.
426.25 Standards  of performance for new
    sources.
426.26 Pretreatment standards  for  new
    sources.
426.27 Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best conventional pollutant control tech-
    nology.

    Subport C— toll** Otou Manufacturing,
426.30  Applicability,  description  of  the
   rolled glass manufacturing subcategory.
426.31  Specialized definitions.
426.32  Effluent limitations guidelines rep-
   resenting the degree of effluent reduc-
   tion attainable by the application of the
   best practicable control technology cur-
   rently available.
426.33  Effluent limitations guidelines rep-
   resenting the degree of effluent reduc-
   tion attainable by the application of the
   best  avail tble technology economically
   achievable..
426.34  Pretreatment standards for existing
   sources.
426.35  Standards of  performance  for new
   sources.
426.36  Pretreatment standards  for  new-
   sources.
426.37  Effluent limitations guidelines rep-
   resenting the degree of effluent reduc-
   tion attainable by the application  of the
   best conventional pollutant control tech-
   nology.

    Suhaart D  Hota (Mat* Manufacturing
426.40 Applicability;  description  of  the
    plate glass manufacturing subcategory.
426.41 Specialized definitions.
426.42 Effluent limitations guidelines rep-
    resenting the degree of effluent  reduc-
    tion attainable by the application of the
    best practicable control technology cur-
    rently available.
426.43  [Reserved]
426.44  Pretreatment standards for existing
    sources.
426.45  Standards of performance for new
    sources.
426.46  Pretreatment  standards  for  new
    sources.
                                        4-47

-------
Environmental Protection Afljoncy
                                                                         Part 426
Sec.
426.47 Effluent limitations guidelines rep-
    resenting the degreee of effluent reduc-
    tion attainable by the application of the
    best  conventional  pollutant  control
    technology (BCT).

    Subpart E— Root Gfau Manufacturing
               Subcategory

426.50 Applicability: description  of  the
    float glass manufacturing subcategory.
426.51 Specialized definitions.
426.52 Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best practicable control technology cur-
    rently available.
426.53 Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best available  technology  economically
    achievable.
426.54 [Reserved]
426.55 Standards  of performance  for new
    sources.
426.56 Pretreatment standards for  new
    sources.
426.57 Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best  conventional  pollutant  control
    technology.
Subpart F
             Automotive Otat • Tampering
               Subcotegory

426.60 Applicability,   description  of  the
   automotive glass tempering subcategory.
426.61 Specialized definitions.
426.62 Effluent limitations guidelines  rep-
   resenting the degree of effluent reduc-
   tion attainable by the application of the
   best practicable control technology  cur-
   rently available.
426.63 (Reserved!
426.64 Pretreatment standards for existing
   sources.
426.65 Standards of  performance for  new
   sources.
426.66 Pretreatment  standards  for   new
   sources.
426.67 Effluent limitations guidelines  rep-
   resenting the degree of effluent reduc-
   tion attainable by the application of the
   best   conventional  pollutant  control
   technology.

   Subpart G— Automotive Glat* Laminating
               Subcategory

426.70 Applicability;  description of  the
   automotive glass  laminating  subcatego-
   ry.
426.71 Specialized definitions.
Sec.
426.72 Effluent limitations guidelines  rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best practicable control technology  cur-
    rently available.
426.73 Effluent limitations guidelines  rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best available  technology economically
    achievable.
426.74 [Reserved!
426.75 Standards of performance  for  new
    sources.
426.76 Pretreatment  standards  for   new
    sources.
426.77 Effluent limitations guidelines  rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best   conventional   pollutant  control
    technology.

  Subpart  H—Glat* Container Manufacturing
               Subcategory

426.80 Applicability;  description  of  the
    glass container manufacturing subcate-
    gory.
426.81 Specialized definitions.
426.82 Effluent limitations guidelines  rep-
    resenting the degree  of effluent reduc-
    tion attainable by the application of the
    best practicable control technology cur-
    rently available.
426.83—426.84  [Reserved!
426.85 Standards of performance .for  new
    sources.
426.86 Pretreatment  standards  for   new
    sources.
426.87 Effluent limitations  guidelines rep-
    resenting the degree  of eifluent reduc-
    tion attainable by the application of the
    best conventional pollutant control tech-
 1   nology.

 Subpart I—Machine Pre*«e4 and Mown GtaM
    Manufacturing Subcategory  [teterved]

      Subpart J—Glass Tubing (Oannaf)
          Manufacturing Subcategory

 426.100  Applicability;  description of  the
    glass  tubing  (Danner)  manufacturing
    subcategory.
 426.101  Specialized definitions.
 426.102  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best practicable control technology cur-
    rently available.
 426.103—426.104   [Reserved]
 426.105  Standards for performance for new
    sources.
 426.106   Pretreatment standards  for new
    sources.
                                4-48

-------
§ 426.10
          40 CFR Ch. I (7-1-89 Edition)
Sec.
426.107  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best  conventional  pollutant  control
    technology.

 Subpart K—Television  Picture Tub* Envelop*
        ^Manufacturing Subcategory

426.110  Applicability;  description  of the
    television picture  tube envelope manu-
    facturing subcategory.
426.111  Specialized definitions.
426.112  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best practicable  control technology cur-
    rently available.
426.113  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best available technology  economically
    achievable.
426.114  [Reserved!
426.115  Standards of performance for new
    sources.
426.116  Pretreatment standards for  new
    sources.
426.117  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by  the application of the
    best conventional  pollutant  control
    technology.
         Manufacturing Subcategory

426.120  Applicability: description of the in-
    candescent  lamp envelope manufactur-
    ing subcategory.
426.121  Specialized definitions.
426.122  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    best  practicable control technology cur-
    rently available.
426.123  Effluent limitations guidelines rep-
    resenting the degree of effluent reduc-
    tion  attainable by the application of the
    best  available technology economically
    achievable.
 426.124  [Reserved]
 426.125  Standards of performance for new
    sources.
 426.126  Pretreatment  standards  for new
    sources.
 426.127  Effluent limitations guidelines  rep-
    resenting the degree of effluent reduc-
    tion attainable by the application of the
    oest conventional  pollutant  control
    technology.
Sec.
  Subpart M—Hand Pressed and Hewn Glass
         Manufacturing Subcategory

426.130  Applicability:  description  of  the
    hand pressed and blown glass manufac-
    turing subcategory.
426.131  Specialized definitions.
426.132  Effluent limitations guidelines rep-
    resenting the degree  of effluent reduc-
    tion attainable by the application of the
    best practicable  control technology cur-
    rently available.
426.133  Effluent limitations guidelines rep-
    resenting the degree  of effluent reduc-
    tion attainable by the application of the
    best available technology economically
    achievable.
426.134  [Reserved]
426.135  Standards of performance for new
    sources.
426.136  Pretreatment  standards for new
    sources.
426.137  [Reserved]
  AUTHORITY: Sees. 301. 304 (b) and (c). 306
(b) and (c). 307(c). and 316(b) of the Federal
Water Pollution Control Act. as amended;
33 U.S.C. 1251. 1311. 1314. 1316 (b) and (c).
1317(b): 86 Stat. 816 et seq.. Pub. L. 92-500;
91 Stat. 1567. Pub. L. 95-217.
  SOURCE 39 FR 2565. Jan. 22. 1974. unless
otherwise noted.

   Subpart A—Insulation Fiberglass
              Subcatvgory

§426.10  Applicability;  description of the
    insulation fiberglass subcategory.
  The  provisions of  this subpart are
applicable to discharges resulting from
the production of insulation  fiberglass
in which molten glass is either directly
or indirectly made, continuously fiber-
ized  and  chemically  bonded  into  a
wool-like material.

§ 426.11  Specialized definitions.

  For the purpose of this subpart:
  (a) Except as  provided below,. the
general definitions,  abbreviations and
methods  of analysis  set forth  in 40
CFR Part 401 shall apply to this sub-
part.
   (b)  The  term  "cullet water"  shall
mean that water which is exclusively
and directly applied to molten glass in
order to solidify the glass.
   (c) The term "advanced  air emission
control devices"  shall mean air pollu-
tion control  equipment, such  as elec-
trostatic precipitators and high energy
                                  4-49

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Environmental Protection Agency
                             § 426.62
licly  owned  treatment  works  (and
which would be a new source subject
to section 306 of the Act. if it were to
discharge pollutants to the navigable
waters),  shall be  the standard  set
forth in 40 CFR Part 128. except that.
for the purpose of this section. 40 CFR
128.133- shall  be amended  to  read as
follows:
  In addition to the prohibitions set forth in
40 CFR 128.131. the pretreatment standard
(or incompatible pollutants introduced  into
a publicly owned treatment works shall be
the  standard  of  performance  for   new
sources specified in 40 CFR 426.55 provided
that, if the publicly owned treatment works
which receives the pollutants is committed.
in its NPDES permit, to remove a specified
percentage of any incompatible  pollutant.
the  pretreatment standard applicable to
users of such treatment works shall, except
in the case of standards providing for no dis-
charge of pollutants, be correspondingly re-
duced in stringency for that pollutant.

§426.57  Effluent  limitations  guidelines
   representing the degree of effluent re-
   duction attainable by the application of
   the best conventional  pollutant control
   technology.
  Except  as   provided in   §8125.30
through  125.32. any  existing point
source subject to this subpart  shall
achieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable by the appli-
cation of the best conventional pollut-
ant  control  technology  (BCT):  The
limitations shall be the same as those
specified  for  conventional  pollutants
(which are  defined in  § 401.16)  in •
S 426.52 of this subpart for  the  best
practicable  control  technology  cur-
rently available (BPT).
[51 FR 25000. July 9.1986]

     Subpart F—Automotive Glass
       Tempering Subcategory

  SOURCE 39 FR S714.  Feb. 14. 1974. unless
otherwise noted.

§426.60 Applicability; description of  the
   automotive glass tempering aubcatego-
   ry.
  The provisions of this subpart are
applicable to  discharges of pollutants
resulting from the processes in which
glass is cut and then passed through a
series of  processes that  grind   and
polish the edges,  bend the glass, and
then temper the glass to produce side
and back windows for automobiles.

§ 426.61  Specialized definition!.
  For the purpose of this subpart:
  (a)  Except  as provided below, the
general definitions, abbreviations and
methods  of  analysis set forth  in  40
CFR Part 401 shall apply to  this sub-
part.
  (b)  The  term  "tempering"  shall
mean  the process whereby  glass  is
heated  near  the melting  point and
then rapidly cooled to Increase its me-
chanical and thermal endurance.

§426.62  Effluent   limitations   guidelines
    representing the degree of effluent  re-
    duction attainable by the application of
    the best practicable control technology
    currently available.
  (a) In establishing the limitation set
forth in this section, EPA took into ac-
count  all Information  it was able  to
collect, develop  and solicit  with re-
spect to factors (such as age and size
of plant, raw materials, manufacturing
processes, products  produced,  treat-
ment technology  available, energy  re-
quirements  and   costs)  which can
affect the industry subcategorization
and effluent levels established. It  is,
however,  possible that data   which
would affect these  limitations  have
not been available and. as  a result.
these limitations should be  adjusted
for certain plants in  this industry. An
individual discharger or other interest-
ed person may submit evidence  to the
Regional Administrator  (or to the
State, if the State has the authority to
issue NPDES permits) that factors  re-
lating to the equipment or facilities in-
volved, the process applied,  or other
such factors related to such discharger
are fundamentally different  from the
factors considered in  the   establish-
ment of the guidelines. On the basis of
such evidence or other available infor-
mation,  the  Regional  Administrator
(or the State) will make a written find-
ing that such factors are or a^e not
fundamentally different for thaw facil-
ity compared to those specified in the
Development Document. If such fun-
damentally different factors  are found
to  exist, the Regional Administrator
                              4-50

-------
§ 426.64

or the State shall establish for the dis-
charger  effluent  limitations  in  the
NPDES  permit  either more  or  less
stringent than the limitations estab-
lished herein, to the  extent dictated
by  such fundamentally different  fac-
tors.  Such limitations must  be  ap-
proved "by  the Administrator of  the
Environmental  Protection   Agency.
The  Administrator  may  approve  or
disapprove  such limitations,  specify
other limitations, or initiate proceed-
ings to revise these regulations;
  (b)  The following limitations estab-
lish the  quantity or quality  of pollut-
ants  or  pollutant  properties,   con-
trolled by this section, which may be
discharged by a point source subject to
the provisions of this subpart after ap-
plication of the  best practicable con-
trol technology currently available:
                       Effluent fentitttoons
  Effluent character*
Maximum   value* for 30
tor any 1  consecutive day*
  day      than not
                     Matte unto (q/eq m o<
                          product)
TSS..
                       1.45
                       0*4
                1,22
                 .M
                   English units (to/1.060 *q n of
                          product)
TSS..
oa.....
PH_..
    0.40
    0.13
0.25
 .13
  • Within tha rang* 6.0 to 9.0.


§426.63  [Reserved]

B 426.64  Pretreatment standards for exist-
    ing sources.
  The pretreatment  standards  under
section 307(b) of the Act for a source
within the automotive glass tempering
subcategory which is a user of a pub-
licly owned  treatment  works and a
major contributing industry as defined
 in  40 CPR Part 128 (and which would
 be an existing point source subject to
 section 301 of the Act. if it were to dis-
 charge  pollutants  to  the navigable
 SShto £^*L the  standard  set
                              40 CFt Ch. I (7-1-89 Edition)

                     shall not  apply. The  following  pre-
                     treatment  standard  establishes  the
                     quantity or quality of pollutants or
                     pollutant properties controlled by this
                     section which may  be discharged  to a
                     publicly owned treatment works by a
                     point source subject to the provisions
                     of this subpart.
PoButara or posutarrt property
pM_
01 	 	
TSS 	 .
PretrMtmant standard
No fcmrtation.
Do.
Do.
     [40 PR 6444. Feb. 11.19751

     §426.65  Standards  of  performance  for
         new sources.
       The following standards of perform-
     ance establish the quantity or quality
     of pollutants or  pollutant properties.
     controlled by this section, which may
     be discharged by a new source subject
     to the provisions of this subpart:
                                           Effluent characteristic
                            Effluent bmftstions

                                 Average of da*y
                         Maximum   values for 30
                         for any 1   consecutive day*
                           day      snail not
                                   exceed—
                                           Metric units (q/«q m of
                                               product)
TSS..
0*.....
PH....
024
0.49
                                                                            0.2*
                                        English urns (Ib/l.OOO M) ft.*
                                               product)
                     TSS;.
                     Oil	
                     pH....
                             0.05
                             0.10
                                   c.os
                                     :0
                                     I1)
                       1 Within the range 6.0 to 9.0.


                      § 426.66  Pretreatment  standards for new
                         sources.
                       The pretreatment  standards  under
                      section 307(c) of the Act for a source
                      within the automotive glass tempering
                      subcategory. which is a user of a pub-
                      licly owned  treatment works  (and
                      which would be a new  source subject
                      to section 306 of the Act. if it were to
                      discharge pollutants to the navigable
                      waters),  shall  be the standard  set
                      forth in 40 CFR Part 128. except that.
                      for the purpose of this section. 40 CFR
                              4-51

-------
Environmental Protection Agency
                             §426.77
128.133 shall be amended to read as
follows:
  In addition to the prohibitions set forth1 in
40 CFR 128.131. the pretreatment standard
(or incompatible pollutants introduced into
a publicly owned treatment works shall be
the  standard  of  performance  for  new
sources specified in 40 CFR 426.85: provided
that, if the publicly owned treatment works
which receives the pollutants is committed.
in its NPDES permit, to remove a specified
percentage of any incompatible pollutant.
the  pretreatment  standard  applicable to
users of such treatment works shall, except
in the case of standards providing for no dis-
charge of pollutants, be correspondingly re-
duced in stringency for that pollutant.

§426.67  Effluent  limitations   guidelines
    representing the' degree of  effluent re-
    duction attainable by the application of
    the beat conventional pollutant control
    technology.
  Except  as  provided  in   it 125.30
through  125.32, any  existing  point
source subject  to  this subpart shall
achieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable  by the appli-
cation of the best conventional pollut-
ant control  technology  (BCT): The
limitations shall be the same as those
specified  for  conventional  pollutants
(which ore  defined  in  $401.16) in
5 426.62 of this subpart for the best
practicable  control  technology  cur-
rently available (BPT).

151 FR 25000. July 9.19861

    Subpart G—Automotive Glass
       Laminating SubcaUgory

  SOURCE 39 FR 5714. Feb. 14.  1974. unless
otherwise noted.

§426.70  Applicability; description  of the
    automotive glass  laminating subcatego-
    ry.
  The provisions of this subpart are
applicable to discharges of  pollutants
resulting  from the processes- which
laminate a  plastic  sheet between two
layers of glass, and which prepare the
glass for  lamination such as cutting,
bending and washing, to produce auto-
mobile windshields.

§ 426.71 Specialized  definitions.
  For the purpose of this subpart:
  (a)  Except  as  provided below,  the
general definitions, abbreviations  and.
methods of analysis set forth  in 40
CFR Part 401 shall apply to this sub-
part.

§426.72  Effluent  limitations  guidelines
    representing the  degree of effluent re-
    duction attainable by the application of
    the best practicable control technology
    currently available.
  In establishing the  limitations set
forth in this section. EPA took into ac-
count all information  it was  able to
collect,  develop  and solicit with  re-
spect to factors (such as age and  size
of plant, raw materials, manufacturing
processes,  products  produced,  treat-
ment technology available, energy re-
quirements  and   costs)  which  can
affect the industry subcategorization
and effluent levels established. It is.
however, possible   that data  which
would affect  these limitations have
not been available and. as a result.
these limitations should be adjusted
for certain plants in this industry. An
individual discharger or other interest-
ed person may submit evidence to the
Regional Administrator  (or  to  the
State, if the State has the authority to
issue NPDES  permits) that factors re-
lating to the equipment or facilities in-
volved,  the process applied, or other
such factors related to such discharger
are fundamentally different from the
factors considered in  the  establish-
ment of the guidelines. On the basis of
such evidence or other available infor-
mation, the  Regional  Administrator
(or the State) will make a written find-
ing that such factors  are or are not
fundamentally different for that facil-
ity compared to  those specified in the
Development Document. If such  fun-
damentally different factors are found
to exist, the Regional Administrator
or the State shall establish for the dis-
charger effluent  limitations  in  the
NPDES permit  either  more  or less
stringent than the limitations estab-
lished herein, to  the  extent  dictated
by such fundamentally different fac-
tors. Such limitations  must  be  ap-
proved by  the  Administrator of  the
Environmental  Protection  Agency.
The  Administrator may approve  or
disapprove such  limitations,  specify
                            4-52

-------
§426.73

other limitations, or initiate  proceed-
ings to revise these regulations.

The following limitations establish the
quantity or quality  of pollutants or
pollutant properties, controlled by this
section, which may be discharged by a
point source subject to the provisions
of this subpart after application of the
best   practicable  control  technology
currently available:

                         Effluent limitation*
Maximum
tor any 1
                             Avaragaot dafty
                              vakjaa tar 30
                             conaacuOv* daya
                       Metric uniu (q/aq m of
                           product)
TSS.
                         4.40
                         1.07
                 4.40
                 1.76
                 1.07
                    Engfish units (t>/1.000 aq ft of
                            product)
T8S..
    0.90
    0.36
    0.22
0.90
 J6
 23.
PH.
' • Within tharanga 6.0 to 9.0.


6426.73  Effluent  limitations  guidelines
    representing the degree of effluent re-
    duction attainable by the application of
    the best available technology economi-
    cally achievable.

  The following limitations establish
the quantity or quality  of pollutants
or  pollutant properties,  controlled by
this section, which may be discharged
 by a point source subject to the provi-
 sions of this subpart after application
 of the  best available technology  eco-
 nomically achievable:


                         Efflutm hntitssbofw
                      Maximum
                      tor any 1
                       day
         Average of dairy
          value* tor 30
         consecutive day*
            aha* not
                        Mwnt «•*« (o/aq m of
                       	Product*)

                          0.30
                                                     40 CFR Ch. I (7-1-89 Edition)
                                             Effluent charactariatic
                                              Effluent imrta&one

                                                   Awaraga of dairy
                                           Maximum   vakm for X
                                           tor any 1  oonaacutiva day*
                                             day       ana not
                                                               English unU (to/1.000 sq It of
                                                                      product)
                                           Pnoapnorus..
                                                                   0.06
                                                            .06
      [39 PR S714. Feb. 14.1974. as amended at 44
      FR 50746. Aug. 29. 1979]

      §426.74  [Reserved]

      8426.75  Standards  of   performance  for
         new sources.
       The following standards of perform-
      ance establish the quantity  or quality
      of pollutants or pollutant properties.
      controlled by this section, which may
      be discharged by a new  point source
      subject to  the provisions  of this sub-
      part:
                                             Effluant chsrsctariattc
                                                                    EHVjant amjutont

                                                                        Average of dairy
                                                                Maximum    vaJuas tor 30
                                                                for any 1  conaacutrva days
                                                                  day       shan not
                                             Maine unit* (q/«q m of
                                                  product)
                       TSS-
                       Oil	
                       Phosphorus,
                       OH	
                               0.86
                               1.76
                               0.30
                                CI
                                                                                 0.88
                                                                                 1.76
                                                                                  JO
                                            English units (to/1.000 t> ol
                                                  product)
                                               0.18
                                               0.36
                                               0.08
                                           0.18
                                            .36
                                            .06
        1 Wrthm th» ranga 6.0 to 0.0.

      8426.76  Pretreatment  standards  for  new
          sources.
        The  pretreatment  standards under
      section 307(c) of  the Act for a source
      within the  automotive glass laminat-
      ing subcategory,  which is a user of a
      publicly owned treatment works  (and
      which  would be a new source subject
      to section 306 of  the Act. if it were to
      discharge pollutants to the navigable
      waters), shall be  the  standard set
      forth in 40  CFR Part 128. except  that.
                                4-53

-------
Environmental Protection Agency
                             § 426.82
(or the purpose of this section, 40 CFR
128.133 shall be amended  to read.as
follows:
  In addition to the prohibitions set forth in
40 CFR 128.131. the pretreatment standard
for incompatible pollutants introduced into
a publicly owned treatment works shall be
the  standard  of  performance   for  new
sources specified in 40 CFR 426.75: provided
that, if the publicly owned treatment works
which receives the pollutants is committed.
in its NPDES permit, to remove a specified
percentage of any incompatible  pollutant.
the  pretreatment  standard applicable to
users of such treatment works shall,  except
in the case of standards providing for no dis-
charge of pollutants, be correspondingly re-
duced in stringency for that pollutant.

8426.77  Effluent  limitations   guidelines
    representing the degree of effluent re-
    duction attainable by the application of
    the best conventional pollutant control
    technology.
  Except  as   provided  in   SS 125.30
through  125.32, any existing  point
source subject to  this  subpart shall
achieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable by the  appli-
cation of the best conventional pollut-
ant  control  technology  (BCT): The
limitations shall be the same as those
specified  for  conventional  pollutants
(which  are  defined In  $401.16) in
1426.72 of this subpart for  the best
practicable  control  technology  cur-
rently available (BPT).
[51 FR 25000. July 9.1986]

     Subpart H—Glass Container
     Manufacturing Subcategory

  SOURCE 40 FR 2956. Jan. 16. 1975. unless
otherwise noted.

8426.80  Applicability;  description  of the
    glass container manufacturing subcate-
    gory.
  The provisions of  this subpart are
applicable to discharges resulting from
the  process  by which raw  materials
are melted in a furnace and  mechani-
cally processed Into glass containers.

8 426.81  Specialized definitions.
  For the purpose of this subpart:
  (a) Except  as provided  below,  the
general definitions, abbreviations  and
methods of analysis  set forth in Part
401 of this chapter shall apply to this
subpart.
  
-------
OVERVIEW OF VARIANCES TO
   EFFLUENT GUIDELINES

-------
                  LEARNING OBJECTIVES



         Role of variances



         Types of variances



         Basic process to grant/deny
            TECHNOLOGY-BASED VARIANCES




         Limited relief from effluent limits and compliance deadlines



         Address exceptional circumstances



         Ensure relief of NPDES program for "unusual" circumstances



         Only granted on rare occasions



         Some may be granted by States, others require FPA approval
NOTES:
                               5-1

-------
VARIANCES ARE FOR EXCEPTIONAL CIRCUMSTANCES
CWA CITF TYPE
301 (c) Economic
301 (g) Water Quality
301 (h) Secondary Treatment
Waiver - Ocean Discharge
(POTW)
301 (i) Extension of Secondary
Treatment Deadline
(POTW)
301 (k) Innovative
Technology
jyi(n) ?~iM3sain83M£, .y Different
Factors (FDFs)
316(a) Thermal Discharges
Intake - Discharge
Net Basis (Net/Gross)
40 CFR CITE
Part 125, Subpart E
[Reserved]
Part 125, Subpart F
[Reserved]
Part 125, Subpart G
(§§125.56 - 125.67)
Part 125, Subpart J
(§§125.90 -125.97)
Part 125, Subpart C
(§§125.20 - 125.27)
Per* 225, Subpart D
(§§125 30 • 125 32)
Part 125, Subpart H
(§§125.70 - 125.73)
§122.45(g)
APPROVAL
AUTHORITY
EPA - HQ
EPA - Region
EPA - HQ
NPDES State*
NPDES State*
EPA - Regions
NPDES State*
NPDES State*
*EPA Region in absence of approved State NPDES program.
NOTES:
                                    5-2

-------
  BEST PROFESSIONAL
JUDGMENT-BASED LIMITS

-------
            LEARNING OBJECTIVES
   Define Best Professional Judgment (BPJ)

   Authority for BPJ
   BPJ tools
   Economic achievability protocol
 DEVELOPMENT OF EFFLUENT LIMITATIONS
              FOR NPDES PERMITS
Develop Water Quality-Based
      Limitations
 Develop Technology-Based
      Limitations
Effluent Guidelines
Best Professional Judgment
                  Compare Limitations
                Apply the Most Stringent
                        6-1

-------
                         BPJ CANDIDATES




           Combined sewer overflows



           Hazardous waste treaters



           Equipment manufacturers



           Waste oil reclaimers



           Industrial laundries



           Paint and ink facilities



           Pharmaceuticals



           Barrel reclaimers



           Transportation facilities



           Mining operations



           Water treatment plants



           Petroleum industry
NOTES:
                                    6-2

-------
        BPJ IS THE PERMIT WRITER'S OPINION

  •     Technically based NPDES permit conditions, developed using all
       reasonable available and relevant data, examined and evaluated
       using a multidisciplined approach.

  •     The multidisciplined approach includes perspectives of an
       engineer, economist, statistician, chemist, biologist, and
	attorney. 	


              BPJ FACTORS - DEFINITIONS

 •    Age of equipment and facilities: age of the plant including
      manufacturing lines, sewer lines, and wastewater treatment
      system

 •    Process employed: the manufacturing process(es) used, and/or
      the wastewater treatment process employed

 •    Engineering aspects  of the application of various types of control
      techniques: the design, construction, cost, performance, reliability,
      etc. of the wastewater treatment processes

 •    Process changes: the feasible manufacturing process changes such
      as raw material substitution or in-process design (i.e., chemical
      synthesis)

 •    Cost of achieving the effluent reduction: the capital and operating
      cost of attaining a specified effluent quality

 •    Non-water quality environmental impacts; the trade-offs associated
      with achieving a specified effluent quality including energy
      requirement, air pollution, hazardous waste generation, solid waste
      disposal, etc.

 •    Other factors the Administrator deems appropriate: any other
      factor determined to be relevant to the facility's ability to achieve
      a specified level of effluent quality
                               6-3

-------
             BEST PROFESSIONAL JUDGMENT
                        DEFENSIBILITY

         Defensibility depends on reasonableness

         Reasonableness demonstrated by documentation

         Documentation should include:

              What is being imposed?
              Why is it being imposed?
              How it was developed?
NOTES:
                                6-4

-------
                     BPJ PERMITTING TOOLS

           Abstracts of industrial NPDES permits

           Treatability manual

           NPDES best management practices guidance document

           Technical support document for the development of water
           quality-based permit limitations for toxic pollutants

           Economic achievability protocol

           Report on specific facilities

                Office of Research and Development
                National Enforcement Investigations Center

           Effluent guidelines data

                Section 308 questionnaires
                Screening and verification data
                Development documents
                Contractors reports
                Proposed regulations

           Other sources of information

                Discharge monitoring reports
                Compliance inspection reports
                Industry teams/national experts
NOTES:
                                    6-5

-------
                      PERMIT ABSTRACTS

          Primary purpose:

               To assist permit writers by providing rapid access
               to information in approximately 500 industrial NPDES
               permits in a standardized, cross-referenced and easy-to-read
               format.

          Other purposes:

               To answer inquiries from, and provide information to
               industry, academia, consultants and the public.
NOTES:
                                    6-6

-------
   NUMBER OF ABSTRACTED PERMITS
100
                 IV
V   VI   VI
Region
          EFFLUENT  GUIDELINES
                                  Oryoiik, Chemical*

                                  Inorganic Chomleote
                                  Pulp ond Pop^r Boofd
           Industry Category
                6-7

-------
   25
   20
en



I  IS
   ,0
          PERMITS  WITH BMP PLANS
I



                                          I
           ii   m   iv   v   vi   vn  vw  ix    x
                       Region
                       6-8

-------
                    United States                        Office of Research and
                    Environmental Protection                Development
                    Agency                             Cincinnati. OH 45268
                     RREL   TREATABILITY   DATA  BASE

                    WHWTRD 1992 FACT SHEET                            ~"
Purpose

     To provide a thorough review of the effectiveness of proven treatment
technologies in the removal/destruction of chemicals in various types of media
including, but not limited to, municipal and industrial wastewater, drinking
water, groundwater, soil, debris, sludge, and sediment.


Users

     The database is distributed to federal, state and local  governments,
foreign governments, academe, industry, industrial trade associations,
environmental  groups, law firms, and engineering firms.  The  database has a
current mailing list of approximately 2,000.


Organization

     Version 4.0 of the Risk Reduction Engineering Laboratory Treatability
Data Base was released In February 1992 and contains 1166 chemical compounds
and over 9200 sets of treatability data.  The chemicals contained  ^n the
database are often those regulated under the Clean Water Act, Safe Drinking
Hater Act, Resource Conservation and Recovery Act, Toxic Substances Control
Act, Superfund Amendments and Reauthoriration Act, and other  environmental
laws enacted by Congress.  For each chemical, the database Includes:
physical/chemical properties, aqueous and solid treatabHUy  data, Freundlich
isotherm data, other environmental database information sources, and data
references including a reference abstract.  The physical/chemical  properties
included are those most routinely used, such as molecular weight,  boiling
point, melting point, etc.  The treatabiHty data summarize the treatment
technologies used to treat the specific chemical; the type of waste/wastewater
treated; the size of the study/plant; and the treatment efficiency achieved.
In addition, each data set is referenced to sources of information,
operational Information on process(es) sampled and quality-coded based upon
analytical methods and reported quality assurance.   )


Computer Requirements

     The database has been developed using "dBase III Plus* and compiled using
•Clipper" and will function without any specialized software.  It  is designed
to operate on an IBM or IBM compatible (MS DOS) personal computer  and Is menu
driven.  The database can be set to operate on a local area network system,
                                    6-9

-------
although 1t Is the user's responsibility to load and operate such a system.
The database has the following hard and software requirements:

     •  8 megabyte hard disk storage;
     •  640 K RAN memory;
     •  DOS Version 2.0 to 3.3; and
     •  12 pitch printer.


Distribution

     The database 1s currently available free of charge.  To receive a copy of
the database and to be placed on a mailing 11st for all.future updates, please
send a written request to:

             Glenn M. Shaul
             Water and Hazardous Haste Treatment Research Division
             Risk Reduction Engineering Laboratory
             United States Environmental Protection Agency
             26 West Martin Luther King Drive
             Cincinnati, Ohio  45268

or FAX your request to (513) 569-7787.  Please specify the type of program
diskette required for your computer (I.e., 3^' HD or 5fc" HD).

     Accurate tracking and distribution of the RREL TreatabHUy Data Base 1s
necessary for development of future versions of this valuable product.  It Is
recommended that all parties or Individuals using the database request a copy
through Glenn Shaul at the above address rather than loading the database from
s ,_-ii—„„._ —„.   -m.3. „.*,-! »,.!-. *.«..v **,<» ,,^f,f, />* +h«t database and ensure
all users recede ruture updates.

     Letters commenting on the utility and effectiveness of the database and
any suggestions for Improvements are welcomed and can be sent to Glenn Shaul
at the above address.


CONTACT:  Glenn N. Shaul (513/569-7408 or FTS 684-7408)
                                     6-10

-------
   iL Treatability Database                      Ver No. 4.0           04/16/92
                                      LEAD



CAS NO.:    7439-92-1

COMPOUND TYPE:   INORGANIC,ELEMENT

FORMULA:    PB
CHEMICAL AND PHYSICAL PROPERTIES                                  REF.
    MOLECULAR WEIGHT: 207.20                                      333A
    MELTING POINT (C): 327                                        333A
    BOILING POINT (C): 1740                                       333A
    VAPOR PRESSURE € T(C), TORR: 1 § 970                          333A
    SOLUBILITY IN WATER @ T(C), MG/L: INSOLUBLE                   333A
    LOG OCTANOL/WATER PARTITION COEFFICIENT:                      NA
    HENRY'S LAW CONSTANT, ATM X M3 MOLE-1:                        NA


ENVIRONMENTAL DATA                                                REF.
    CHRONIC NONCARCINOGENIC SYSTEMIC TOXICITY                     NA
    RISK ESTIMATES FOR CARCINOGENS                                NA
    DRINKING WATER HEALTH ADVISORIES/STANDARDS                    NA
    WATER QUALITY CRITERIA                                        34 5B
    AQUATIC TOXICITY DATABASE                                     5B

  FREUNDLICH ISOTHERM DATA


  FREUNDLICH ISOTHERM DATA NOT AVAILABLE AT THIS TIME  !
                                   6-11

-------
RREL Treatability Database
Ver. No. 4.0
04/16/9
                                 LEAD
CAS NO.
TECHNOLOGY

AS
ChPt
RO
RO
Seel
Sed
Sed
AL
AS
AS
ChPt
ChPt
ChPt
ChPt
Ciiuru { J3 } +
ChPt + Fil
ChPt + Fil
ChPt + Fil
ChPt+Fil
ChPt+Fil
ChPt+Fil
ChPt+Fil
Fil
PACT
Sed
,: 7439-92-1
INFLUENT
MATRIX

D
D
D
D
D
D
D
I
I
I
I
I
I
T
. IL I
(B) I
(B) I
(B) I
I
I
I
I
I
I
I








28
28
31
33
33
99
•*4
£•<*
'u
36
28
33
33
33
99
33
28
28
INFLUENT

TECHNOLOGY

ChPt
ChPt (B)
ChPt (B)


MATRIX

T
_L
S
S

33


CONCENTRATION
SIC SCALE
CODE
F28
P3
P4
P3
F5
F3
F24
Fil
P
F5
B36
B39
PI
v
i. j.j
B3
Bl
B2
B37
B38
B40
PI
P
P
P
CONCENTRATION

SIC SCALE
CODE
P
Bl
B2
- >1-10 mg/L
EFFLUENT
CONCENTRATION
( ug/L )
<59 (6)
<25
140 (8)
13 (7)
500 (2)
500 (1)
90 (6)
<500 (1)
650 (3)
<50 (1)
38 (1)
27 (1)
120
<-?in (tA)
j.f.v i j- /
22 (1)
68 (1)
20 (1)
3 (1)
3 (D
2 (1)
26
600
500 (3)
2,000 (3)
- >10-100 mg/L
EFFLUENT
CONCENTRATION
( ug/L )
1.800
<50 (1)
<50 (1)
PERCENT
REMOVAL
>95.1
>99.58
96.6
99.35
54
75
91.9
>68
68
>96.7
99.24
99.46
90
>R5
7O . J.
99.00
98.3
98.7
99.940
99.940
99.960
97.7
66
75
78


PERCENT
REMOVAL
97.1
>99.67
>99.67
REFERENCE

IB -S-
55E 	
18B 	
18B 	
35E -S-
3 IB 	
86B -S-
87B 	
1294B 	
3 IB 	
29B — $
29B — $
7E 	
89B — Sfl
87B — -^1
88E 	
88E 	
88E 	
29B — $
29B — $
29B — $
7E 	
53B — $
1294B 	
1294B 	


REFERENCE

53B — $
43E 	
43E 	
                               6-12

-------
RREL Treatability Database (Solids)
                     Ver No. 4.0
04/16/92
                                      LEAD
    CONCENTRATION
 Before        After
Removal    Scale   Ref.  Anal. Comments
    %                    Meth.
SLUDGE
      SOLVENT EXTRACTION
130 mg/kg
130 mg/kg
130 mg/kg
130 mg/kg
160 mg/kg
160 mg/kg
160 mg/kg
29 gm/kg
36 gm/kg
130 mg/kg
130 mg/kg
130 mg/kg
130 mg/kg
160 mg/kg
160 mg/kg
160 mg/kg
| 9 gm/kg
^6 gm/kg
29 gm/kg
29 gm/kg
29 gm/kg
130 mg/kg
130 mg/kg
160 mg/kg
160 mg/kg
160 mg/kg
29 gm/kg
36 gm/kg
46 (1) mg/kg
38 (1) mg/kg
30 (1) mg/kg
29 (1) mg/kg
69 (1) mg/kg
68 (1) mg/kg
63 (1) mg/kg
9.2 (1) gm/kg
7.7 (1) gm/kg
100 (1) mg/kg
100 (1) mg/kg
61 (1) mg/kg
100 (1) mg/kg
95 (1) mg/kg
93 (1) mg/kg
90 (1) mg/kg
5.3 (1) gm/kg
6.9 (1) gm/kg
5.4 (1) gm/kg
4.7 (1) gm/kg
4.7 (1) gm/kg
63 (1) mg/kg
83 (1) mg/kg
100 (1) mg/kg
100 (1) mg/kg
110 (1) mg/kg
9.4 (1) gm/kg
10 (1) gm/kg
65
71
77
78
57
58
61
68
79
23
23
53
23
41
42
44
82
81
81
84
84
52
36
38
38
31
68
72
B1(B)
B10(B)
Bll(B)
B12(B)
B13(B)
B14(B)
B15(B)
B16(B)
B17(B)
B18(B)
B19(B)
B2(B)
B20(B)
B21(B)
B22(B)
B23(B)
B24(B)
B25(B)
B26(B)
B27(B)
B28(B)
B3(B)
B4(B)
B5(B)
B6(B)
B7(B)
B8(B)
B9(B)
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
2010A-
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
TCA
pH 1.5 (H2S04), 4 H
EDTA, 0.5 X Sto., 4
EDTA, 1 X Sto. , 4 H
EDTA, 2 X Sto., 4 H
EDTA, 0.5 X Sto. , 4
EDTA, 1 X Sto., 4 H
EDTA, 2 X Sto., 4 H
EDTA, 1 X Sto. , 4 H
EDTA 1 X Sto. , 4 HR
NTA, 0.5 X Sto., 4
NT A, 1 X Sto. , 4 HR
pH 2 (H2SO4), 4 HR.
NTA, 2 X Sto. , 4 HR
NTA, 0.5 X Sto., 4
NTA, 1 X Sto., 4 HR
NTA, 2 X Sto. , 4 HR
. NTA, 1 X Sto. . 4 HR
NTA, 1 X Sto. . 4 HR
pH 1.5, 3-STAGE, 3
EDTA (IX) 3-STAGE,
NTA (IX) 3-STAGE, 3
pH 3 (H2S04), 4 HR.
pH 4 (H2SO4), 4 HR.
pH 1.5 (H2S04), 4 H
pH 2 (H2S04), 4 HR.
pH 3 (H2S04), 4 HR.
pH 1.5 (H2S04), 4 H
pH 1 . 5 ( H2S04 ) , 4 H
                                       6-13

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NOTES:
          ECONOMIC ACHIEVABILITY PROTOCOL

          Definition

               "Economically achievable" for the purpose of this protocol
               means that the cost of the pollution control device will not
               cause the plant to shut down

          Purpose
               To determine if a particular pollution control device is
               economically achievable
          Scope
               Applicable to "best professional judgments" about BAT
               Typically requires use of "economic specialist"
                                    6-14

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                              PRACTICAL EXERCISE

                      Best Professional Judgement (BPJ)


GIVEN;      (a)   NPDES Application  Forms 1  and 2C  from Luster  Glass,  Inc.
            (b)   40 CFR Part 426 - Glass Manufacturing Point Source Category
            (c)   40 CFR Part 423 - Steam Electric Power Generating Point Source
                  Category
            (d)   Selected NPDES permit abstracts

REQUIREMENT;      Set a technology-based limit for zinc which is present in the
                  cooling tower blowdown using your BPJ.

QUESTIONS;

(1)   Does  40  CFR Part  426  -  Glass  Manufacturing Point  Source  Category
      regulations set an effluent limitation for zinc? 	

(2)   Looking for reference limits for zinc in cooling tower blowdown, does 40
      CFR Part  423 -  Steam Electric  Power  Generating Point  Source Category
      effluent guidelines, contain effluent limitations for zinc?  	
      If so, what are they?  	;	

(3)   Looking for reference limits for zinc in cooling tower blowdown, do other
      NPDES permits  contain effluent limitations  for zinc?  (HINT: Use  the
      Keyword Index in the EPA  NPDES  Industrial Permit Abstracts; only refer to
      facilities  in  Illinois   (i.e.,   permit  numbers   beginning  with  IL)
      discharging cooling water blowdown).
      If so, which permit(s) and what limit(s) are used?
(4)   What  other  resources  could be  considered  in setting  a  BPJ effluent
      limitation? 	
(5)   Using the information you have been given, what effluent limitation could
      be used as a basis for setting a limitation for zinc using BPJ?	\
(6)   Should you establish concentration or mass limits for zinc at Outfall 001?
      Why?
(7)   At what  alternative  location(s)  could  zinc limits  be applied  in the
      permit?
                                        6-15

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6-16

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Environmental Protection Agency
                               §423.10
 [Metric units (kg/kkg of product): English units (lb/1.000 Ib
                ol product)]
Effluent characteristic
Total phosphorus (as P) 	
Fluoride (as F) 	

Effluent (imitations
Maximum
for any 1
day
0.56
.21
Average of dairy
values for 30
consecutive days
shall not
exceed—
0.28
.11
                                           CMetnc units (kg/kkg of product); English units (lb/1.000 Ib
                                                          of product)]
[44 FR 50744. Aug. 29. 1979]

§ 422.64  [Reserved]

§422.65  Standards  of  performance  for
    new sources.

  The following limitations  establish
the quantity or quality of pollutants
or  pollutant properties, controlled by
this section, which may be discharged
by  a point source subject to the provi-
sions of this subpart after application
of  the standards of performance  for
new sources:
 [Metric units (kg/kkg of product): English units (to/1.000 to
                of product)]


TSS
Total phosphorus (as P) 	
Fluoride (as F) 	
pH

Effluent imitations
Maximum
for any 1
day
0.35
.56
.21
(•)
Average of darty
values for 30
consecutive days
shall not
exceed
0.18
26
.11
(«)
  1 Within the range 6.0 to 9.5.


§422.66  [Reserved]

§422.67  Effluent  limitations   guidelines
    representing the  degree of effluent re-
    duction attainable by the application of
    the best conventional pollutant control
    technology.

  Except  as  provided  in   51125.30
through  125.32.  the following limita-
tions establish the quantity or quality
of pollutants  or pollutant properties,
controlled by  this  section, which may
be discharged by a point source sub-
ject to the  provisions of this subpart
after application of the best conven-
tional pollutant control technology:

Effluent characteristic
TSS 	
pH 	 „ 	

Effluent k
Maximum for
any 1 day
035
(')

nutations
Average of
dariy values
for 30
consecutive
days snail not
exceed—
0 18
( ')

  • Within the range 6.0 to 9.5.

[51 FR 25000. July 9. 1986]


PART  423—STEAM ELECTRIC  POWER
   GENERATING POINT SOURCE CAT-
   EGORY

Sec.
423.10  Applicability.
423.11  Specialized definitions.
423.12  Effluent limitations guidelines rep-
   resenting the  degree of effluent reduc-
   tion attainable by the application of the
   best practicable control technology cur-
   rently available (BFT).
423.13  Effluent limitations guidelines rep-
   resenting the  degree of effluent reduc-
   tion attainable by the application of the
   best available technology economically
   achievable (BAT).
423.14  Effluent limitations guidelines rep-
   resenting the  degree of effluent reduc-
   tion attainable by the application of the
   best  conventional  pollutant  control
   technology (BCT). [Reserved]
423.15  New source performance standards
   (NSPS).
423.16  Pretreatment standards for existing
   sources (PSES).
423.17  Pretreatment  standards  for  new
   sources (PSNS).
APPENDIX A—126 PRIORITY POLLUTANTS

  AUTHORITY: Sees. 301; 304(b). (c). (e).  and
(g); 306(b)  and  (c): 307(b) and  (c); and 501.
Clean Water Act  (Federal Water Pollution
Control Act Amendments of 1972, as amend-
ed by Clean Water Act of 1977) (the "Act":
33 U.S.C.  1311; 1314(b). (c). (e). and  (g);
1316(b) and (c); 1317(b) and (c); and 1361: 86
Stat. 816. Pub. L. 92-500; 91 Stat. 1567. Pub.
L. 95-217).
  SOURCE 47 FR 52304; Nov. 19. 1982. unless
otherwise noted.

§423.10  Applicability.

  The provisions of this part are appli-
cable to discharges resulting from  the
operation of  a  generating  unit by an
   40-149  O—90	24
                                     6-17

-------
§423.11

establishment primarily  engaged  in
the generation of electricity for distri-
bution and sale which results primari-
ly from a process utilizing fossil-type
fuel (coal. oil. or gas) or nuclear fuel in
conjunction with a thermal cycle em-
ploying the steam water system as the
thermodynamic medium.

§ 423.11  Specialized definition*.
  In addition to the definitions  set
forth in 40 CPR Part 401. the follow-
ing definitions apply to this part:
  (a)  The  term "total  residual chlo-
rine" (or  total residual oxidants  for
intake water  with  bromides)  means
the value obtained using the ampero-
metric method for total residual chlo-
rine described in 40 CFR Part 136.
  (b)  The term  "low  volume waste
sources" means, taken collectively as if
from  one  source, wastewater from all
sources except those for which specific
limitations are otherwise established
in  this  part. Low volume  wastes
sources include, but are  not limited to:
wastewaters from wet scrubber air pol-
lution control systems,  ion exchange
water treatment  system,  water treat-
ment evaporator blowdown, laboratory
and sampling streams, boiler blow-

cleaning  wastes,  and   recircuiating
house service water systems. Sanitary
and air conditioning wastes are not in-
cluded.
  (c) The  term "chemical metal clean-
ing waste" means any wastewater re-
sulting from the cleaning of any metal
process equipment with chemical com-
pounds, including,  but not limited  to,
boiler tube cleaning.
  (d)  The term "metal cleaning waste"
means any wastewater  resulting from
cleaning  [with  or  without chemical
cleaning compounds] any metal proc-
ess equipment including, but not limit-
ed to, boiler tube cleaning, boiler fire-
side cleaning, and air preheater clean-
ing.
  (e)  The term "fly ash" means the
ash that is carried out  of the furnace
by the gas stream and collected by me-
chanical   precipitatcrs,  electrostatic
precipitators.  and/or  fabric  filters.
Economizer ash is  included when it is
collected with fly ash.
  (f)  The term "bottom ash" means
the ash that drops out  of the furnace
         40 CFR Ch. I (7.L90 Edition)

gas stream in the furnace and in the
economizer sections. Economizer ash is
included when  it  is  collected with
bottom ash.
  (g) The term "once through cooling
water" means water  passed through
the main cooling condensers in one or
two passes for the  purpose of remov-
ing waste heat.
  (h)  The term "recirculated cooling
water" means water which is  passed
through  the main condensers for the
purpose  of  removing  waste  heat,
passed through a  cooling device for
the purpose of removing such heat
from the water and then passed again.
except  for  blowdown,  through the
main condenser.
  (i) The term "10 year,  24/hour rain-
fall event" means a rainfall event with
a probable recurrence interval of once
in ten years as defined by the National
Weather Service in Technical Paper
No. 40.  "Rainfall Frequency Atlas of
the United States," May  1961 or equiv-
alent  regional rainfall probability in-
formation developed therefrom,
  (j) The term "blowdown" means the
minimum discharge  of  recirculating
water for the purpose of discharging
materials contained in the water, the
i^-     	^ yf  which would cause
concentration in amounts  exceeding
limits established by  best engineering
practices.
  (k)  The term "average concentra-
tion"  as it relates to chlorine discharge
means the  average of analyses made
over a single period of chlorine release
which does not exceed two hours.
  (1)  The term "free available chlo-
rine"  shall mean the value obtained
using   the  amperometric  titration
method  for free available chlorine de-
scribed  in "Standard Methods  for the
Examination     of   Water    and
Wastewater." page  112 (13th edition).
  (m)  The  term "coal  pile  runoff"
means  the  rainfall  runoff from  or
through any coal storage pile.

§423.12   Effluent  limitations  guidelines
    representing the  degree of effluent re-
    duction attainable by the application of
    the best practicable control technology
    currently available (BPT).
  (a)  In establishing the limitations
set forth in this section.  EPA took
                          6-18

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Environmental Protection Agency

account all information it was able to
collect, develop and solicit with re-
spect to  factors (such as age  and size
of plant, utilization of facilities,  raw
materials,  manufacturing  processes.
non-water quality environmental im-
pacts, control and treatment technolo-
gy available, energy  requirements and
costs) which can affect the  industry
subcategorization and effluent  levels
established.  It  is.  however,  possible
that  data which would affect  these
limitations  have not been  available
and,  as  a  result,   these  limitations
should be adjusted for certain plants
in this  industry.  An individual  dis-
charger  or   other  interested person
may submit evidence to the Regional
Administrator (or to the State,  if the
State  has  the  authority  to  issue
NPDES permits) that factors relating
to the equipment or  facilities involved.
the process applied, or other such fac-
tors related to such discharger  are
fundamentally different from the fac-
tors considered  in the establishment
of the guidelines. On the basis of such
evidence or  other available informa-
tion,  the Regional Administrator (or
the State) will make a written finding
that such factors are or are not funda-
mentally  different  for  that facility
compared to those specified in the De-
velopment Document. If such funda-
mentally different factors are found to
exist, the Regional  Administrator or
the State shall  establish for the dis-
charger  effluent  limitations in  the
NPDES  Permit either more or  less
stringent than the  limitations  estab-
lished herein, to the  extent  dictated
by such  fundamentally different  fac-
tors.  Such  limitations must be  ap-
proved by the Administrator of  the
Environmental  Protection   Agency.
The Administrator  may  approve or
disapprove  such limitations, specify
other limitations, or initiate  proceed-
ings to revise these regulations. The
phrase "other such factors" appearing
above may include significant cost dif-
ferentials. In no event may a discharg-
er's impact on receiving water quality
be considered as a factor under  this
paragraph.
  (b) Any existing point source subject
to this subpart must achieve the fol-
lowing effluent  limitations represent-
ing the degree of effluent reduction by
                           § 423.12

the application of the best practicable
                  currently available
  (1) The pH of all discharges excent
once through cooling water, shall be
within the range of 6.0-9.0.
  (2) There shall  be no discharge of
polychlorinated biphenyl compounds
such  as  those commonly  used  for
transformer fluid.
  (3) The quantity of pollutants dis-
charged   from  low  volume  waste
sources shall not exceed the quantity
determined by multiplying the flow of
low volume waste sources  times the
concentration Used  in  the following
table:


TSS
Oil and JTMM 	 	 	
BPT affluent feniUtxxw
Maximum
for any 1
day (mg/l)
100.0
20.0
Avenge of
Maty value*
for 30
consecutive
days Shan
not •xcotd
(mg/l)
30.0
15.0
  (4) The quantity of pollutants dis-
charged  in  fly  ash and  bottom ash
transport water shall not exceed the
quantity determined by  multiplying
the .flow of fly ash and  bottom ash
transport water times the concentra-
tion listed in the following table:


TSS 	

BPT effluent limitations
Maximum
for any 1
day (mg/l)
100.0
20.0
Average of
daily value*
tor 30
consecutive
days snaR
not •xottO;
(mg/I)
30.0
15.0
  (5) The quantity of pollutants  dis-
charged in metal cleaning wastes shall
not exceed the quantity determined by
multiplying the flow of metal cleaning
                          6-19

-------
§423.12

wastes times the concentration listed
In the following table:
Pollutam or pollutant property
TSS 	 _
Oil and fjreaefti i 	 .• 	 TI .in. 	

BPT effluent Imttationt
Maximum
tor any 1
day (mg/l)
100.0
20.0
1.0
1.0
Average of
daily values
tor 30
coneWdjtiv0

-------
Environmental Protection Agency
                            § 423.13
6423.13  Effluent  limitations  guidelines
   representing  the degree of effluent re-
   duction attainable by the application of
   the best available technology economi-
   cally achievable (BAT).
  Except as provided in 40 CFR 125.30
through  125.32,  any  existing  point
source  subject to  this part  must
achieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable by the  appli-
cation of the best available technology
economically achievable (BAT).
  (a) There shall  be  no discharge  of
polychlorinated biphenyl compounds
such as  those commonly  used for
transformer fluid.
  (b)(l) For  any  plant  with  a total
rated electric generating capacity of 25
or more megawatts,  the quantity  of
pollutants discharged in once through
cooling water  from  each  discharge
point shall not exceed the quantity de-
termined  by multiplying the  flow  of
once through cooling water from each
discharge point times the concentra-
tion  listed in the following table:



Total residual chlorine .„ 	 	

BAT Effluent Lunftttions
.
M&xirnuJit concent? AtkHi
(mg/l)
0.20

  (2) Total residual chlorine may not
be discharged from any single generat-
ing unit for more than two hours per
day  unless  the  discharger  demon-
strates  to the  permitting authority
that discharge  for  more  than  two
hours  is  required for macroinverte-
brate control. Simultaneous multi-unit
chlorination is permitted.
  (c)(l) For  any  plant with a  total
rated generating capacity of less than
25 megawatts, the quantity of pollut-
ants discharged in once through cool-
ing water shall not exceed the quanti-
ty determined by multiplying the flow
of once through cooling water sources
times the concentration listed in the
following table:
Pollutant or pollutant property
Free available chlorine

BAT effluent kmitation*
Maximum
concenm-
ton (mg/l)
0.5
Average
concefiue-
boo (mg/l)
0.2
  (2)  Neither free  available chlorine
nor total residual chlorine may be dis-
charged from any unit for more than
two  hours in any  one day and not
more than one unit in any plant may
discharge free available or total resid-
ual chlorine at any one  time unless
the utility can demonstrate to the Re-
gional Administrator or State, if the
State has NPDES  permit  issuing au-
thority, that the units in a particular
location  cannot operate at or  below
this level of chlorination.
  (d)(l) The quantity of pollutants dis-
charged  in cooling tower  blowdown
shall not exceed the quantity  deter-
mined by multiplying the flow of cool-
ing tower blowdown times the concen-
tration listed below:
X
_,."
PoOutwit or Doth/hint property
^_ — "TJiiitflfilfi j'HiLruiim

BATeffluen
Maximum
concentra*
toon (mg/l)
0.5

t limitation*
Average
concentra*
ton (mg/I)
07

Pollutant or pollutant property
The 126 priority pollutants (Ap-
pendbc A) contained tf\ cnemt*
cats added for cooling tower
maintenance* except
Zinc, total 	 	
Maximum
for any 1
day -
-------
§423.14
         40 CFR Ch. I (7-1-90 Edition)
ual chlorine at any one time  unless
the utility can demonstrate to the Re-
gional Administrator or State,  If the
State has NPDES permit issuing au-
thority, that the units in a particular
location  cannot operate  at or below
this level of chlorination.
  (3) At the permitting authority's dis-
cretion, .instead  of the  monitoring
specified in 40 CFR 122.1Kb) compli-
ance with the limitations for the 126
priority pollutants in paragraph (dXl)
of this section may be determined by
engineering calculations which demon-
strate that the  regulated  pollutants
are not  detectable  in the  final dis-
charge by the analytical methods in 40
CFR Part 136.
  (e)  The quantity  of pollutants dis-
charged  in chemical  metal  cleaning
wastes shall not exceed the quantity
determined by multiplying the flow of
chemical metal  cleaning wastes times
the concentration listed in the follow-
ing table:


Copper
total .' 	
toon, total —
Maximum
for any 1
day(mg/l)
1.0
1.0
Average of
daily values
for 30
consecutive
days shall
not exceed
-(mg/l)
1.0
1.0
  (f)  [Reserved—Nonchemical  Metal
Cleaning Wastes].
  (g) At the permitting authority's dis-
cretion, the quantity of pollutant al-
lowed  to be  discharged may be ex-
pressed as a  concentration limitation
instead of the mass  based limitations
specified in paragraphs (b) through (e)
of this section. Concentration limita-
tions  shall be those  concentrations
specified in this section.
  (h) In the event that waste streams
from various sources are combined for
treatment or  discharge, the  quantity
of each pollutant or  pollutant proper-
ty  controlled   in  paragraphs  (a)
through (g) of this section attributa-
ble to  each  controlled  waste  source
shall not exceed the specified limita-
tion for that waste source.

(The information collection requirements
contained in paragraphs (cX2) and  (d)(2>
were approved by the Office of Manage-
ment and Budget  under control number
2040-0040. The information collection re-
quirements contained in paragraph  (d)(3)
were approved under control number 2040-
0033.)
[47 PR 52304. Nov. 19. 1982. as amended at
48 PR 31404. July 8. 1983]

§423.14  Effluent  limitations  guidelines
   representing the degree of effluent re-
   duction attainable by the application of
   the best conventional pollutant control
   technology (BCT). [Reserved]

9423.15  New source performance stand-
   ards (NSPS).

  Any new source subject to this sub-
part must achieve the following new
source performance standards:
  (a) The pH of all discharges, except
once through cooling water,  shall be
within the range of 6.0-9.0.
  (b) There shall be no discharge of
polychlorinated biphenyl  compounds
w~»»*  uo  viiose commonly  used for
transformer fluid.
  (c) The quantity of  pollutants dis-
charged  from   low  volume  waste
sources shall not exceed the  quantity
determined by multiplying the flow of
low volume waste sources times the
concentration listed in  the  following
table:

Pollutant or pollutant property
TSS 	 	 	 	
Ofl Vld 9993*9— .tim. ...... .............i.
NSPSeffluei
Maximum
for any 1
day 
-------
Environmental Protection Agency

the concentration listed in the follow-
ing table:
                           §423.15
PoOutvit or pottutaWt property
TSS _._ 	

Gopptr total 	 , 	
Iron total

NSPS effluent hmitaliont
Maximum
tor any 1
day(mg/l)
100.0
20.0
1.0
1.0
Average of
daily value*
for 30
conaecutK*
daytahall
not exceed
(mg/0
30.0
15.0
1.0
1.0
  (e)  [Reserved—Nonchemical Metal
Cleaning Wastes].
  (f) The quantity of pollutants dis-
charged in bottom ash transport water
shall  not exceed the quantity deter-
mined by multiplying the flow of the
bottom ash transport water times the
concentration listed in the following
table:
PoOutant or pollutant property
T$S 	


NSPS effluent fcrttatom
Maximum
tor any 1
day (mg/0
100.0
20.0
Avarag* of
dairy value*
tor 30
conaecutive
daysshaM
not exceed
(mg/0
30.0
15.0
  (g) There shall  be no discharge of
wastewater  pollutants  from  fly  ash
transport water.
  (h)(l) For any  plant with a total
rated electric generating capacity of 25
or more megawatts,  the quantity of
pollutants discharged in once through
cooling water  from each  discharge
point shall not exceed the quantity de-
termined by multiplying the flow of
once through cooling water from each
discharge point times the concentra-
tion listed in the following table:
PoQutant Of poMutant property
Total raaidui) chtorin* 	
NSPS «*»„«
•nwaiiwn
M**n*jm oono«n»tton
(mg/o
0.20
  (2) Total residual chlorine may not
be discharged from any single generat-
ing unit for more than two hours per
day  unless the discharger  demon-
strates to  the  permitting  authority
that discharge  for  more  than two
hours  is required for  macroinverte-
brate control. Simultaneous multi-unit
chlorination is permitted.
  (i)(l) For any plant with  a total
rated generating capacity of less than
25 megawatts, the quantity of pollut-
ants discharged  in once through cool-
ing water shall not exceed the quanti-
ty determined by multiplying the flow
of once through cooling water sources
times the concentration listed in the
following table:
PoNutaWit of poMutaVit property
/


NSPS effluent •vrtitAttont
Mttdmum
conoenttfe-
ton (mo/0
0.5
Average
conoenfrar
ton (mo/I)
0.2
  (2)  Neither free  available chlorine
nor total residual chlorine may be dis-
charged from any unit for more than
two  hours in any one day and not
more than one unit in any plant may
discharge free available or total resid-
ual chlorine at any one  time unless
the utility can demonstrate to the Re-
gional Administrator or State, if the
State has NPDES  permit  issuing au-
thority, that the units in a particular
location  cannot operate at or  below
this level of chlorination.
  (J)(l) The quantity of pollutants dis-
charged  in cooling tower  blowdown
shall not exceed the  quantity  deter-
mined by multiplying the flow of cool-
ing tower blowdown times the concen-
tration listed below:
                            6-23

-------
§423.16
         40 CFR Ch. I (7-1-90 Edition)
PoRutant or poNuttnt property
Free avalable chlorine 	
NSPS effluent KmftaborM
Maximum
concentra-
tion (mg/l)
0.5
Average
concentia-
tion (mg/l)
0.2
PoUutant or pottutarrt property
The 126
*•>•!-! rinr
pvnoDi
cats m

Cfafoni
priority pollutants (Ap-
A) uuiitajned in cnenv*
Ued for cooling tower
nance, except

Zinc, total 	


Maximum
for any 1
day (mg/l)




0)
0.2
: 1.0
Average of
dairy values
for 30
consecutive
days shad
-(mg/l)



C)
0.2
1.0
 > No detectable amount

  (2)  Neither free available  chlorine
nor total residual chlorine may be dis-
charged from any unit for more than
two  hours in any one day  and not
more than one unit in any plant may
discharge free available or total resid-
ual chlorine at any one  time unless
gional Administrator or State, if the
State has NPDES permit issuing au-
thority, that the units in a particular
location  cannot operate  at  or below
this level of chlorination.
  (3) At the permitting authority's dis-
cretion,  instead of the monitoring  in
40 CFR 122.1Kb). compliance with the
limitations for the 126 priority pollut-
ants in paragraph (j)(l) of this section
may be determined by engineering cal-
culations which demonstrate that the
regulated pollutants are not detectable
in the final discharge by the analytical
methods in 40 CFR Part 136.
  (k)  Subject  to  the provisions  of
§ 423.15(1). the quantity or quality  of
pollutants or pollutant parameters dis-
charged  in  coal pile runoff shall not
exceed the limitations specified below:
PoUutant or pollutant property
TSS 	 	 	

NSPS
Not to

effluent limitations
for anytime


  (1) Any untreated overflow from fa-
cilities designed, constructed, and op-
erated to treat the coal pile runoff
which results from a  10 year. 24 hour
rainfall event shall hot be  subject to
the limitations in § 423.15(k).
  (m) At  the  permitting  authority's
discretion,  the quantity of pollutant
allowed to be discharged may be ex-
pressed as a concentration limitation
instead  of  the mass  based limitation
specified in paragraphs (c) through (j)
of this  section. Concentration limits
shall be based on the concentrations
specified in this section.
  (n) In the event that waste streams
from various sources are combined for
treatment or discharge, the quantity
of each pollutant or pollutant proper-
ty   controlled  in   paragraphs   (a)
through (m) of this section attributa-
ble  to each controlled  waste source
shall not exceed the specified limita-
tion for that waste source.

(The  information collection requirements
contained in  paragraphs (h)(2). (1X2). and
(JX2) were approved by the Office of Man-
agement and Budget under control number
2040-0040.  The information collection re-
miir<»m*>nt.s cnntatned in paragraph (j)(3)
~=rc ^?z;~:~- -_..:cr control number 2040-
0033.)
[47 PR 52304, Nov. 19. 1982. as amended at
48 PR 31404. July 8. 1983]

§ 423.16  Pretreatment standards for exist-
    ing sources (PSES).
  Except as provided in 40  CFR 403.7
and 403.13. any existing source subject
to this  subpart which introduces pol-
lutants into a publicly owned treat-
ment works must comply with 40 CFR
Part 403  and achieve the  following
pretreatment standards  for  -existing
sources (PSES) by July 1. 1984:
  (a) There  shall be no  discharge  of
polychlorinated biphenol compounds
such as those  used for transformer
fluid.
  (b) The  pollutants  discharged  in
chemical  metal cleaning wastes shall
not exceed  the concentration listed in
the following table:
                            6-24

-------
Environmental Protection Agency
                                Port 423, App. A


Copper total 	

PSES pretreatment
standards
Maximum for 1 day
(mg/l)
1.0

  (c)   [Reserved—Nonchemical  Metal
Cleaning Wastes].
  (d)(l)  The  pollutants discharged in
cooling  tower  blowdown  shall   not
exceed the concentration listed in  the
following table:


Copper total ..

PSNS pretreatment
standards
Maximum for 1 day
(mg/l)
1 0

             (c)  [Reserved—Nonchemical  Metal
           Cleaning Wastes].
             (dXl)  The pollutants discharged  in
           cooling  tower  blowdown  shall  not
           exceed the concentration listed in the
           following table:
  Pollutant or pollutant property
The 126 priority pollutants (Ap-
  pendn A) containerl in chenv-
  cab added for cooling tower
  maintenance, except

   Zinc, total	
                        PSES pretreatment
                           standards
                       Maximum for any time
                            (mg/l)
0.2
1.0
  1 No detectable amount

  (2) At the permitting authority's dis-
cretion, instead of  the monitoring  in
40 CFR 122.11
-------
 Port 423, App. A
         40 CFft Ch. I (7.L90 Edition)
 016 Chloroethane
 018 Bis(2-chloroethyl) ether
 019 2-cbloroethyl vinyl ether (mixed)
 020 2-chloronaphthalene
 021 2.4. 6-trlchlorophenol
 022 Parachlorometa cresol
 023 Chloroform (tiichloromethane)
 024 2-chlorophenol
 025 1.2-dlchlorobenzene
 026 1.3-dichlorobenzene
 027 1.4-dlchlorobenzene
 028 3.3-dlchlorobenzldine
 029 1.1-dichloroethylene
 030 1,2-trans-dichloroethylene
 031 2,4-dIchlorophenol
 032 1.2-dichloropropane
 033 1.2-dichloropropylene (1.3-dlchloropro-
   pene)
 034 2.4-dimethylphenbl
 035 2.4-dinitrotoluene
 036 2.6-dlnltrotoluene
 037 1.2-dlphenylhydrazine
 038 Ethylbenzene
 039 Pluoranthene
 040 4-chlorophenyl phenyl ether
 041 4-bromophenyl phenyl ether
 042 Bis(2-chloroisppropyl) ether
 043 Bis(2-chloroethoxy) methane
 044 Methylene chloride (dlchloromethane)
 045 Methyl chloride (dlchloromethane)
 046 Methyl bromide (bromomethane)
 047 Bromoform (tribromomethane)
 048 Dichlorobromomethane
• 051 Chlorodlbromomethane

 053 Hexachloremyeiopentaxuene
 054 Isophorone
 055 Naphthalene
 056 Nitrobenzene
 057 2-nitrophenol
 058 4-nltrophenol
 059 2,4-dlnltrophenql
 060 4.6-dinltro-o-cresol
 061 N-nltrosodimethylamlne
 062 N-nltrosodiphenylamlne
 063 N-nltrosodl-n-propylamln
 064 Pentachlorophenol
 065 Phenol
 066 Bls(2-ethylhexyl> phthalate
 067 Butyl benzyl phthalate
 068 Dl-N-Butyl Phthalate
 069 Dl-n-octyl phthalate
 070 Dlethyl Phthalate
 071 Dimethyl phthalate
 072  1.2-benzanthracene  (benzo(a) anthra-
   cene
 073 Benzo(a)pyrene (3.4-benzo-pyrene)
 074 3.4-Benzofluoranthene  
-------
WATER QUALITY STANDARDS
    AND MODELING

-------
                   LEARNING OBJECTIVES




         Water quality standards



         Beneficial uses



         Water quality criteria



         Antidegradation policy
                WATER QUALITY STANDARDS




         A water quality standard defines the water quality goals of



     a water body, or portion thereof, by designating the use or uses to be



     made of the water and bv setting criteria necessary to protect the uses.



     (40 CFR Part 131)
NOTES:
                                 7-1

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                      ESTABLISHMENT OF
                WATER QUALITY STANDARDS

          AH "waters of the U.S." have water quality standards

          Water quality standards are adopted for each waterbody in a State

               Segments of waterbodies

          States are responsible for establishing water quality standards

               Revised every 3 years
               EPA has oversight
                       BENEFICIAL USES

          Common uses

               Public water supply
               Fish and wildlife propagation
               Recreation
                    Primary
                    Secondary
               Agricultural
               Industrial
               Navigation

          Outstanding national resources water

               National and State parks
               Wildlife refuge
               Ecologically unique water that need additional protection
               or are of special significance (i.e., swamps, hotsprings, etc.)
NOTES:
                                  7-2

-------
             STATE WATER QUALITY CRITERIA

         Numeric criteria

              Concentrations of chemicals

         Narrative criteria

              "Free from..."
              EPA WATER QUALITY CRITERIA

         Scientifically derived ambient limits that are developed by EPA
         for various pollutants of concern

                       1968      Green

                       1973      Blue

                       1976      Red

                       1980      Toxics

                       1986      Gold

         EPA develops 304(a) criteria goldbook
NOTES:
                               7-3

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                   ANTIDEGRADATION PLANS

          Ensures that once a use is achieved it will be maintained

          Each State is required to adopt an antidegradation policy and
          method of implementation

          EPA reviews State antidegradation plans

          Antidegradation plans are designed to minimize adverse
          effects of economic growth and development
   COMPONENTS OF THE ANTIDEGRADATION POLICY

     •    Level of quality necessary to protect the existing uses of a
          water segment

     •    Protection of actual water quality where water quality exceeds
          levels necessary to protect fish and wildlife propagation and
          recreation on and in the water

     •    Special protection of waters designated as outstanding natural
          resource waters
NOTES:
                                    7-4

-------
                        BASIC CONCEPT
          Total Maximum Daily Load (TMDL) = Dilution x Criteria

          Waste Load Allocation (WLA) = Fraction of TMDL
                   COMPONENTS OF TMDL
                                          eserve Capacity
                                          (Safety Factor
                                   Other Loads
                               (Nonpoint Background)
NOTES:
                                 7-5

-------
           GENERAL MASS BALANCE FORMULA
                      QdCd + QsCs = QrCr
      Qs, Cs Upstream     Qd, Cd Discharge         Qr, Cr Downstream
     Qd = Waste discharge flow (mgd or cfs)

     Cd = Pollutant concentration in waste discharge (mg/1)

     Qs = Stream flow (mgd or cfs) above discharge point

     Cs = Background instream pollutant concentration (mg/1)
     V^r ^ on cam iiGW ~
     Cr = Instream pollutant concentration (mg/1) after complete mixing

     To determine pollutant concentration in the stream:
                     Cr_  OdCd  + OsCs
                               Qr
NOTES:
                                 7-6

-------
                     DILUTION FACTOR


         Mass balance



                        QrCr    =   QdCd   +  QsCs


                 (Receiving Stream) (Discharge)   (Upstream)
    •    Solve for Cr:
                           c    _  QdCd  + QsCs
                                        Qr
       .  IfCs = 0,then:
                           Cr   =  QdCd
                                    Qr
         Define Dilution Factor (DF) as Qr/Qd


         Therefore: Cr = Cd/DF
NOTES:
                              7-7

-------
                              EXAMPLE

           ABC, Inc. discharges treated wastewater from a zinc plating
     process. The only pollutant found in measurable amounts is zinc. What
     is the downstream receiving water concentration assuming zinc in the total
     form, complete mixing, and no settling or biological uptake?
                                                  ABC, Inc.
                     Qs = Upstream river flow    = 1.2 cfs
                     Qd = Discharge flow        = 0.31 cfs
                     Cs = Upstream river cone.   = 0.8 mg/I
                     Cd = Discharge concentration = 1.75 mg/1

                     Cr= CdOd + CsOs
                               Qr

                     Cr_ (1.75V0.31) + (0.8^1.2)
                                (OJ1+1.2)
                     Cr= 1.0 mg/1
NOTES:
                                     7-8

-------
        SPECIFIC CONSIDERATIONS IN THE WATER
               QUALITY MODELING PROCESS

         Conservative pollutants

              Mitigated by natural stream dilution
              Heavy metals

         Non-conservative pollutants

              Mitigated by natural stream dilution and biodegradation
              in the receiving stream
              BODS, ammonia, bacteria
                  EXAMPLE MODEL INPUTS

         Stream flow

         Wastewater flow

         Upstream concentration

         Effluent concentration

         Reaction rates

         Mixing zones
NOTES:
                              7-9

-------
DETERMINING THE NEED FOR AND
 DERIVATION OF WATER QUALITY-
        BASED LIMITS

-------
                   LEARNING OBJECTIVE

         Determining when water quality-based limits are needed

         Calculating water quality-based permit limits
       DEVELOPMENT OF EFFLUENT LIMITATIONS
                    FOR NPDES PERMITS
      Develop Water Quality-Based
             Limitations
 Develop Technology-Based
      Limitations
Effluent Guidelines
Best Professional Judgment
                        Compare Limitations
                       Apply the Most Stringent
NOTES:
                                8-1

-------
        PROTECTING WATER QUALITY STANDARDS

          Getting data to make a decision

               Permit application
               Ask (308 authority)
               Previous permit

          Deciding to set limits

               Follow 40 CFR §122.44(d)
               Options:  1) Set limit
                         2) Monitor and reopener
                         3) Monitor
     •    Setting limits


NOTES:
                                  8-2

-------
          USE OF WATER QUALITY-BASED LIMITS




          Water quality-based limitations are used when it has been



     determined that more stringent limits than technology-based effluent



     guidelines must be applied to a discharge in order to protect "designated



     use" of the receiving waters. (40 CFR §122.44(d)(l))
               WATER QUALITY-BASED LIMITS




          Limitations must control all pollutants which will cause, have the



     reasonable potential to cause, or contribute to an excursion above any



     State water quality standard. (40 CFR §122.44(d)(l)(i)>
NOTES:
                                8-3

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                WATER QUALITY-BASED LIMITS

     Limits must consider (40 CFR §122.44(d)(ii)):

     •     Effluent variability

     •     Existing controls on point and non point sources

     •     The sensitivity of species to toxicity testing

     •     Where appropriate, the dilution of the effluent
               WATER QUALITY-BASED LIMITS
                       NUMERIC CRITERIA

          If it is determined that a discharge causes, has the reasonable
                                               /
     potential to cause, or contributes to an in-stream excursion above the

     allowable ambient concentration of a State numeric criteria within a

     State water quality standard for:

          •    An individual pollutant, then the permit must contain
               effluent limits for that pollutant.
               (40 CFR§122.44(d)(l)(iii))

          •    Whole effluent toxicity, then the permit must contain effluent
               limits for whole effluent toxicity.
               (40 CFR §122.44(d)(l)(iv))
NOTES:
                                   8-4

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               WATER QUALITY-BASED LIMITS
                    NARRATIVE CRITERIA

          If it is determined that a discharge causes, has the
          reasonable potential to cause, or contributes to an in-stream
          excursion above a narrative criterion, the permit must contain
          effluent limits for whole effluent toxicity. (40 CFR §122.44(d)(l)(v))
               WATER QUALITY-BASED LIMITS
                    NARRATIVE CRITERIA

          Where a State has not established a water quality criterion
          for a specific pollutant

               Use numeric water quality criterion derived from proposed
               State criterion or State policy or regulations, supplemented
               as appropriate

               Use EPA's water quality criteria published under
               Section 307(a) of the CWA, supplemented as appropriate

               Use an indicator parameter for the pollutant of concern
               (40 CFR §122.44(d)(l)(vi))
NOTES:
                                 8-5

-------
                   DETERMINING THE NEED

     Solve for Cr for both acute and chronic values
                              C dQd + CsQs
                                    Qr
                              1Q10

                              7Q10

     If Cr > State WQ standard, then need to establish a WQ limit.

     If Cr < State WQ standard, then no need to establish a WQ limit.

     *If Cr = State WQ standards or is slightly below must consider variability
     of data in determining the need for WQ limit
NOTES:
                                 8-6

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                            EXAMPLE



                          Cd(chronie)=1.2mg/l





         Compare acute and chronic values for Cd
                          1.2 mg/1 <1.75 mg/1




          Choose 1.2 mg/1 as maximum daily limit
NOTES:
                               o
                                -7

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                               EXAMPLE

           ABC, Inc. discharges treated wastewater from a zinc plating
     process.  The only pollutant found in measurable amounts is zinc. What
     is the maximum allowable concentration in the effluent assuming zinc
     in the total form, complete mixing, and no settling or biological uptake.
                                             A
                          ABC, Inc.
                Qs
                Qd
                Cs
                Cr

                Cd
                   (acute)
                Cd
                   (acute)
   Upstream river flow     /  - 1.2 cfs
   Discharge flow             = 0.31 cfs
   Upstream river cone.        = 0.8 mg/1
   Acute water quality standard = 1.0 mg/I

   Cr(Od +Os) - CsOs
         Qd
_ (1.0)r0.31 + 1.2) -
                                     0.31
                        =  1.75 mg/1
NOTES:
                                8-8

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   EPA TECHNICAL SUPPORT DOCUMENT FOR WATER
             QUALITY-BASED TOXICS CONTROL

     •  .  Provides-the most current procedural recommendations and
          guidance for identifying, analyzing, and controlling adverse water
          quality impacts caused by toxic discharges.

     •    Provides support to States and Regions for supplementing their
          existing procedures.
                     WHAT YOU MUST DO

          Protect acute and chronic water quality standards (and wasteload
          allocations)

          Write maximum daily and monthly average permit limits
NOTES:
                              8-9

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8-10

-------
                              PRACTICAL EXERCISE

                  Determining  the  Need  for  Chemical-Specific,
                   Water Quality-Based Effluent Limitations
DIRECTIONS;
      You are a  permit  writer and have received  a  permit renewal application
      from a  glass  manufacturer,  Luster Glass  Inc.   The  previous  permit was
      issued  using  effluent  limits  derived  from  technology-based  effluent
      limitation guidelines and best professional judgement (BPJ).  Since that
      time, the State has revised  its  water quality standards to ensure aquatic
      life protection.   Therefore,  you must determine  whether water quality-
      based limits are needed.
    GIVEN;

                Cr = (Cd)(Qd) + (Cs)(Qs)
                          (Qd + Qs)

    where Cr = the receiving water concentration,
          Cd = the effluent concentration,
          Qd = the effluent flow,
          Cs = the receiving water background concentration, and
          Qs = the appropriate receiving water flow.

                                                       Receiving Water
                              Effluent                    Background
                        Concentration (Cd)*        s' Concentration (Cs)
    Pollutant ,          	(mq/11	           	(mq/1)	

    Lead                        0.38                         0


    Zinc                        0.21                         0.07

    * - Maximum daily concentration  as  reported ,in the discharge monitoring
    reports


    The State water quality regulations require that water quality standards
    be achieved under the following critical  receiving water flow conditions:

          Chronic water quality standards:
          7 day, 10 year return frequency flow  (7Q10)

          Acute water quality standards:
          One-third (1/3) of the 7Q10 flow

    The 7Q10 for the Illinois River is 70.9 cubic feet per second (cfs)
(1)   Calculate the  following receiving  water concentrations  (Cr)  using the
      equation and data 'supplied above.

      (a)  Zinc (acute)  	       (c)  Lead  (acute)  	

      (b)  Zinc (chronic)  	       (d)  Lead  (chronic)  	
                                       8-11

-------
(2)   Compare each receiving water concentration calculated in question (1) with
      the State Water Quality Standard for aquatic life protection given in the
      table below.   Which  one  is larger?   What does this  mean?   For which
      pollutant(s) do you need to set a water quality-based limit?	
                        STATE WATER QUALITY STANDARDS*

                        Acute                  Chronic
                      Protection              Protection
    Pollutant           (gg/1)
    Lead                    82                      3.2

    Zinc                    120                     110

    * - All State standards are applied as "not to exceed" concentrations.
(3)   What effect would a stream flow (Qg) of 0 cfs have on the receiving water
      concentration?  What about a stream flow of 500 cfs?  	
(4)   Are there other  pollutants that are discharged that should be evaluated
      for chemical-specific water quality-based effluent limitations?  	
      If yes, then list the pollutants and briefly explain why below:	
                                          8-12

-------
                              PRACTICAL EXERCISE

           Calculating Chemical Specific Water Quality-Based Limits

DIRECTIONS;

      Assuming  there is  a  need for  chemical  specific  water  quality-based
      limitations  for  lead  and  zinc  discharges  from  Luster  Glass,  Inc.,
      calculate  the  end-of-pipe effluent  limitations  using  the  following
      procedure.
    GIVEN;
          The  following  equation   is  used  to  calculate   the  effluent
          concentration  [which  is commonly  referred to as  the  waste  load
          allocation (VILA) ]  that will ensure protection of  the water quality
          standard.

                Cd = WLA =  Cr (Qd + Qs) - (Cs)(Qs)
                                     Qd

          where       Cd » WLA • waste load allocation,
                      Cr • the applicable water quality standard,
                      Qd = the effluent flow =7.06 cfs,
                      Qs = the appropriate receiving water flow, and
                      Cs = the receiving water background concentration.

                            Cr * Acute State Water        Cs « Upstream
          Pollutant         	Quality Standard         	Concent rat ion

          Lead              0.082 mg/1                    0 mg/1
          Zinc              0.12 mg/1                     0.07 mg/1


                            Cr = Chronic State Water      Cs = Upstream
          Pollutant         	Quality Standard         	Concent rat ion

          Lead              0.0032 mg/1                   0 mg/1
          Zinc              0.11 mg/1                     0.07 mg/1

          Qs - 70.9 cfs (for chronic protection)
          Qs - 23.6 cfs (for acute protection)
(1)   Calculate the waste load allocations for lead using the equation and data
      supplied above.
      (a)  Lead (acute)

      (b)  Lead (chronic)
                                      8-13

-------
(2)    Calculate the waste load allocations for zinc using the equation and data
      supplied above.

      (a)  Zinc (acute)	__

      (b)  Zinc (chronic)  .	.
(3)    Given that all State water quality standards are expressed as never to be
      exceeded (i.e., water quality-based  limits must be protective of the most
      stringent waste  load allocation),  calculate a maximum daily  limitation
      (MDL) and an average monthly limitation  (AML) for lead and zinc using the
      waste load allocations calculated above.  [Note:  Assume a ratio  of daily
      maximum to monthly  average of  1.6  for lead and 1.0 for  zinc  based upon
      effluent  guideline  for  BAT.]
(4)    Compare the chemical specific water quality-based limits calculated above
      with the  technology-based effluent  limitations given below  for  Outfall
      001.   In  which case(s) is  (are)  the water quality based  limit(s)  less
      stringent?

                        Technology-Based Effluent Limitations

      Pollutant         Maximum Daily     Average Monthly

      Lead              0.62 mg/1         0.38 mg/1
      Zinc              0.1 mg/1          0.1 mg/1
                                       8-14

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            WHOLE EFFLUENT TOXICITY (WET)

         The total toxic effect of an effluent measured directly with a
                  ^
     toxicity test.
                           WET TESTS

          Acute

              Endpoint: Mortality
              Test duration: 48 hours

          Chronic

              Endpoint: Mortality, growth, reproduction, etc.
             , Test duration: 96 hours
NOTES:
                              8-15

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                 DEFINITION OF LC
                                       50
     Concentration of a toxicant which is lethal to 50 percent of the



exposed organism.





          EXAMPLE OF ACUTE TEST DATA



                   Effluent Concentration


   100%         50%         25%        12.5%       6.25%
        100
80
40
                          % Mortality
20
0
     100
   u


   I
   H 10
   u.
   u.
   Ul
   f-

   UJ
   u
   o:
                                 LC, -30*
                               I
                20        40        60

                      PERCENT MORTALITY
                       80
       100
                           3-16
                                                            8-9

-------
                     DEFINITION OF NOEC

          No Observed Effect Concentration (NOEC) - the highest
          concentration of an effluent or a toxicant at which no adverse
          effects are\)bserved on the aquatic test organisms.
                     DEFINITION OF LOEC

          Lowest Observed Effect Concentration (LOEC) • the lowest
          concentration of an effluent or toxicant that results in observable
          adverse effects in the aquatic test population.

RESPONSE CURVE FOR CERIODAPHNIA DUBIA
CHRONIC TEST
35 -,
30 -
I 25 -
fc 20 -
1 15 -
1
f 1° -
5 -
0 -
^NOE
\
\
/


C
\ *
\ ,LOEC
A
\ \ 1 1 1 1 1 I II 1 1 1 1 1 1 1 1 1 1
10 100
Percent Effluent (log scale)
NOTES:
                                8-17

-------
         EXAMPLES OF TOXIC UNITS (TU)

Acute: Assuming LC^ = 28%
     TO.    '"
              28
•    TUa =   3.6

Chronic: Assuming NOEC = 10%
.    TO=

             NOEC
     TU -
             10

     TUe =   10
     DEFINITION OF ACUTE-CHRONIC RATIO

     Acute-chronic ratio (ACR) - the ratio of the acute toxicity
     of an effluent or a toxicant to its chronic toxicity.  It is used as a
     factor for estimating chronic toxicity on the basis of acute toxicity
     data, or for estimating acute toxicity on the basis of chronic toxicity
     data.

     Example:

     ACR=
             NOEC   TU
                       ~
                     28%
            _ L =  _
            NOEC   10%
     ACR=  2.8


                             8-18

-------
                              PRACTICAL EXERCISE

                            Whole Effluent  Toxicity
                   Water Quality-Based Effluent Limitations
DIRECTIONS;
      Preliminary  examination of  toxicity  testing  data submitted  by Luster
      Glass, Inc. indicates that toxicity is present  in the effluent discharged
      to the Illinois River.  Therefore, you must determine if there is a need
      for developing whole effluent toxicity  (WET) effluent limitations for the
      Luster  Glass  permit.    If  you  determine  a need  for  WET  effluent
      limitations, then calculate those limits.
GIVEN;
Where
            Cr = (Cd)(Qd) + (Cs)(Qs)

                      (Qd + Qs)

        Cr = receiving water concentration
        Cd = effluent concentration
        Qd = effluent flow
        Cs = receiving water background concentration
        Qs = appropriate receiving water flow

Toxicity Data (Fathead minnows) from Discharge Monitoring Reports:
Average
            (% effluent)

            58.0
            25.2
            55.0
            46.3
            44.8
            5.9
            67.8
            3.9
            50.1
            52.0
            32.1
            41.7

            40.2
   NOEC
(% effluent)

50
3
10
30
25
1
10
1
30
10
3
30

16
                                                Acute to Chronic
                                                	Ratio	
4.5
(1)   Select the effluent concentrations  (Cd) for acute (LC^,)  and chronic (NOEC)
      toxicity representing the most toxic concentration and  convert into toxic
      units (TU).

      Acute
      Chronic
                                   8-19

-------
(2)    Calculate the receiving water concentration (Cr)  in toxic units for both
      acute and chronic toxicity given the following:

            Cs = 0
            Q3 = 23.6 cfs (for acute protection)
            Qs = 70.9 cfs (the 7Q10 for chronic protection)
            Qd = 7.06 cfs


      Acute
      Chronic
(3)   Determine the need for WET limitations by comparing each receiving water
      concentration calculated  in question  (2)  with the State  water quality
      standards for acute and chronic protection.  Given that:

      State Water Quality Standard for Acute Prataction - 0.3 TU.
      State Water Quality Standard for Chronic Protection - 1.0 TUC

      Are WET effluent limitations necessary?  Explain your answer.
(4)   If  it  was  determined in question  (3) above  that WET  limitations  are
      needed, then calculate the  waste load allocations for acute and chronic
      WET using the following equation:

            Cd = WLA =  Cr  (Qd + Qs) -  (Cs)(Qs)

                                  Qd
                                       8-20

-------
(5)    Convert the acute WLA  (in TU.)  to TUC  using  the acute to  chronic  ratio
      (ACR)  provided with  the toxicity data.
(6)    Given that all  State water quality standards are expressed as never to be
      exceeded (i.e., water  quality-based limits must be protective of the most
      stringent waste load  allocation),  calculate a maximum daily  limitation
      (MOL) and an average monthly limitation (AML)  for WET using the waste load
      allocations calculated above.   [Note:  Assume a ratio of daily maximum to
      monthly average of 1.6 for WET.]
                                     8-21

-------
MONITORING CONDITIONS AND
   ANALYTICAL METHODS

-------
                   LEARNING OBJECTIVES




         General monitoring conditions



         Permit writer's responsibility



         Quality assurance/quality control
                 PURPOSE OF MONITORING




         Determine compliance with permit conditions



         Assess treatment efficiency



         Establish a basis for enforcement actions
NOTES:
                             9-1

-------
                      MONITORING TYPES

          Self monitoring

               Permittee performs sampling and analysis; submits
               results to regulatory authority on discharge monitoring
               report (DMR)

          Compliance monitoring

               Permitting authority, or a designated representative,
               performs a compliance inspection
                 ELEMENTS OF MONITORING

          Sample location

          Sample frequency

          Type of sample

          Test methods

          Reporting
NOTES:
                                 9-2

-------
               SAMPLE LOCATION QUESTIONS




          Is the sample point on the facility property?



          Is the sample point accessible?



          Will the results be representative?



          Are monitoring internal points needed?
               FREQUENCY CONSIDERATIONS




     •     Size of facility




     •     Type of treatment




     •     Location of discharge




     •     Frequency of discharge




     •     Compliance history




     •     Nature of pollutants



NOTES:
                               9-3

-------
          EXAMPLE:  MONITORING FREQUENCY
  PLANT CAPACITY
        (MGD)

       0 - 0.099

       0.1 - 0.99

       1.0 - 4.99
        >5.0
     FLOW
     Weekly

      Daily

Record continuously
   report daily

Record continuously
   report daily
OTHER PARAMETERS
      Quarterly

      Monthly

       Weekly


       Daily
                    TYPES OF SAMPLING
         Grab
         Composite
              Time proportional

              Flow proportional
         Continuous
NOTES:
                              9-4

-------
NOTES:
                          TEST METHODS

          Analytical methods

               40 CFR Part 136
               Alternative methods

          Whole Effluent Toxicity

               Specific tests
               Specific procedures
               Use multiple species
               Specify endpoints
               Get QA/QC information
                                      9-5

-------
      FRESHWATER FISH
Fathead mirfnow: adult female (left) and breeding male
(right).
       SALTWATER FISH
         Silverside (Menidia)
              9-6

-------
 SALTWATER MYSID SHRIMP

Lateral and dorsal view of a typical mysid,
            .  9-7

-------
                       ANALYTICAL GOSTS
     Priority pollutants scan                           $1000 - $1500
      (8080,8240,8270, cyanide, total phenols,
       priority pollutant metals)
     Purgeable holocarbons and aromatics               $150 - $300
     Gasoline (BTX)                                 $50 - $150
     Total organic carbon                             $40 - $75
     BODS                                          $25-$40
     Metals
      (As, Cd, Pb, Se, Sb, Ti)                           $10 - $20 each
      (Ag, Ba, Be, Ca, Cr, Cu, Fe, K, Mg, Mn, Mo,        $10 - $20 each
       Na, Ni, V, Zn)
     Hex-chrome                                    $25-$50
     Cyanide (total)                                  $25 - $50
     Phenols (total)                                  $40-$75
     PCP                                           $120-$165
     Pesticides                                      $100 - $200
     Herbicides                                      $110 - $250
     EP Toxicity (metals)                      .       $125 - $175
     Oil and grease                                  $25 - $50
     Odor, color, turbidity                             $20 - $35
     Total suspended solids                            $10 - $20
     Volatile organics (VGA)                           $200 - $300
     Chlorinated pesticides and PCBs                   $125 - $200
     Polynuclear aromatic hydrocarbons (PAH)          $150 - $200
     Fecal coliform                                  $10 - $25
NOTES:
                                 9-8.

-------
 PERMIT ANALYTICAL COSTS (ANNUAL)
                PERMIT NO. 1

                   Times       Unit        Annual
                  Per Year    Cost($)       CostfS)
BOD5                104         30        3420

TSS                  104         15        1360

Fecal Coliform         104         15        1,560

Oil and Grease         104         35        3,640

         Total
 PERMIT ANALYTICAL COSTS (ANNUAL)
               PERMIT NO. 2
                                  X
                   Times       Unit        Annual
                  Per Year     CostfS)       Cost($)

Priority Pollutants       4         1,250         5,000
Phenols               52           50         2,600
BOD5                156           30         4,680
TSS                 156           15         2,340
BTX                 52          100         5,200
Nickel               156           15         2,340
Chromium            156           15         2,340
Copper              156           15         2,340
Lead                156           15         2,340
Zinc                156           15         2,340
Cyanide              52           35         1,820
Hardness             156           15         2.340
         Total                             35,680
                       9-9

-------
QUALITY ASSURANCE/QUALITY CONTROL




  Standard operating procedures manual



  Standard test protocols



  Reference toxicant testing



  Chain-of-custody




  Data logs



  Laboratory certification







                   REPORTING




  What is reported




  When is information reported



  Who is responsible for reporting



  What format is used for reporting








               RECORD KEEPING




  How long are records kept



  What kind of records



  Where are the records maintained



  Who keeps the records
                        9-10

-------
MUNICIPAL NPDES PERMIT
     DEVELOPMENT

-------
                   LEARNING OBJECTIVES

          Permit applications

          Development of effluent limits

          Special conditions

              Pretreatment
              Sludge
              Combined Sewer Overflows (CSOs)
          Key responsibiliti
is of the municipal permit writer
           SOURCES OF FACILITY INFORMATION

     •     Application Form 1 and Form A (2A)

     •     Supplemental information (sludge, toxicity, pretreatment, CSOs)

          Construction grants • "NEEDS"

     •     Solid waste agencies

     •     Pretreatment program submission

          Annual pretreatment performance report

          Pretreatment audit/PCI

NOTES:
                                10-1

-------
     TECHNOLOGY-BASED REQUIREMENTS FOR
MUNICIPAL DISCHARGERS SECONDARY TREATMENT
                      (40 CFR PART 133)

                        30 Dav Avg.            7 Dav Avg.

    5 - Day BOD             30 mg/1               45 mg/1

       TSS                30 mg/1               45 mg/1

       pH                 6-9

     Removal         85% BOD5 and TSS


    EXCEPTIONS/ALTERNATIVES TO SECONDARY
             TREATMENT REQUIREMENTS

       Substitution of CBODS for BODS           [§133.102(a)(4))]

       Substitution of COD or TOC for BODS       [§133.104(b>]

   •    Adjustments to reflect:

            Combined sewers                  [§§133.103(a-e>]
            Industrial wastes
            Waste stabilization ponds
            Less concentrated influent for separate
            sewers
            Less concentrated influent for combined
            sewers

       Treatment Equivalent to Secondary         [§133.105]

   •    Waiver from secondary treatment for marine  [§§125.56-125.67]
       discharges

                            10-2

-------
                EQUIVALENT TO SECONDARY

          Must be trickling filter or lagoon

          Biological treatment = 51+% treatment

          Plant exceeds 30/30 with proper O & M

          Water quality not adversely affected

          E.T.S. limits:

              Up to 45 mg/1 (30 day average)
              Up to 65 mg/1 (7 day average)
              Not less than 65%  removal

          Guidance distributed December 1985
       PRETREATMENT PROGRAM REQUIREMENTS

          What is pretreatment

          Statutory authority

          RoleofthePOTW

          NPDES permit requirements
NOTES:
                              10-3

-------
           NATIONAL PRETREATMENT PROGRAM

          Major goal is controlling discharges in order to:

               Prevent interference with POTW processes
               Prevent pass through of pollutants
               Protect sludge management options

          Additional programmatic goals

               Encourage recycling and reclamation
               Ensure POTW personnel health and safety
NOTES:
                                10-4

-------
STATUTORY AUTHORITY - CLEAN WATER ACT

    Section 307(b) - National Pretreatment Standards

        Basis for technology-based National pretreatment
        standards and general and specific prohibitions to prevent
        pass through and interference
        Provision for adjustment of technology-based standards
        to account for POTW removal (through removal credits)

    Section 402(b)(8) - NPDES Permit Requirements

        POTWs must identify indirect dischargers
        POTWs must establish local programs to ensure
        compliance with pretreatment standards by indirect
        dischargers
  REGULATORY REQUIREMENTS - GENERAL
         PRETREATMENT REGULATIONS
                    (40 CFR PART 403)

    Objectives:

         Prevent pass through
         Prevent interference, including protection of sludge use
         and disposal
         Promote reuse and reclamation of effluents and sludges

   Elements:

         National Pretreatment Standards
         Requirements for POTW and State programs
         Industrial and POTW reporting requirements

   Effluent Limitations Guidelines (40 CFR 405-471)

         Including categorical pretreatment standards
                           10-5

-------
         NATIONAL PRETREATMENT STANDARDS




         Prohibited discharge standards



         National categorical pretreatment standards



         Local limits
          PROHIBITED DISCHARGE STANDARDS




         General prohibitions



         Specific prohibitions
NOTES:
                             10-6

-------
       SPECIFIC PROHIBITED DISCHARGES [§403.5(b)]

          Fire/explosive hazard

               Flashpoint less than 140°F/60°C

          pH lower than 5.0

          Solid or viscous substances which obstruct flow to the POTW

          Any pollutant (including BOD) at flow or concentration rate which
          interferes with t ic POTW

          Thermal discharges causing headworks to exceed 104°F/40°C,
          unless POTW designed for such temperatures

          Petroleum/mineral oils causing interference or pass through

          Pollutants which create toxic gases/fumes causing worker health and
          safety problems

          Trucked or hauled wastes except at points designated by the POTW

          Generally, treatment cannot be achieved by dilution
NOTES:
                                  10-7

-------
        NATIONAL CATEGORICAL PRETREATMENT
                            STANDARDS

          Uniform, technology-based requirements for industries
          in specific industrial categories
                          LOCAL LIMITS

     •    Locally established limits, designed to implement the general
          and specific prohibitions and achieve environmental objectives

               Protection of water quality
               Protection of sludge quality
               Plant operations (e.g., inhibition)
               Worker health and safety
               Air emissions (future?)

NOTES:
                                10-8

-------
       OVERVIEW OF PRETREATMENT PROGRAM PROCESS
   Region/State
    Identifies
     POTWs
POTW Notified,
Requirement in
NPDES  Permit
POTW Performs
Developmental
    Work
POTW Prepares
 and Submits
   Program
  Document
                                                     • Rejects-
Region/State
Performs
PCI/Audit
^

Region/State
Requires
Implementation
In NPDES Permit
^

POTW Becomes
Control
Authority
                                                •^ Approves —
                                       Region/State
                                      Reviews POTW
                                         Program
                                        Document
NOTES:
                                     10-9

-------
 PRETREATMENT PROGRAM DEVELOPMENT

   Who?

        POTWs>5MGD
        POTWs < 5 MGD with past problems
   What?
        Legal authority
        Industrial user survey
        Individual control mechanisms for all SIUs
        Compliance/enforcement
        Resources
        Data management
NPDES PERMITS DRIVE THE PRETREATMENT
           PROGRAM BY REQUIRING:

   Adequate legal authority

   Maintain industrial user inventory

   Develop/implement local limits

   Issue individual control mechanisms to all SIUs

   Conduct compliance monitoring activities

   Take swift and effective enforcement

   Perform data management and recordkeeping

   Report to the approval authority (EPA or State)

   Ensure public participation
                       10-10

-------
NOTES:
               KEY RESPONSIBILITIES OF THE
                MUNICIPAL PERMIT WRITER

          Write a good permit

          Identify need for, and set where appropriate, water quality-based
          controls

              Chemical-specific
              WET

          Incorporate pretreatment requirements

          Incorporate sludge requirements

          Incorporate CSO controls

          Coordinate permit issuance with the pretreatment, sludge and
          CSO coordinator/expert
                               10-11

-------
                      Organization of the Pretreatment Program and
                           Summary  of Responsibilities
 EPA Headquarters

        Oversee  Program Implementation at All Levels
        Develop and Modify Regulations for the Pretreatment Program
        Develop Policies to Clarify and Further Define the Program
        Develop Technical Guidance for Program Implementation
        Initiate Enforcement Action as Appropriate.


 EPA Regions

     •  Fulfill Approval Authority Responsibilities for States without Program Delegation
     •  Oversee State Program Implementation
     •  Initiate Enforcement Actions as Appropriate.
Approval Authorities
(NPDES States with Pretreatmenl Program Delegation)

        Notify POTWs of Their Responsibilities
        Review and Approve POTW Pretreatment Programs  x"
        Review Modifications to Categorical Pretreatment Standards
        Oversee POTW Program  Implementation
        Provide Technical Guidance to POTWs
        Regulate Industries  in Nonpretreatment Cities
        Initiate Enforcement Action Against Noncompliant POTWs or Industries.


Control Authorities
(POTWs with an Approved Pretreatment Program)

        Develop and Maintain an  Approved Pretreatment Program
        Evaluate Compliance of Regulated Industrial Users
        Initiate Enforcement Action Against Industries as Appropriate
        Submit Reports to Approval Authority.
        Develop Local Limits (or  demonstrate that they arc not necessary)
        Develop and Implement an Enforcement Response Plan


Industrial Users

    •   Comply with Applicable Pretreatment Standards:  Prohibited Discharge Standards.
        Categorical Standards. Slate Requirements, and Local Limits
    •   Comply with Federal and  POTW Reporting Requirements.
                                10-12

-------
                  PRESENTATION PREVIEW

     1.    What is hazardous waste?

     2.    NPDES pretreatment implications

     3.    POTW RCRA permit -by-rule

     4.    Available guidance
               ONLY
                     Ij
"SOLID" WASTES CAN BE
AZARDOUS WASTES

          Solid wastes - any material which is:

              Abandoned for disposal
              Burned
              Stored (even if to be reused later)
              Treated/reconditioned
              Accumulated for speculation

          Exclusions

              Wastes regulated by other Federal law
                   NPDES effluents
                   Radioactive materials
                   Sludge (depends on disposal practice)

              Domestic sewage and any other wastes which mix with
              domestic sewage in sewer
NOTES:
                            10-13

-------
            RCRA REQUIREMENTS ASSUME THAT:

     •    NPDES (secondary treatment) and pretreatment (local limits,
          categorical standards, and prohibited discharges) adequately
          address wastes being discharged to sewer systems


        SOLID WASTES ARE HAZARDOUS WASTES IF:

     •    They exhibit hazardous characteristics

               Ignitable (flashpoint <140°F)
               Corrosive (pH <2.5 or >12.5)
               Reactive (unstable in water)
               Toxic (TCLP test - 40 substances)
               Exclusion for household wastes and special recycled
               wastes:  sludge conditioner or treatment aid at POTW

     •    The waste/or process is listed in Federal or State regulations

NOTES:
                              10-14

-------
              FOUR TYPES OF LISTED WASTES

     1.   Generic industrial sources (21)

     2.   Specific industrial processes (88)

     3.   Acutely hazardous chemicals (204)

     4.   Toxic (known characteristic wastes) (454)


         PRESSURES TO DISPOSE OF HAZARDOUS
                     WASTES AT POTWS

     •    Land ban and RCRA closure requirements make self-disposal
         costly/impossible

         Limited number of permitted TSDFs

     •    Domestic sewage exclusion is attractive to generators

         Increasing number of CERCLA cleanups approaching POTWs
         for partial treatment

NOTES:
                             10-15

-------
              NPDES PERMIT IMPLICATIONS OF
              ACCEPTING HAZARDOUS WASTES

          Inhibition of biological treatment (permit violation)

          Pass through (permit violation)

          Sludge contamination (permit violation)

          Possible worker health and safety effects

          Increased self-monitoring

          Report new/changed influent

          NPDES permit modification
             PRETREATMENT IMPLICATIONS OF
             ACCEPTING HAZARDOUS WASTES

          Local limits analysis needed to determine acceptability of
          waste

          Local limits development

          Designating and monitoring a receiving point for wastes

          Treating the source as SIU: permitting, monitoring, tracking
          and enforcement

          New multijurisdictional issues
NOTES:
                             10-16

-------
                   RCRA IMPLICATIONS OF
              ACCEPTING HAZARDOUS WASTES

          POTW has duty to inform potential generators of RCRA
          requirements for manifesting waste and proper disposal

          Treating, storing, or disposing hazardous wastes requires
          RCRA permit

          POTWs having releases of hazardous wastes or hazardous
          constituents may have to undertake corrective action

          POTWs whose sludge is a characteristic waste must
          manifest and dispose at a TSD facility
         REQUIREMENTS FOR POTWs WITH RCRA
                       PERMITS-BY-RULE

     •    NPDES permit/compliance with permit conditions

     •    Waste received by POTW must comply with all pretreatment
          requirements

     •    EPA hazardous waste facility identification number

     •    Hazardous waste manifest system and written operating
          record at facility

     •    Biannual reports to State or EPA region waste management
          division

NOTES:
                                10-17

-------
    CONTENTS OF PERMIT-BY-RULE RIDER PERMITS

     •     Reporting duties:

              Sample wastes
              Report findings

     •     Corrective action duties:

              Interim emergency measures
              Provide data and facility access
              Develop C.A. plan/reopener
              Implement plan within date certain
            RIDER PERMIT ISSUANCE PROCESS

          Duration -10 years
                                            s~
          Use RCRA procedures

          Consolidate with NPDES when possible

          Consolidation requires cooperation between programs

          State program issuance complexities
NOTES:
                             10-18

-------
           AVAILABLE RCRA/CERCLA GUIDANCE

          RCRA information on hazardous wastes for POTWs (9/85)

          Guidance for the identification of hazardous wastes delivered
          to POTWs by truck, rail or dedicated pipe (6/87)

          Guidance for implementing RCRA permit-by-rule requirements
          at POTWs (7/87)
          Policy on the dis<
          into POTWs (4/8
harge of wastewater from CERCLA sites
5)
       POTW AS A HAZARDOUS WASTE GENERATOR

          Effluent or sludge is hazardous

              Contains listed waste
              Exhibits characteristics

          POTWs must:

              Manifest wastes
              Send to permitted TSDF
              Hold long-term liability
NOTES:
                              10-19

-------
                                                                                                                                        Reviled 07/91
o

o
                      SUMMARY STATUS OF NATIONAL CATEGORICAL PRETREATMENT STANDARDS:  MILESTONE DATES

                                                              FINAL REGULATIONS
Industry Category

Aluminum Forming

Battery Manufacturing

Coil Coating (Phase I)

Coil Coating (Canmaking)

Copper Forming

Electrical and Electronic
 Components (Phase I)

Electrical and Electronic
 Components (Phase II)

Electroplating
Inorganic Chemicals
 (Interim, Phase I, and
 Phase II)

Iron and Steel

Leather Tanning and
 Finishing

Metal Finishing
Metal Molding and Casting
 (Foundries)

Nonferrous Metals Forming
 and Metal  Powders

Nonferrous Metals Manufacturing
 (Phase I)

40CFR
.Part.
4671
461
465
465
468
469

469
413


415



420
425

433


464
471'
421

Proposed
New Source
Rule Date
11-22-82
11-10-82
01-12-81
02-10-83
11-12-82
08-24-82

03-09-83
07-03-804

—
_
07-24-80
10-25-83

01-07-81
07-02-79
01-21-87
08-3 1-824


11-15-82
03-05-84
02-17-83
01-22-87

Promulgation
Date
10-24-83
03-09-84
12-01-82
11-17-83
08-15-83
04-08-83

12-14-83
01-28-81

07-15-83
07-20-77
06-29-82
08-22-84

05-27-82
1 1-23-82
04-04-88
07-15-83


10-30-85
08-23-85
0348-84
01-21-88

Effective
Date
12-07-83
04-23-84
01-17-83
01-02-84
09-26-83
05-l<»-83

01-27-84
03-30-81

08-29-83
07-20-77
08-12-82
10-05-84
\
07-10^82
01-06-83
05-04-88
08-29-83


12-13-85
10-07-85
04-23-84
03-07-88'


BMR Due Date
0644-84
10-20-84
07-16-83
06-30-84
03-25-84
11-15-83

07-25-84
09-26-81 (Non-integ.)
06-25-83 (Integrated)
02-25-84 (TTO)
01-16-78
05-09-83
0443-85

0446-83
0745-83
10-31-88
02-25-84


06-11-86
0445-86
10-20-84
0946-88
PSES
Compliance
Date
10-24-86
0349-87
1241-85
11-17-86
08-15-86
0741-84 (TTO)J
1148-85(As)
07-14-86
04-27-84 (Non-integ.)
06-30-84 (Integrated)
07-15-86 (TTO)
07-20-805
06-29-85
08-22-87

07-10-85
11-25-85
03-31-89 (Subpart C)«
06-30-84 (Part 433, TTO)7
07-10-85 (Part 420, TTO)
02-15-86 (Final)
10-31-88
08-23-88
0349-87
02-22-88 (Subpart J)'
90-Day
Compliance Repc
Due Date
01-22-87
0647-87
0341-86
02-15-87
11-13-86
09-29-84
0246-86
10-12-86
07-26-84
09-28-84
10-13-86
10-18-80
09-27-85
11-20-87

1048-85
02-23-86
06-29-89
09-28-84
1048-85
05-16-86
01-29-89
11-21-88
0647-87
0542-88

-------
                                                                                                                                                           Reviled 07/91
                         SUMMARY STATUS OF NATIONAL CATEGORICAL PRETREATMENT STANDARDS:  MILESTONE DATES

                                                                       FINAL REGULATIONS






H"*
0
I—*
Industry Category
Nonferrous Metals Manufacturing
(Phase II)
Organic Chemicals, Plastics,
and Synthetic Fibers
Pesticide Chemicals
Petroleum Refining
Pharmaceuticals Manufacturing
Porcelain Enameling
Pulp, Paper, and Paperboard
Steam Electric Power Generation
Timber Products Processing
40CFR
.Part.
421
414
455
419
439
466
430,431
423
429
Proposed
New Source
Rule Date'
06-27-84
03-21-83
11-30-82
12-21-79
11-26-82
02-27-81
01-06-81
10-14-80
10-31-79
Promulgation
Date
09-20-85'°
11-05-87
10-04-85"
10-18-82
10-27-83
11-24-82
11-18-82
11-19-82
01-26-81
Effective
Date
11-04-85
12-21-87"
-
12-01-82
12-12-83
01-07-83
01-03-83
01-02-83
03-30-81
BMR Due Date
05-03-86
06-20-88
-
05-30-83
06-09-84
07-06-83
07-02-83
07-01-83
09-26-81
PSES
Compliance
Date
09-20-88
11-05-90
-
12-01-85
10-27-86
11-25-85
07-01-84
07-01-84
01-26-84
90-Day
Compliance Report
Due Date
12-19-88
02-04-91
-
03-01-85
01-25-87
02-23-86
09-29-84
09-29-84
04-25-84
Footnotes:

'The term "new source" means any building, structure, facility, or installation from which there is or may be a discharge of pollutants, the construction of which commenced after the publication
of proposed pretreatment standards under Section 307(c) of the Clean Water Act which will be applicable to such source if such standards are thereafter promulgated in accordance with that section,
provided that:  (1) the construction occurs at a new or "greenfield" site; (2) the construction on an existing site "totally replaces" the process or production equipment causing the discharge; or
(3) the construction is "substantially" independent of an existing source at the same site.

'The Aluminum Forming Categorical Pretreatment Standards were revised on 12/27/88, as issued in 53 FR 52366.  These revisions include relaxed pretreatment standards for existing sources.
New discharge limits were set for oil and grease for all subparts and for chromium,  cyanide (T), zinc, and Total Toxic Organics (TTO) for the cleaning or etching rinse of Subparts C and D.

'The compliance date for TTO for facilities subject to existing source Electrical and Electronic Components, Phase I regulations, is July 1,1984.  The compliance date for arsenic under this category
is November 8, 1985.

*The Electroplating proposed rule date is not used to determine the new source/existing source status of a  facility.  The Metal Finishing proposed rule  date is used to make this determination  for
all electroplating and metal finishing facilities.

-------
to
                                                                                                                                                      Reviled 07/91

                        SUMMARY STATUS OF NATIONAL CATEGORICAL FRETREATMENT STANDARDS:  MILESTONE DATES

                                                                     FINAL REGULATIONS
Footnotes (Continued):
'The compliance date for Subparts A, B, L, AL, AR, BA, and BC of the Inorganic Chemicals category is July 20, 1980. The compliance date for Subparts AJ, AU, BL, BM, BN, and BO (except
discharges from copper sulfate or nickel sulfate processes) is August 22, 1987. The compliance date for copper sulfate or nickel sulfate processes and for all Subparts of Part 415 not listed above
is June 29, 1985.

These dates apply only to Subpart C.

'Existing sources that are subject to the Metal Finishing standards in 40 CFR Part 433 must comply only with the interim limit for TTO by June 30, 1984. Plants also subject to the Iron and Steel
Manufacturing standards in 40 CFR Part 420 must comply with the interim TTO limit by Juiy 10, 1985.  The compliance date for metals, cyanide, and final TTO is February 15,  1986, for all
sources.

These regulation    ere revised on March 17, 1989, (54 FR 1 1346) to allow pollutant discharge from the tube reducing spent lubricant process of Subpart C and Subpart I provided nitrosamine
compound discharge limits are met.

These dates are for Subpart J, tungsten category.

'°On April 26, 1989, a modification of some Nonferrous Metals  Manufacturing regulations were proposed (54 FR 1841 1).

"On June 29, 1989, part of the OCPSF regulations were  remanded to EPA for additional consideration.

l2On July 25, 1986, the Eleventh Circuit Court of Appeals remanded to the EPA the final regulation originally promulgated on October 4, 1985, for the Pesticide Chemicals category. EPA removed
the regulation from the Code of Federal Regulations on December 15,  1986 (40 FR 44911).

Note:     The compliance date for any discharge that is subject to Pretreatmcnt Standards for New Source (PSNS) facilities is within 90 days of the date of the commencement of the discharge.
         The Baseline Monitoring Report (BMR) for a  new source is due 90 days prior to the commencement of discharge.

-------
 A/R6-368/
 CFR PART NUMBER
         405

         406
         407
         408
                         DEVELOPMENT DOCUMENTS FOR EFFLUENT LIMITATIONS GUIDELINES AND STANDARDS FOR SPECIFIC INDUSTRIAL CATEGORIES
o
to
GO
409

410

411
412
413


414


415
          416
                 CATEGORY OF BGD
                 INDUSTRIAL STUDIES
                   Dairy Products
                   Processing
                   Grain Mills
                   Canned & Preserved
                   Fruits & Vegetables
                   Processing
                   Canned & Preserved
                   Seafood Processing
Sugar Processing

Textile Mills

Cement Manufacturing
Feedlots
Electroplating
                             Organic Chemicals
                             Manufacturing
                             Inorganic Chemicals
                             Manufacturing
                   Plastic & Synthetic
                           SUBCATEQORY
                     a) Dairy Products Processing
                       (Draft)
                     a) Grain Processing
                       (Draft)
                     b) Animal Feed. Breakfast Cereal &
                       Wheat (Draft)
                     a) Citrus, Apple & Potatoes (Draft)
a) Catfish. Crab. Shrimp (Draft)
b) Report to Congress,
  Section 74 Seafood
  Processing Executive Summary -
  (Volumes Mil)
a) Beet (Final)
b)Cane
•a) Textile Mills
b) Textile Mills (Rnal)
a) Cement Manufacturing (Draft)
a) Feedlots (Draft)
a) Copper, Nickel, Chrome and Zinc
  (Draft)
b) Electroplating Pretreatment (Final)
a) Major Organic Product* (Draft)
                        \
b> Organic Chemicals &
  Plastics & Synthetic Fibers
  (Proposed)
a) Major Inorganic Chemical Products
  (Draft)
b) Inorganic Chemicals (Proposed)
c) Inorganic Chemicals (Final)
a) Synthetic Resins (brail)
b) Synthetic Polymers
c) Organic Chemicals/Plastic^
  Synthetic Fibers
BGD DOCUMENT NUMBER
   EPA 440/1-74/021-a

   EPA 440/1-74/028-a

   EPA440/1-74/039-a

   EPA 440/1-74/027-a

   EPA 440/1-74/0204
   EPA 440/1-60/020


   EPA 440/1-74/002-b
   EPA 440/1-74/002-C
   EPA440/1-74/002-*
   EPA 440/1-62/0022
   EPA 440/1-74/00541
   EPA 440/1-74/001-a
   EPA 440/1-74/0034

   EPA 440/1-79/003
   RPA 440/1-74/0094
   EPA 440/1-63/0094

   EPA 440/1-74/007-a

   EPA 440/1-80/0074)
   EPA 440/1-62/007
   EPA 440/1-74/010-a
   EPA 440/1-74/036
   EPA 440/1-83/009 b
GPO STOCK NUMBER
     5501-00898

     5501-00844

     5501-01007

     5501-00790

     5501-00920
      5501-00117
      5501-00826
      5501-00903

      5501-00866
      5501-00842
      5501-00816


      5001-006812


      5502-00121
                                                                                           5501-00815
                                                                                           5501-01012
NTIS ACCESSION NUMBER
      PB238835/AS

      PB238316/AS

      PB240861/AS

      PB238649/AS

      PB238614/AS
      PB81-182354


      PB238462/AS
      PB238147/AS
      PB238832/AS
      PB83-116871
      PB238610/AS
      PB238651/AS
      PB238834/AS

      PB80-196488
      PB241905/AS
      PB63-20562S

      PB238611/AS

      PB81-122632
      PB82-265612
      PB82-3924/AS
      PB240862/AS
      PB83 205625

-------
    A/R6-36a/#26
                      DEVELOPMENT DOCUMENTS FOR EFFLUENT LIMITATIONS GUIDELINES AND STANDARDS FOR SPECIFIC INDUSTRIAL CATEGORIES (Continued)
     CFR PART NUMBER
             417

             418

             419
             420
o
to
421



422

423


424

425

426


427
                 CATEGORY OF BCD
                 INDUSTRIAL STUDIES
                   Soaps & Detergent*
                   Manufacturing
                   Fertilizer
                   pstrol+ufn RvflnlnQ
                   Iron & Steel
Nonferrout Metalt
Manufacturing
                                Phosphate
                                Manufacturing
                                Steam Electric
                                PowerplanU
                               Ferroalloy

                               Leather Tanning

                               Glass Manufacturing
                               Asbestos
                               Manufacturing
       SUBCATEGORY
•) Soap* & Detergents (Draft)

a) Basic Fertilizer Chemicals (Draft)
b) Formulated Fertilizer (Draft)
a) Petroleum Refining (Draft)
b) Petroleum Refining (Proposed)
c) Petroleum Refining (Rnal)
a) Steel Making (Draft)
b) Iron & Steel
  Volumes M/
c) Iron & Steel (Final)
  Volume I
  Volume II
  Volume III
  Volume IV
  Volume V
  Volume VI
a) Bauxite Refining
b) Primary Aluminum Smelting
c) Secondary Aluminum Smelting
a) Phosphorus Derived Chemicals
  (Draft)
a) Steam Electric Power
  (Draft)
b) Steam Electric (Proposed)
a) Smelting & Slag Processing
  (Draft)
a) Leather Tanning (Draft)
b) Leather Tanning (Rnal)
a) Pressed &  Blown Glass
b) Insulation Fiberglass
c) Flat Glass
a) Building, Construction
  and Paper (Dralt)
                                                      BGD DOCUMENT NUMBER
                                                         EPA440/1-74/D18*

                                                         EPA 440/1-74/011-a
                                                         EPA 440/1-75/042-a
                                                         EPA 440/1-74/014-a
                                                         EPA 440/1-79/0144)
                                                         EPA 440/1-82/014
                                                         EPA 440/1-74/02441
                                                         EPA 440/1-80/024*

                                                         EPA 440/1-82/024
EPA 440/1-74/091-C
EPA 440/1-74/01W
EPA 440/1-74/019-e
EPA440/1-74/006-a

EPA 440/1-74/029*

EPA 440/1-80/029*
EPA 440/1-74/008-a

EPA 440/1-74/016-a
EPA 440/1-82/016
EPA 440/1-75/034-a
EPA 440/1-74/001-b
EPA 440/1-74/001-C
EPA440/1-74/017-a
                           GPO STOCK NUMBER
                                 5501-00667

                                 5501-00868
                                 6501-01008
                                 5501-00912
                                                                                                                         5501-00906
5501-00116
5501-00817
5501-00819
550340078

5501-01001


5501-00780

5501-00818

5501-01036
5501-00781
5501-00814
5501-00827
NTIS ACCESSION NUMBER
      PB2SB613/AS

      PB238652/AS
      PB240863/AS
      PB238612/AS
      PB81-118413
      PB83-172569
      PB238837/AS
      PB81-184384

      PB82-240425
      PB82-240433
      PB82-240441
      PB82-240458
      PB82-240466
      PB82-240484
      PB128463/AS
      PB234859/AS
      PB238464/AS
      PB241018/AS

      PB230853/AS

      PB81-119075
      PB238650/AS

      PB238648/AS
      PB83-172593

      PB128078/AS

      PB238320/AS

-------
                     DEVELOPMENT DOCUMENTS FOR EFFLUENT LIMITATIONS GUIDELINES AND STANDARDS FOR SPECIFIC INDUSTRIAL CATEGORIES (Continued)
    CFR PART NUMBER
            428


            429

            430
            431
o
to
en
432
            433
            434
            436
            440
            455
                 CATEGORY OF BCD
                 INDUSTRIAL STUDIES
                   Rubber Processing
                   Timber Products
                   Processing
                   Pulp, Paper and
                   Paperboard
                   Builder's Paper &
                   Board Mills
Meat Products and
Rendering
Metal Finishing
                   Coal Mining
                   Mineral Mining
                   & Processing
                   Ore Mining
                   and Dressing
                               Pesticides
      SUBCATEGORY
a) Tire & Synthetic
b) Fabricated & Reclaimed
  Rubber
a) Plywood & Wood (Draft)
b) Timber Products (Final)
a) Unbleached Kraft and
  Semi-chemical Pulp (Draft)
b) Pulp & Paper & Paperboard and
  Builder's Paper & Board Mills
  (Final)
o) Pulp. Paper ft Paperboard and
  Builder's Paper & Board Mills
  (Final)
a) Builder's Paper ft Roofing (Draft)
b) Pulp, Paper & Paperboard and
  Builder's Paper ft Board Mills
  (Final)
a) Red Meat Processing
b) Renderer
a) Metal Finishing (Proposed)
                                 V,
b) Metal Finishing (Final)
a) Coal Mining (Proposed)
b) Coal Mining (Final)
a) Report to Congress
  The Effects of Discharges from
  Limestone Quarries on Water
  Quality and Aquatic Biota
a) Volume I
b) Volume II
c) Ore Mining & Dressing (Proposed)
a) Pesticides
b) Pesticides (Proposed)
c) Test Methods for Non-Conventional
  Pesticides Chemical Analysis
  ol Industrial & Municipal Waste-
 BGD DOCUMENT NUMBER
    EPA 440/1-74/0134
    EPA 440/1-74/03041

    EPA 440/1-74/0234
    EPA 440/1-81/023
    EPA 440/1-74/0254

    EPA 440/142/025

    EPA 440/1-82/025    ^,,

    EPA 440/1-74/0264

    EPA 440/1-82/025

    EPA 440/1-74/0124
    EPA 440/1-74/031
    EPA 440/1-82/0914)
\
    EPA 440/1-82/091
    EPA440/1-81/057-b
    EPA 440/1-82/057
    EPA 440/1-82/059


    EPA440/1-78/061-d
    EPA 440/1-78/061-e
    EPA440/1-82/061-b
    EPA 440/1-76/0604
    EPA 440/1-82/0794)
    EPA 440/1-82/079*
                                                                                    GPO STOCK NUMBER
                                                                                          5501-00885
                                                                                          5501-01016

                                                                                          5501-00853
                                                                                                                         5501-00909
                                                                                                             5501-00843
NTIS ACCESSION NUMBER
      PB238609/AS
      PB241916/AS

      PB240811/AS
      PB81-22728
      PB238833/AS

      PB81-163949

      PB83-163949

      PB238076/AS

      PB83-163949

      PB238076/AS
      PB238836/AS
      PB83-102004
      PB34-115989
      PB81-119296
      PB83/108042
      PB82-242207


      PB286520/AS
      PB286521/AS
      PBS2 250952
      PB285480/AS
      PBft3-t53171
      PB83 176636

-------
   A/R6-36a/*26
                    DEVELOPMENT DOCUMENTS FOR EFFLUENT LIMITATIONS GUIDELINES AND STANDARDS FOR SPECIFIC INDUSTRIAL CATEGORIES (Continued)
   Cm PART NUMBER
           461
           463

           465

           466
           468
           469
CATEGORY OF BGD
INDUSTRIAL STUDIES
  Battery Manufacturing
  Plastic Processing

  Coll Coating

  Porcelain
  Copper Forming
      SUBCATEGORY
a) Battery Manufacturing (Proposed)
a) Plastic Molding & Forming
  (Proposed)
a) Cod Coating (Final)
b) CoV Coating Canmaklng (Final)
a) Porcelain (Proposed)
a) Copper (Final)
a) Electrical & Electronic
  Components (Phrase I)
BGD DOCUMENT NUMBER
   EPA 440/1-62/067*
   EPA 440/1-84/069*

   EPA 440/1-62/071
   EPA 440/1-63/071
   EPA 440/1-60/072-b
   EPA 440/1-64/074
   EPA 440/1-82/075*
GPO STOCK NUMBER
NTIS ACCESSION NUMBER
      PB63-197921
      PB64-171578

      PB63-206542
      PB64-196647
      PB81-201527
      PB84-192459
      PB82-249673
o
to
o>

-------
o
to
                                                                                               Approved State NPDES Pennii Program
                                                                                               Approved Slate NPDES and
                                                                                               Preueatmeni Programs
{?
Gum
°*
0
American Snoot
O
PueitoRko
•&*r
-«^«F>
Virgin liiindi
                                 Figure 1-1. Status of State NPDES and Pretreatment Program Approvals, November 1990
                                            Thirty-nine States and territories have federally approved NPDES programs. Twenty-seven States
                                            have federally approved pretreatmeni programs.
                  Source:  "Nations! Pretreatment Program Report to Congress"
                         (EPAf 21W-4004; July, 1991)

-------
o
 I
NJ
00
             Source: "National Pretreatment Program Report to Congress"

                    (EPA;2!W-4n
-------
MUNICIPAL SLUDGE
PERMIT CONDITIONS

-------
                 LEARNING OBJECTIVES


         Definition of sludge

                •N
         Statutory requirements

         Interim program

         Implementation procedures

         Long term program
NOTES:
                           ll-l

-------
                    STATUTORY AUTHORITY

          FWPCA Provisions (1972)

               Prohibit discharge without a permit

          CWA Provisions (1977)

               Sludge acknowledged as a resource
               EPA must develop technical regulations
               No implementation mechanism specified
               Contrary POTW disposal unlawful

          WQA Provisions (1987)

               Renewed emphasis on developing technical
               regulations
               Requires that standards be implemented
               through permits
              , 405(d)(4) requires interim program  x
NOTES:
                               11-2

-------
                     PART 503's MISSION:

                Protect human health and the environment
                                and
                         Promote beneficial use
                  Accomplished through commitments to:

                            Sound science
                                and
                         Regulatory flexibility
NOTES:
                               11-3

-------
                   STRUCTURE OF PART 503

          Use/disposal methods being considered for coverage
          in the rule:

                Subpart B -Land application
                Subpart C - Surface disposal
                Subpart E - Incineration

          Standards/requirements for each use/disposal method:

                Pollutant  limits
                Pathogen/vector attraction requirements
                Management practices
                Monitoring and recordkeeping requirements
                Reporting requirements
NOTES:
                                  11-4

-------
               STRUCTURE OF  PART 503

Subpart B • Land Application

•    Covers beneficial use through application to:

          Agricultural land
          Forest, public contact sites, reclamation sites
          Home lawns/gardens

•    General Requirements:  Provide notice and necessary
     information to recipients

•    Pathogen/vector  requirements:

          Pathogens:  Either Class A  (complete removal)
          gr Class B (partial removal)
          Vector controls

•    Pollutant  limits:

          For metals, limits would be expressed in 3 ways:
                Cumulative loadings
                Annual loading rates
                Concentration limits
          Reflect risk analysis for food, air, groundwater
          pathways
          Provide 10"4 risk  protection  to highly exposed
          individuals

     Management Practices:   Narrative requirements to
     protect wetlands, floodplains, etc.

•    Monitoring/Recordkeeping:  POTWs and commercial
     distributors and appliers

•    Reporting:  Class I facilities
                             11-5

-------
                    STRUCTURE OF PART 503

     Subpart C - Surface Disposal

     •    Considering standards
          which would include:            but not include:

                Monofills                  -    Storage
                Impoundment              -    Municipal landfills
                Piles

     •    Considering standards which would distinguish between sites with,
          and sites without, liners.

          Pollutant limits:

                Numerical limits for metals and organics vary
                according to site factors (groundwater quality,
                liner)
                Reflect risk analysis for air, groundwater
               ' pathways
                Provide 10"4 risk protection to highly exposed
                individuals

     •    Pathogen/vector requirements:

                Pathogens:   Class A or B
                Vector controls
NOTES:
                                 11-6

-------
                   STRUCTURE OF PART 503

     Subpart C - Surface Disposal (continued)

     •     General Requirements:

               Submit closure plan before closing site
               Notify subsequent site owners

     •     Management practices:  Narrative requirements
          to protect wetlands, endangered species, ensure
          structural integrity collect leachate/runoff

     •     Monitoring/Recorpkeeping

     •     Reporting:   Class I facilities
NOTES:
                               11-7

-------
                   STRUCTURE  OF PART 503

     Subpart E - Incineration

     •    Covers the firing of sewage sludge in a sewage sludge
          incinerator only.

          Considering standards like those proposed in
          November 1990

     •    General Requirements

               Pollutant limits:
                     Numeric limits for metals and organics:
                     *    Metals require site-specific  air dispersion
                          modeling
                     *    Organics use THC  as surrogate
                     *    Limits based on higher protectiveness:
                          105 risk

     •    Management Practices:  Continuous temperature,
          THC, O2, moisture monitoring

     •    Monitoring/Recordkeeping

     •    Reporting:  Class  I facilities
NOTES:
                               11-8

-------
                       DOMESTIC  SEPTAGE


     Land Application

     •    Application Rate Limit

               Hydraulic loading rate based on nitrogen demand

     •    Pathogen and Vector Attraction Reduction

               Treatment to pH 12 for  30  minutes

          Site Restriction

               Food and feed crops
               Public  access

     •    Other Requirements
                                              X
               «                            •""'
              , Threatened and endangered species
               Frozen, snow-covered, or flooded land
               Wetlands
NOTES:
                               11-9

-------
                      DOMESTIC SEPTAGE




     Surface Disposal




     •    Pathogen and Vector Attraction Reduction




               Treatment to pH of 12 for 30 minutes




     •    Minimum Frequency of Monitoring




               Each container must be monitored




     •    Other Requirements




               All other requirements apply




NOTES:
                                11-10

-------
                   IMPLEMENTING PART 503
                       THROUGH PERMITS

          Part 503 intended to be self implementing .  . .
                 ill affect all parties involved in sludge generation,
               handling, treatment, use, and disposal
               will be directly enforceable
               will be effective one year after publication

     . . .but also administered through permits

          CWA 405(f):  Any section 402 permit issued to a POTW or
          other "treatment works treating domestic sewage" shall  include
          sludge use and disposal requirements

          Sludge permitting regulations, promulgated 5/2/89 (54 FR 18716),
          establish framework for sludge permitting and State  sludge
          programs
                                             X
     •     Our task:  Dovetail new technical standards with existing
          programmatic framework
NOTES:
                                 ll-li

-------
                    IMPLEMENTING PART 503
                        THROUGH PERMITS

     Who must apply for a permit?

     Sludge permitting regulations require applications from all
     "Treatment Works Treating Domestic Sewage," i.e. -

          All POTWs

     •    All other generators of sewage  sludge

     •    All entities providing treatment (including commercial blenders,
          commercial fertilizer  manufacturers)

     •    All entities providing disposal (including sludge-only landfills,
          incinerators)
     Parties not required to apply for a permit, but with certain
     Part 503 compliance responsibilities:

     •    Commercial sludge land appliers/haulers, unless designated as a
          TWTDS (subject to some management practices, recordkeeping
          and reporting requirements)

     •    Septage haulers/appliers, unless designated  as a  TWTDS
          (subject to limited  notification and  recordkeeping requirements)

     •    Farmers,  landowners (still must meet site access restrictions
          in some cases)
NOTES:
                                  11-12

-------
                  IMPLEMENTING PART 503
                     THROUGH PERMITS

     When must an application be submitted?

     Current sludge permitting regulations (§ 122.21 (c)) require either:

     •    Within 120 days of applicable use and disposal standards;

         or

         With next NPDES permit application, if sooner.

NOTES:
                             11-13

-------
     IMPLEMENTING PART  503  THROUGH PERMITS

     Proposed expedited rule (May 27, 1992; 57 FR 22197)
     would phase in applications:

     •    Applications within 180 days of promulgation, for facilities
          needing site-specific limits (incinerators and some surface
          disposal sites)

     •    Preliminary screening information within 1 year for
          non-NPDES (sludge-only) facilities

          Applications for TWTDS as their NPDES permits expire

     Status of proposed rule:

     •    Comment period closed June 26

     •    12 comments received; generally  supportive
                                                 X
     •    Publication of final rule expected in November 1992
NOTES:
                                 11-14

-------
                  ADVANTAGES OF A PERMIT

     1.    General/Process Considerations

          •    Provides an effective way to bring newly regulated facilities
               into the program (e.g., sludge-only facilities)

          •    Adds certainty to each party's obligations

          •    Facilitates compliance

          •    Provides a limited defense in legal actions  when permit
               compliance is demonstrated

          •    Allows for public participation and can improve public
               perception

     2.    Experience with self-implementation shows that it
          is not the most effective means of implementation
                                               /
          •    ' No known Federal enforcement actions related to  Part 257

          •    Pretreatment program was recently revised to require
               "individual control mechanisms"  for significant industrial
               users
NOTES:
                                 11-15

-------
                  ADVANTAGES  OF A  PERMIT
                                (continued)

     3.   Permit Content

          •     Site-specific factors

          •     Boilerplate

                     Duty to notify of change in use  or disposal practice
                     Reopener clause
                     Duty to mitigate
                     Duty of proper operation  and maintenance
                     Detailed  monitoring and reporting requirements

          •     Clarify the permittee's responsibilities and relationships with
                additional parties (e.g., address  interstate transfer issues)

                Require pretreatment  programs for non-discharging POTWs

NOTES:
                                 11-16

-------
     THE IMPACT OF  THE FEDERAL  PERMITS ON
               EXISTING STATE PROGRAMS

    •    Background

             Many States already have strong programs
             Many States are operating under interim agreements

         Post 503

             Interim agreements will no longer be valid


         EPA AS THE PERMITTING  AUTHORITY

    •    Currently there are no approved State sewage sludge programs

    •    Sludge data must be sent to EPA Regions

    •    In States where EPA is implementing the NPDES program,
         EPA can simply include the 503 standards into the NPDES
         permits it issues.  It will also issue sewage sludge permits
         to non-NPDES TWTDS.

         In States with approved NPDES programs, the NPDES
         permittee will submit sewage sludge information to the Regional
         EPA office.

NOTES:
                              11-17

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            IMPACTS OF EPA-ISSUED SLUDGE
        PERMITS ON STATE SLUDGE PROGRAMS

         TWTDS will have to comply with both Federal and State
         programs.

         State sludge requirements are superseded if they are less stringent.

         A TWTDS  may need both a State and a Federal permit

         If one program is more comprehensive, a TWTDS must comply
         with the most comprehensive.
   CONTROL OVER CHANGES IN  USE OR DISPOSAL
             PRACTICES THROUGH PERMITS

     •    Permit may address several use or disposal methods
                                           x
     •    Permittees are required to provide notice of changes in use
         or disposal practices

     •    Permits can be modified, revoked and reissued, or terminated
         when there are changes in use or disposal practices
NOTES:
                             11-18

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STORM WATER PERMITTING

-------
                 LEARNING OBJECTIVES




         Storm Water Program Overview




         Industrial Requirements



         Municipal Requirements
NOTES:
                              12-1

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                   WATER QUALITY IMPACTS
              ATTRIBUTABLE TO STORM WATER

           Naturally, pollution from diffuse sources such as runoff from
           agriculture and urban areas are the leading causes of water quality
           impairment

           Diffuse pollution sources are increasingly important as controls
           for industrial process dischargers and POTWs are implemented

           38 States have reported urban runoff as a major cause of use
           impairment

           21 States report construction site runoff as  a major cause of use
           impairment

           In some municipalities, illicit connections to separate storm sewers
           have had a significant adverse impact. Removing illicit discharges
           presents opportunities for dramatic improvement in the quality
           of storm water discharges from urban areas.

           One study showed that 14% of the buildings studied within a
           drainage basin had improper connections to storm sewers;
           connections approved when the structures were built.
NOTES:
                                     12-2

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    CLEAN WATER ACT REQUIRES PHASED APPROACH
      FOR PERMITTING STORM WATER DISCHARGES

          Prior to 10/1/92, storm water permits are only required for:

               Storm water regulated under an existing permit
               Storm water that is associated with an industrial activity
               Storm water that is discharged from municipal separate
               storm sewers serving 100,000 or more persons
               Administrator or State Director may designate, for permitting,
               storm water discharges contributing to a violation of water
               quality standards or which are significant contributors of
               pollutants

     •    All other storm water discharges are the subject of 2 EPA studies,
          and subsequent regulation after 10/1/92
NOTES:
                                12-3

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     STORM WATER DISCHARGE ASSOCIATED WITH
                   INDUSTRIAL ACTIVITY

     •    Discharge from any conveyance which is used for collecting
         and conveying storm water

     •    Directly related to manufacturing, processing, or raw materials
         storage areas

     •    Located at an industrial plant

         Other industrial facilities and operations
   APPLICATION REQUIREMENTS FOR STORM WATER
             DISCHARGES ASSOCIATED WITH
                   INDUSTRIAL ACTIVITY

    •    Discharges of storm water associated with industrial activity are
         required to either:

             Apply for an individual permit (Form 2F),

             Apply for a permit through a group application, or

             Seek coverage under a storm water general permit
             using notice of intent
NOTES:
                              12-4

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           INDUSTRIAL STORM WATER PERMIT
                 APPLICATION DEADLINES
   Individual:
   October 1,1992
   Group:
       Parti
 September 30,1991
Review Period
   60 days
    Parti
October 1,1992
   General Permit NOI
   Non-Construction:
Existing: No later
than October 1,1992
New: 48 hrs. before
discharge
   General Permit NOI
   Construction:
Existing: No later
than October 1,1992
New: Before
construction starts
   Estimated coverage: 100,000 facilities
      STATUTORY REQUIREMENTS FOR INDUSTRIAL
                  STORM WATER PERMITS
         Permits must require the achievement of CWA 301 [effluent
         limitations (BAT/BCT)] and water quality-based limitations

         Permitted industries must continue to meet all existing
         requirements of CWA 402
NOTES:
                            12-5

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    MUNICIPAL SEPARATE STORM SEWER SYSTEMS

         Large system • serving a population of 250,000 or more

         Medium system - serving a population of 100,000 or more, but less
         than 250,000
     MUNICIPAL PERMIT APPLICATION DEADLINES

Medium
Municipalities
Large
Municipalities
Parti
May 18, 199;
i

r
November 18,
1991
Review Period
90 Days
90 Days
Part 2
May 17, 1993
November 16,
1992
   Estimated coverage: 173 Cities and 47 Counties
NOTES:
                            12-6

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     STATUTORY REQUIREMENTS FOR MUNICIPAL
      SEPARATE STORM SEWER SYSTEM PERMITS
        System or jurisdiction-wide permits allowed

        Effectively prohibit non-storm water discharges into storm
        sewers

        Controls to reduce discharge of pollutants to MAXIMUM EXTENT
        PRACTICABLE (MEP)
NOTES:
                          12-7

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COMBINED SEWER OVERFLOW (CSO)
         PERMITTING

-------
                 LEARNING OBJECTIVES



        CSO Overview



        Permitting Requirements
NOTES:
                            13-1

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                                 cso
                               Definition

      CSOs are flows from a combined sewer in excess of the interceptor
     or regulator capacity that are discharged into a receiving water without
     going to a Publicly Owned Treatment Works (POTW).

     •    CSOs are point sources

     •    CSOs are not bypasses

     •    CSOs are not subject to secondary treatment regulations

          CSOs are subject to BCT and BAT and State water
          quality standards
NOTES:
                                  13-2

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                                Typical Combined Sewer System Configuration
CO
I
co
       Stormwater
       connections
Sanitary
connections
                                     /     Sump
                                           opening
                                                                      Overflow

                                                                  Receiving Water
                       To wastewater
                       treatment plant

-------
CSO URBANIZED AREAS
        13-4

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           CSO PERMIT APPLICATION FORMS




        Form 2A - Permitted in conjunction with a POTW



        Form 2C - Permitted separately from a POTW
NOTES:
                             13-5

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                          CSO PERMITS




          Permit issuance



          Minimum technology-based limitations



          Additional CSO control measures



          Monitoring
NOTES:
                                 13-6

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              MINIMUM BCT/BAT LIMITATIONS

     •     Prohibition of dry weather overflows;

     •     Proper operation and regular maintenance programs for the
          sewer system and combined sewer overflow points;

     •     Maximum use of the collection system for storage;

          Maximization of flow to the POTW for treatment;

          Review and modification of pretreatment programs to assure
          CSO impacts are minimized; and

     •     Control of solid and floatable materials in CSO discharges.

NOTES:
                                  13-7

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SPECIAL PERMIT CONDITIONS

-------
                  LEARNING OBJECTIVES




         Additional nonregulatory monitoring



         Compliance schedules in permits



         Best management practices
     ADDITIONAL NONREGULATORY MONITORING




         Used to supplement controls



         Used to collect data for future limit development
NOTES:
                             14-1

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                  COMPLIANCE SCHEDULES

          40 CFR §122.47

               Allows for establishing schedules of compliance that lead to
               compliance with CWA and regulations

               Interim dates if schedule exceeds 1 year from permit
               issuance

               Reporting 14 days following each interim date
NOTES:
                                   14-2

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               BEST MANAGEMENT PRACTICES
                    LEGISLATIVE AUTHORITY

           Section 304(e)

                The Administrator.. .may publish regulations supplemental
                to effluent limitations for a class or category of point
                sources for toxic or hazardous pollutants under Section 307(a)
                or 311 of the Act to control:

                     Plant site runoff
                     Spillage or leaks
                     Sludge or waste disposal
                     Drainage from raw material storage

           .. .which are associated with or ancillary to the industrial
           manufacturing or treatment process and may contribute
           significant amounts of such pollutants to navigable waters.

           Section 402(a)(l)
                                            X'
                In the absence of BMPs promulgated for a category of point
                sources (such as steel mills, petroleum refiners, etc.) under
                authority of Section 304(e), permit writers may use the authority
                of Section 402(a)(l) to place BMPs in permits on a case-by-case
                basis
NOTES:
                                  14-3

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                        USE BMPs WHEN...

          Numerical limits are infeasible

          In lieu of chemical analysis

          Where history of leaks and spills exists

          Housekeeping is sloppy

          Facility is complex and toxic pollutant data lacking

          Other options are too t xpensive
                    BMPs IN NPDES PERMITS

          BMP plan

          Site-specific BMPs

               Facility-specific
               Pollutant-specific
NOTES:
                                  14-4

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        MINIMUM REQUIREMENTS OF A BMP PLAN

     •    General requirements

               Name and location of facility
               Statement of BMP policy and objectives
               Review by plant manager

     •    Specific requirements

               BMP committee
               Risk identification and assessment
               Reporting of BMP incidents
               Materials compatibility
               Good housekeeping
               Preventive maintenance
               Inspections and records
               Security
               Employee training

                                           -X
                            BMPs ARE...

     •    Flexible

          Procedural

     •    Qualitative

          Most effectively used in conjunction with effluent limitations
          in permits

NOTES:
                                  14-5

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                           FLEXIBLE




          Visual inspections,



          Non-destructive testing, or



          A dike or berm
                         PROCEDURAL




          Conduct routine training



          Maintain maintenance logs



          Perform routine wall-thickness testing
                         QUALITATIVE



          BMPs generally tell how or what, not how much
                  BUT BMPS ALSO MAY BE:




          Construction




          Instrumentation




          Monitoring




          Operation and maintenance
NOTES:
                                14-6

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                        BMPs SHOULD NOT:




           Substitute for quantitative controls



           Tell managers how to run their plants



           Require costly methods when inexpensive ones will suffice
                           GENERIC BMPs
           Preventive maintenance



           Water conservation/non-use



           Secondary containment



           Nondestructive testing



           Materials engineering



           Materials handling



           Visual inspections



           Covering



           Sealing



           Packaging



           Waste stream segregation
Source elimination



Good housekeeping



Alarm systems



Diverting



Paving



Runoff control



Sludge management



Training



Monitoring



Security
NOTES:
                                    14-7

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14-8

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160A/Disk #1 - 11/4/91 - 1:25 PM
                      NPDES
          Best Management Practices
          GUIDANCE DOCUMENT
            U.S. Environmental Protection Agency
           Office of Water Enforcement and Permits
              NPDES Technical Support Branch

                       June 1981
                        14-9

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160A/Disk #1 - 11/4/91 - 1:26 PM

                                     PREFACE

     During the period June 13,  1978, to February 26, 1979, Hydroscience, Inc., under
Contract No.  68-03-2568 to the Environmental Protection  Agency  (EPA), gathered
information leading to the identification of best management practices (BMPs) currently used
by industry.  The result of the data gathering and analysis by Hydroscience, Inc. was a draft
report entitled "NPDES Best Management Practices Guidance Document" EPA  600/9-79-
045. In response to keen public interest in the draft report, EPA made the report available to
the public and provided a 45-day comment period.  The comment period subsequently was
extended twice, resulting in a total 120-day comment period on the report.  After evaluating
the comments received, EPA revis< d the draft report, and published the final document. This
document supersedes the Hydrosci tnce draft report dated December,  1979.
                                       14-10

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160A/Disk#l - 10/18/91 - 1:21 PM

                                     ABSTRACT

     The purpose of this document is to assist National  Pollutant Discharge Elimination
System (NPDES) permitting  authorities, compliance officers,  and permit applicants to
develop Best Management Practices (BMP) plans for industry. BMPs are authorized under
the 1977 Clean Water Act for the control of discharges to receiving waters of significant
amounts of any pollutant listed as hazardous under Section  311  of the Act or toxic under
Section 307 of the Act from activities which are associated with or ancillary to industrial
manufacturing or treatment processes.  The general types of discharges to be controlled by
BMPs are plant site runoff, spillage and leaks, sludge and waste disposal and drainage from
material storage areas.

     This document provides  a basis for developing BMP  plans.  The proper use of the
document requires engineering experience with industrial manufacturing and treatment
processes and knowledge  of current laws and regulations applicable to NPDES permits, BMP
plans, and Spill Prevention, Control, and Countermeasure (SPCC) plans.

     The guidance herein is based on a review by Hydroscience, Inc. (EPA Contract No. 68-
03-2568) of current practices used by industry to control the non-routine discharge of toxic
                                                    _/
pollutants and hazardous substances.  Included in the review are published articles  and
reports, technical  bulletins (also termed material safety data sheets) on specific compounds,
and discussions with industry through telephone contacts, written questionnaires,  and  site
visits.
                                        14-11

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 160A/Disk #1 - 10/18/91 - 1:24 PM

                                     SECTION I
                                   INTRODUCTION

 BACKGROUND
     The Federal Water Pollution Control Act Amendments of 1972 established the objective
 of restoring and maintaining the chemical, physical, and biological integrity of the Nation's
 waters.  This objective has remained unchanged  in  the 1977 amendments to  the Act,
 commonly  referred to as the Clean Water Act of 1977, hereinafter "the Act." To achieve this
 end, the Act sets forth a series of goals,  including the goal of eliminating  the discharge of
 pollutants into navigable waters by 1985. The principal mechanism for reducing the discharge
 of pollutants from point source is through  implementation of the National Pollutant Discharge
 Elimination System (NPDES) established by Section 402 of the Act.

     At the time of first round  NPDES permit issuance, conventional pollutants (BOD, pH,
 TSS, etc.) were considered the parameters which most urgently needed controls.  In second
 round permitting, however, the Agency emphasis is shifting from the  conventional pollutants
 to the control of toxic pollutants and hazardous substances.

     Traditionally,  NPDES permits  have contained chemical-specific numerical effluent
 limits.  Effluent guidelines are not always available  to prescribe these effluent limits nor to
 guarantee water quality sufficient for the  protection of indigenous aquatic life. To improve
 water  quality, the  Act provides for  water  pollution controls supplemental to effluent
 limitations guidelines.  Best Management Practices (BMPs) are one such supplemental
 control. Pursuant to sections 304 and 402 of  the Act, BMPs  may be incorporated as permit
 conditions.  In the context of the NPDES program, BMPs are actions or procedures to prevent
 or minimize the  potential  for the release of toxic pollutants or  hazardous  substances in
 significant  amounts to surface waters.  BMPs, although normally qualitative, are expected to
 be most effective when used in conjunction with numerical effluent limits in NPDES permits.

 STATUTORY AUTHORITY
     Section 304(e) of the Act authorized the  Administrator to publish regulations to control
discharges  of significant amounts of toxic pollutants listed under Section 307 or hazardous
 substances  listed  under Section 311 from activities which the Administrator determines are
 associated  with  or ancillary to  industrial manufacturing or treatment processes.   The
discharges  to be controlled by BMPs are plant site runoff, spillage or leaks, sludge or waste
disposal, and drainage from raw material storage.
                                        14-12

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160A/Disk #1 - 10/18/91 - 1:24 PM

     Section 402(a)(l)  of the Act allows the Administrator to prescribe conditions in a
permit determined necessary to carry out the provisions of the Act.  BMPs are one such
condition.

     BMPs are intended to complement other regulatory requirements imposed  by RCRA,
OSHA, the Clean Air Act,  and SPCC plans for hazardous substances under the Clean Water
Act. Pursuant  to Section 311 of the Act, EPA has proposed (40 CFR Part 151) requirements
for SPCC plans to prevent discharges of hazardous substances from facilities subject to
NPDES permitting requirements.  The guidelines proposed for hazardous substances SPCC
plans are very  similar to those required for oil SPCC plans in the Oil Pollution  Prevention
Regulations, (40 CFR Part 112).   Since the Agency has received favorable  comments about
the Oil Pollution Prevention Regulations, the  NPDES BMP regulation has been structured to
be similar to the oil SPCC regulation.

BMP REGULATORY HISTORY
     On September 1, 1978, EPA proposed regulations (43 FR 39282) addressing the use of
procedures to  control discharges  from activities associated with or  ancillary to industrial
manufacturing  or treatment processes.  The proposed rule indicated how best management
practices would be imposed in NPDES permits to prevent the release of toxic and hazardous
pollutants to surface waters. The proposed  regulation 'was incorporated as "40 CFR Pan
125, Subpart L - Criteria and Standards for  Best Management Practices Authorized Under
Section  304(e) of the Act" on the August 21,  1978, proposed NPDES regulations (43 FR
37078).  A 60-day comment period on proposed Subpart L was provided.

     After  evaluating the  comments received on  the proposed regulation, EPA revised
Subpart L and  promulgated the regulation as Subpart K (44 FR 32954-5) on June 7, 1979.
Industries regulated by Subpart K were to develop a BMP program and submit the program
with their permit application. Subpart K stated that information on the development of BMP
programs was  contained in a publication entitled  "NPDES Best Management Practices
Guidance Document."  Subpart K was to become effective on August 13,  1979.  However,
publication of  the report was delayed beyond August 13,  1979.  Therefore, on August 10,
1979, EPA deferred applicability of the BMP portions of the NPDES regulations until 60 days
after publication in the Federal Register of a notice of availability of the final document (44 FR
47063).  EPA announced on March 20, 1980 the availability of the draft report and provided a
45-day comment period  (45 FR 17997), which subsequently was extended twice, resulting in
a 120-day comment period  on the  report. Based on public comments on the draft report and
                                       14-13

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160A/Disk #1 - 10/18/91 - 1:24 PM


further discussion with industry, the Agency revised the draft report and published this
guidance document.

FINAL BMP REGULATION
                                  [Reserved]

FINAL GUIDANCE DOCUMENT
                                  [Reserved]
                                    14-14

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160A/Disk #1 - 10/18/91 - 1:25 PM

                                    SECTION II
                         USE OF THE GUIDANCE DOCUMENT

     This document should be used for guidance in developing BMP plans.  The document is
not intended to specify site-specific or pollutant-specific BMPs.  As its name suggests, the
NPDES Best Management Practices Guidance Document is to be considered guidance by
NPDES permitting  authorities, compliance officers, permit applicants and permittees  and
should be used in a flexible manner in the formulation of BMP plans. Consequently, the
document identifies elements of each specific requirement that should be considered in the
development of the  BMP plan, but does not require that each element be included in every
facility's BMP plan.

     In utilizing this document to develop a BMP plan, the applicant/permittee is encouraged
to use the  most cost-effective and innovative  techniques to  fit the  particular facility or
circumstances. The  format and content of a BMP plan may vary from site to site and industry
to industry, depending upon the specific situation. In addition, an applicant/permittee may
add, delete, or modify the elements of the specific requirements presented in the document
where equivalent results can be attained.

     If an  applicant/permittee needs assistance to develop a BMP plan,  he or she may
contact the appropriate permit issuing authority for advice.  The permitting authority, as
necessary, may seek assistance from the Technical  Program Development  Section of the
NPDES Technical Support Branch in Washington, D.C.
                                       14-15

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 160A/Disk #1 - 10/18/91 - 1:51 PM

                                      SECTION m
                                      BMP PLANS

 SCOPE
     The activities which are associated with or ancillary to the industrial manufacturing or
 treatment process are subject to BMPs.  For brevity, all such activities are referred to as
 "ancillary sources." The ancillary sources  at the  plant should be examined to determine if
 there is a reasonable potential  for equipment failure (e.g., spillage or  leakage), natural
 conditions  (e.g., plant site  runoff or drainage from raw  material  storage), or  other
 circumstances  (e.g., sludge or waste disposal) which could  result  in  the  discharge of a
 significant amount of toxic pollu :ants or hazardous substances to receiving waters.  The
ancillary sources are divided for
iscussion in this document into five categories:  material
storage areas; loading and unload ng areas; plant site runoff; in-plant transfer, process, and
material handling areas; and sludge and hazardous waste disposal areas.

     Material storage areas include storage areas for toxic and hazardous chemicals as raw
materials, intermediates, final products or byproducts.  Included  are:  liquid storage vessels
that range in size from large tanks to 55-gallon drums; dry storage in bags, piles, bins, silos,
and boxes; and gas storage in tanks and vessels.
                                                         s'
     Loading and unloading operations involve the transfer of materials to and from trucks or
railcars but not in-plant transfers. These operations include pumping of liquids or gases from
truck or railcar to a storage facility or vice versa, pneumatic transfer of dry chemicals to or
from the loading or unloading vehicle, transfer by mechanical conveyor systems, and transfer
of bags, boxes, drums, or other containers from vehicles by fork-lift trucks or other materials
handling equipment.

     Plant runoff is generated principally from rainfall on a plant site. Runoff from material
storage areas, in-plant transfer areas, loading and unloading areas, and sludge disposal sites
potentially could become contaminated with toxic pollutants and hazardous substances.
Heavy metals from sludge disposal sites are of special concern.  Fallout, resulting from the
plant air emissions which settle on the plant site, may also contribute to contaminated runoff.
Contaminated runoff may reach a receiving body of water through  overland flow, drainage
ditches, storm or noncontact  cooling water sewers, or overflows from combined sewer
systems.
                                         14-15

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160A/Disk #1 - 10/18/91 - 1:51 PM

     In-plant transfer areas, process areas, and material handling areas encompass  all in-
plant transfer operations from raw material to final product. Various operations could include:
transfer of liquids or gases by pipelines with appurtenances such as pumps, valves, and
fittings; movement of bulk materials by mechanical conveyor-belt systems; and fork-lift truck
transport of bags, drums, and bins. All transfer operations within the process area  with a
potential for release of toxic pollutants and hazardous substances to other than the process
waste water system are addressed in this grouping.

     Sludge and hazardous waste disposal  areas are potential sources of contamination of
receiving waters.  These operations include landfills, pits, ponds, lagoons, and deep-well
injection sites.  Depending on the construction and operation of these sites there may  be a
potential for leachate containing  toxic pollutants or hazardous  substances  to  seep  into
groundwater, eventually reaching surface waters, or for liquids to overflow to surface  waters
from  these  disposal operations.   BMP  requirements  are  not  intended to  duplicate the
requirements of RCRA.  Actions taken for compliance with RCRA may be referenced in the
BMP plan.

MINIMUM REQUIREMENTS
     BMPs may include some of the same  practices used by industry for pollution control,
SPCC plans for oil and hazardous  substances, safety programs, fire protection, protection
against loss  of valuable raw materials or products, insurance policy  requirements or public
relations. The minimum requirements of a BMP Plan are listed in Table 1 and are divided into
two categories:  general requirements and specific requirements.

                   Table 1.  Minimum Requirements of a BMP Plan

A.  General Requirements
     1.   Name and location of facility
     2.   Statement of BMP policy and objectives
     3.   Review by plant manager
B.  Specific Requirements
     1.   RMP Committee
     2.   Risk Identification and Assessment
     3.   Reporting of BMP Incidents
     4.   Materials Compatibility
     5.   Good Housekeeping

                                     =   14-17

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160A/Disk #1 - 10/18/91 - 1:51 PM

     6.  Preventive Maintenance
     7.  Inspections and Records
     8.  Security
     9.  Employee Training

GENERAL REQUIREMENTS
     The  BMP plan should be organized and described in an orderly narrative format and
should be reviewed by the plant engineering staff and plant manager.  A description of the
facility, including the plant name, the  type of plant, processes used, and the products
manufactured should be included in the BMP plan. A map showing the location of the facility
and the adjacent receiving waters also should be part of the plan.  Specific objectives for the
control of toxic pollutants and hazardous substances should be included in the statement of
corporate policy.

SPECIFIC REQUIREMENTS
     Each of the 9 specific requirements listed in Table 1 should be addressed in the BMP
plan.  The size and complexity of the BMP plan will vary with the corporate environmental
policy, size, complexity, and location of the facility, among other factors. It is anticipated that
the length and detail of the BMP plan will be commensurate  with the quantity of toxic and
hazardous chemicals onsite and their opportunity for discharge. A fundamental concept of the
BMP plan is determining the potential for toxic and hazardous chemicals to reach receiving
waters and taking appropriate preventive measures.

     Discussions of the specific requirements are presented on the  following pages.  Each
specific requirement contains important elements that should  be considered in developing a
BMP plan.  All elements may not be  applicable to all facilities.  Elements should be added,
deleted, or modified to fit  the needs of a particular facility. Permittees are encouraged to use
innovative techniques to achieve equivalent results.

1.  BMP Committee
     The BMP Committee is that group of individuals within the  plant organization which is
responsible for  developing  the  BMP  plan and  assisting the  plant management in  its
implementation,  maintenance, and updating. Thus,  the Committee's  functions are similar to
those of a plant fire prevention or safety committee.
                                        14-10

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160A/Disk #1 - 10/18/91 - 1:51 PM

     The scope of activities and responsibilities of the BMP Committee should include all
aspects of  the facility's BMP plan, such as identification of toxic and hazardous materials
handled in the plant;  identification of potential spill sources;  establishment of incident
reporting procedures; development of BMP inspection and records procedures;  review of
environmental incidents to determine and implement necessary changes to the BMP plan;
coordination of plant incident response, cleanup and notification of authorities; establishment
of BMP training for plant personnel; and aiding interdepartmental coordination in carrying out
the BMP plan.

     Other Committee duties  could include  review of new construction and changes in
processes and procedures at the  facility relative to spill  prevention and control.  The
Committee can also periodically evaluate the effectiveness of the overall BMP plan and make
recommendations to management on BMP-related matters.

     Plant  management has overall responsibility for the BMP plan. The plan should contain
a clear statement of the management's policies and  responsibilities related  to BMPs.
Authority and responsibility for immediate action in the event of a spill should  be clearly
established and documented in the BMP plan,  with the Committee indirectly involved in that
responsibility.  The Committee should advise management on the  technical  aspects of
environmental incident control, but  should  not impede the decisionmaking process for
preventing  or mitigating spills and incidents.

     The size and composition of the BMP Committee should be  appropriate to the size and
complexity of the plant and the specific toxic and hazardous chemicals handled at the plant.
Facility personnel knowledgeable in spill control and waste  treatment such  as environmental
specialists, production foreman, safety and health specialists, and treatment plant supervisor
should be included.  In some small plants, the Committee might consist of the one manager or
engineer assigned responsibility for environmental  control.  For very small facilities, the
Committee function might even have to be fulfilled by competent engineers or managers from
the corporate staff or the nearest large plant.

     A list of personnel on the BMP Committee should be included in the BMP plan. The list
should  have  the office and home  telephone  numbers of the Committee members and the
names and  phone numbers of backup or alternate people.
                                        14-19

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 160A/Disk #1 - 10/18/91 - 1:51 PM


     Elements of the "BMP Committee," listed below, should be considered in developing a
 BMP plan:

     •  Inclusion of facility personnel knowledgeable in spill control, safety and health, and
        waste treatment such as environmental specialists, production foreman, occupational
        safety and health  specialists, and treatment plant supervisor.
     •  Responsibility for:
        - Providing assistance to plant management for developing a  BMP plan
        - Providing  assistance to plant management in implementing,  maintaining,  and
          updating the BMP plan
        — Identifying toxic and hazardous substances
        — Identifying potential spill sources
        - Establishing BMP incident reporting procedures
        - Developing BMP inspections and records procedures
        - Reviewing environmental incidents
        - Coordinating plant incident response, cleanup, and notification procedures
        — Establishing BMP training for plant and contractor personnel
        - Providing assistance for interdepartmental coordination in carrying out the BMP
          plan
        — Reviewing new construction and changes in processes and  procedures
        - Evaluating the effectiveness of the BMP plan
        - Making recommendations to management  in support of corporate policy on BMP-
          related matters.

2.  Risk Identification and Assessment
     The areas of the plant subject to BMP requirements should be identified by the BMP
Committee, plant engineering group, environmental  engineer, or  others in the plant.  Each
area should be examined  for the potential risks for  discharges to receiving waters of toxic
pollutants or hazardous substances from ancillary sources.  Any existing physical means
(dikes, diversion ditches, etc.) of controlling such discharges also should be identified.

     The areas described above should be clearly indicated on a plant plot plan or drawing. A
simplified materials flowsheet showing major process operations can be used to indicate the
direction and quantity of materials flowing from one area to another.  The direction of flow of
potential spills and surface runoff could also be estimated based on site topography and
indicated on the plant site drawings. Dry chemicals  which are toxic  pollutants or hazardous
substances should be evaluated if they have the potential to reach navigable waters in
significant quantities via rainfall runoff, for example.
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     A hazardous substance and toxic chemical (materials) inventory should be developed
as a part of the "Risk Identification and Assessment."  The detail of the materials inventory
should be proportionate to the quantity of toxic pollutants and hazardous substances on site
and their potential for reaching the receiving waters. For example:


     1.  The plant has determined that materials stored in bulk quantities at a tank farm
         have a high potential for reaching the receiving waters in the event of structural
         failure or overfills. Therefore, the materials inventory for the tank farm should be
         detailed, and should provide the identity, quantities, and locations of each material.
     2.  The plant has determined that materials  stored in  small quantities at the research
         laboratory have a low potential for reaching the receiving waters.  Therefore, the
         materials inventory for the laboratory  could be minimally detailed, and may not
         include the  identity, quantity, or location of each material but might include an
         estimate of  the total quantity of  toxic  and hazardous materials stored and would
         provide the location of the laboratory. The rational for the "low risk" nature of the
         laboratory would be provided in this part of the BMP plan.
     3.  The plant has  determined that  materials  used in  a  batch operation  in the
         manufacturing process have a high potential for reaching the receiving water.  The
         plant supplies a  variety of products through the batch operation process to
         accommodate fluctuations in public demand.  Consequently, the materials used for
         the batch process vary from week to week, oftentimes unexpectedly.  Therefore, the
         materials inventory for the batch  operation should be detailed but remain flexible.
         The inventory might include the identification of each material expected for use, and
         the maximum quantity of material that the batch process can handle.  The materials
         inventory could  be updated to include any material  substitutions unanticipated at
         the time of the original inventory.


     The examples above  illustrate the flexibility of the materials inventory.  A materials
inventory should be part of the "Risk Identification and Assessment" of every BMP plan but
the detail of the inventory will vary with the size and complexity of the plant, the quantities of
toxic and hazardous chemicals on site and  the potential for those materials to reach  surface
waters. Determining the potential for  incidents reaching receiving waters  as well  as the
detail needed for the materials inventory requires  sound engineering judgment.


     The materials inventory and other useful technical information should be  made available
to the  BMP Committee but  may require separate  filing from the BMP plan documents to
protect proprietary information or trade secrets.  These data may include physical, chemical,
lexicological,  and health information (e.g.,  technical bulletins or material safety data sheets)
on the toxic pollutants and hazardous substances handled; the quantities involved in  various
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operations or ancillary sources; and  the prevention, containment, mitigation, and cleanup
techniques that are used or would be used in the event of a discharge.

     Materials planned for future use in the plant should be evaluated for their potential to be
discharged in  significant amounts to receiving waters. Where the potential is high, the same
type of technical data described above should be obtained.

     Elements of "Risk  Identification and Assessment," listed below, should be considered
in developing a BMP plan:

     • Identification of areas of thj plant subject to BMP requirements
     • Examination of identified a eas for potential risks of BMP incidents reaching receiving
       waters
     • Identification of existing site-specific or pollutant-specific containment measures
     • Plant plot plans or drawings that clearly label the identified areas
     • Simplified flowsheet(s) of the major process operations
     • Estimation of the direction of flow of potential discharges toward navigable waters
     • Evaluation of the potential  for materials planned for future use to be discharged to
       receiving waters in significant amounts.
     • Materials inventory system tailored to the need of the particular facility
     • Physical, chemical, lexicological, and health information on the  toxic and hazardous
       chemicals on site.

3.  Reporting of BMP Incidents
     A BMP  incident reporting system is used to keep records of incidents such as spills,
leaks,  runoff, and other improper discharges for  the  purpose of minimizing  recurrence,
expediting mitigation or cleanup activities, and complying with legal requirements. Reporting
procedures defined by the BMP Committee should include notification of a discharge to
appropriate plant personnel to initiate immediate action; formal written reports for review and
evaluation by management  of the BMP  incident and revisions to the  BMP plan;  and
notification as required by law  to governmental and environmental agencies in the event that
a spill or other reportable discharge reaches  the surface waters.

     The  reporting system should  designate the avenues of reporting  and the  responsible
company and government officials to whom the incidents would be reported.  A list of names,
office telephone numbers, and residence telephone numbers of key employees in  the order of
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responsibility should be utilized when necessary for immediate reporting of BMP incidents to
plant management for implementation of emergency response plans.

     A communications  system should be designated and available for notification of an
impending or actual BMP incident.  Reliable communications with the person or persons
directly responsible would expedite immediate action  and countermeasures to prevent
incidents or to contain and mitigate discharged chemicals.  Such a communication system
could include telephone or radio contact between transfer operations, and alarm systems  that
would signal the location of an incident. Provisions to maintain communications in the event
of a power failure should be addressed.

     Written reports on all BMP incidents should be  submitted to the plant's BMP
Committee and plant management for review. Written reports should include  the date  and
time of the discharge, weather conditions, nature of the materials involved, duration, volume,
cause, environmental problems, countermeasures taken, people and agencies notified,  and
recommended revisions, as appropriate, to the BMP  plan, operating procedures, and/or
equipment to prevent recurrence.

     Procedures and key  data should be outlined for necessary reporting or BMP incidents to
federal, state, and local regulatory authorities. In some circumstances, voluntary reporting to
authorities  such as municipal sewage treatment works, drinking water treatment plants,  and
fish and wildlife commissions may be desirable.  The  plant individuals  responsible for
notification should be listed.   Pertinent telephone numbers should be  listed for those
individuals in the plant and those in the agencies to be notified.  The phone  numbers should
be reviewed periodically for accuracy and might actually be used in the course of a "spill
drill."

     Elements  of "Reporting  of BMP Incidents," listed below, should be considered in
developing a BMP plan:

     • Maintenance of records of incidents through formal reports for internal review
     • Notification as  required by law to governmental and environmental  agencies should
       an incident occur
     • Procedures for notifying  the appropriate plant  personnel and taking preventive or
       mitigating actions
     • Identification of responsible company and  government officials
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     •  A list of names, office telephone extensions, and residence telephone numbers of key
        personnel
     •  A communications system for reporting incidents in-plant (i.e., telephone, alarms,
        radio, etc.).

4.  Materials Compatibility
     Incompatibility of materials can cause equipment failure resulting from corrosion, fire, or
explosion.  Equipment failure can be prevented by ensuring that the materials of construction
for containers handling hazardous substances or toxic  pollutants  are compatible with the
containers' contents and surrounding environment.

     Materials  compatibility encompasses three aspects:  compatibility of the chemicals
being handled with the materials of construction of the container, compatibility of different
chemicals upon mixing in a container, and compatibility of the container with its environment.
The specific requirement of materials  compatibility  in the BMP plan  should provide
procedures to address these three aspects in the design and operation of the  equipment on
site handling toxic and hazardous materials.

     The BMP documentation on materials compatibility should recognize the  engineering
practices already used in the plant, and should summarize  these existing practices with
regard to corrosion and other aspects of material compatibility. Specific consideration should
be given to procedures and practices delineating the mixing of chemicals and the prohibition of
mixing of incompatible chemicals which might result in fire, explosion, or unusual corrosion:
Thorough cleaning of storage vessels and equipment before being used for another chemical
should  be  standard practice  to ensure  that  there is no residual of a chemical  that is
incompatible with the second, or later, chemical to be used. Coatings or cathodic protection
should be considered for protecting a buried pipeline or storage tank from corrosion.

     Where  applicable, material testing procedures  should be described.    Proposed
substitutions for currently used toxic or hazardous chemicals should be studied to determine
whether the construction  materials of the existing containers  are  compatible with the
proposed new conditions.  The procedures utilized  by the plant or an outside contractor to
perform the materials compatibility study should be  documented.  Materials compatibility
aspects  of waste disposal  which are covered by the RCRA hazardous waste regulations
should be referenced in the BMP plan.
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     Elements of  "Materials  Compatibility,"  listed below,  should  be considered  in
developing a BMP plan:

     • Evaluation of process changes or revisions for materials compatibility
     • Incorporation of existing engineering practices for materials of construction, corrosion,
       and other aspects of materials compatibility
     • Evaluation of procedures for mixing of chemicals and of possible incompatibility with
       other chemicals present
     • Cleansing of vessels and transfer lines before they are used for another chemical
     • Use of proper coatings and cathodic protection on buried pipelines if required to
       prevent failure due to external corrosion.

5.  Good Housekeeping
     Good housekeeping is essentially the maintenance of a rlean, orderly work environment
and contributes to the overall facility pollution control effort.  Periodic training of employees on
housekeeping techniques for those plant areas where the potential exists  for BMP incidents
reduces the possibility of incidents caused by mishandling of chemicals or equipment.

     Examples of good  housekeeping include neat and orderly storage of bags, d urns, and
piles of chemicals; prompt cleanup of spilled liquids to prevent significant runoff to navigable
waters, sweeping,  vacuuming, or other cleanup  of accumulations of dry  chemicals  as
necessary to  prevent them from  reaching receiving waters; and provisions  for  storage of
containers or drums  to keep them from protruding into open walkways or pathways.

     Maintaining employee interest in good housekeeping is  a vital pan of the BMP plan.
Methods for maintaining good housekeeping goals could include housekeeping inspections by
supervisors and higher management; discussions of housekeeping at meetings; and publicity
through posters, suggestion boxes,  bulletin boards, slogans, incentive programs, and
employee publications.

     Elements of "Good Housekeeping," listed below, should be considered in developing a
BMP plan:

     • Neat and orderly storage of chemicals
     • Prompt removal of spillage
     • Maintenance of dry and clean floors by use of brooms, vacuum cleaners, etc.
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     • Proper pathways and walkways and no containers and  drums that protrude onto
       walkways
     • Minimum accumulation of liquid and solid chemicals on the ground or floor
     • Stimulation of employee interest in good housekeeping.

6.  Preventive Maintenance
     An  effective  preventive maintenance (PM)  program is important to prevent BMP
incidents. A PM program involves inspection and testing of plant equipment and systems to
uncover  conditions which could  cause breakdowns or failures  with resultant  significant
discharges of chemicals to receiving waters. The program should prevent breakdowns and
failures by adjustment, repair, or replacement of items.  A PM  program should include a
suitable records system for scheduling tests and inspections, recording test results, and
facilitating corrective action.  Most plants have existing PM programs which provide a degree
of environmental protection.  It is not the intent of the BMP plan to require development of a
redundant PM program.  Instead, the objective is to have qualified  plant personnel (e.g., BMP
Committee, maintenance foreman, environmental engineer) evaluate the existing plant PM
program  and recommend  to management those changes, if any, needed to address BMP
requirements.

     A good PM program should include the following:  (1) identification of equipment or
systems to which the PM program should apply (2) periodic inspections or tests of identified
equipment and systems; (3) appropriate adjustment, repair, or replacement of items; and (4)
maintenance of complete PM records on the applicable equipment and systems.

     The BMP  plan documentation on PM may include a list of procedures, examples of
recordkeeping, a list of the principal systems to which the  PM program is applicable, and
directions for obtaining the records for any particular system included or referenced in the
BMP plan.  In general, it will be adequate to reference in the BMP plan the scope and location
of existing PM procedures and records applicable to the PM specific requirements.

     Elements  of  "Preventive Maintenance," listed  below,  should be  considered in
developing a BMP plan:

     • Identification of equipment and systems to which the PM program should apply
     • Periodic inspections of identified equipment and systems
     • Periodic testing of such equipment and systems

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     • Appropriate adjustment, repair, or replacement of parts
     • Maintenance of complete PM records on the applicable equipment and systems.

7.  Inspections and Records
     The purpose of the inspection and records system is to detect actual or potential BMP
incidents. The BMP plan should include written inspection procedures and optimum time
intervals between inspections.  Records  to show the completion date and results of each
inspection should be signed by the appropriate supervisor and maintained for a period of three
years.  A tracking  (follow-up) procedure  should be instituted to assure that adequate
response and corrective action have been taken. The recordkeeping portion of this system
can be combined with the existing spill reporting system in the plant.

     While plant security and other personnel may  frequently and routinely inspect the plant
for BMP incidents, these people are not necessarily capable of assessing the potential for
such  incidents.   Thus  certain inspections  should  be assigned to  designated qualified
individuals, such as  maintenance personnel or engineering staff.

     The inspection and records system should include those equipment  and plant areas
identified in the "Risk Identification and Assessment" portion of the BMP plan as having the
potential for  significant discharges.   To determine the inspection frequency and inspection
procedures,  competent environmental  personnel should evaluate the causes of previous
incidents, and assess the probable risks for incident occurrence. Furthermore, the nature of
chemicals handled, materials  of construction, and site-specific  factors including age,
inspection techniques, and cost effectiveness, should be considered.

     Qualified plant personnel should be identified to inspect designated equipment and plant
areas.  Typical inspections should include examination of pipes, pumps,  tanks, supports,
foundations, dikes, and drainage ditches.  Records should be kept to determine if changes in
preventive  maintenance or  good housekeeping procedures are  necessary.   Each of the
ancillary sources should have  "Inspection and Records" programs designed to meet the
needs of the particular facility.

     Material storage areas for dry chemicals should be inspected for evidence of, or the
potential for,  windblowing which might result in significant discharges.  Liquid storage areas
should be inspected for leaks in tanks, for corrosion of tanks, for deterioration of foundations
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or supports, and for closure of drain valves in containment facilities.  Inspections could include
the examination  of seams, rivets, nozzle connections, valves, and connecting pipelines.
Storage tanks should be inspected for evidence of corrosion, pitting, cracks, abnormalities,
and deformation and such evidence should then be evaluated.

     For in-plant transfer and materials handling of liquids, inspections should include visual
examination for evidence of deterioration of pipelines, pumps, valves, seals, and fittings.  The
general condition of items such as flange and expansion joints, pipeline supports, locking
valves, catch or drip pans, and metal surfaces, also should be assessed.

     For loading and unloading o jerations, inspections during transfer of materials would
permit immediate response if an
ncident occurred.  The conditions of pipelines, pumps,
valves,  and fittings for liquid transfer systems and pneumatic conveying systems used for
transferring dry chemicals should be inspected.  Inspections (together with monitoring)
should be used to ensure that the transfer of material is complete before flexible or fixed
transfer lines are disconnected prior to vehicular departure. Before any tank car or tank truck
is filled, the lower-most drain valve and all outlets of such vehicles should be closely
examined for evidence of leakage and, if necessary, tightened, adjusted, or replaced.  Before
departure, all tank cars or tank trucks should be closely examined to ensure  that all transfer
lines are disconnected and that there is no evidence of leakage from  any outlet.

     For plant runoff, inspections should  be  used for examining the integrity  of the
stormwater collection system and the diversion or overflow  structures, and for ensuring the
drain valves and pumps for diked areas are properly closed.  The plant sewer and storm
sewer system should be periodically surveyed to ensure that toxic  and hazardous pollutants
are not  discharged in  significant amounts.  Inspections also should include diked areas to
ensure that  hazardous and toxic chemicals are  not discharged from inside diked areas to
waterways.  Any  liquid,  including rainwater, should be examined, and where  necessary,
analyzed, before being released from the diked areas to a receiving water.

     For sludge  and  hazardous waste disposal  sites, visual  inspections  should include
examinations for leaks, seepage, and overflows from land disposal sites such as pits, ponds,
lagoons, and landfills.  Other procedures and inspection techniques should be  considered on a
site-specific basis.  Any inspections made or records kept  to comply with  RCRA may be
included in the BMP plan by reference.
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     Elements of "Inspections and  Records," listed  below,  should  be considered in
 developing BMP plan:

     •  Inspection of:
        -  Storage facilities
        -  Transfer pipelines
        -  Loading and unloading areas
        -  Pipes, pumps, valves, and fittings, tank corrosion (internal and external)
        -  Windblowing of dry chemicals
        -  Tank support or foundation deterioration
        -  Seams along drainage ditches and old tanks
        -  Deterioration of primary or secondary containment
        -  Housekeeping
        -  Drain valves on tanks
        -  Damage to shipping containers
        -  Conveying systems for dry chemicals
        -  Integrity of stormwater collection system
        -  Leaks, seepage, and overflows from  sludge and waste disposal sites.
     •  Records of all inspections
     •  Tracking procedures to assure adequate response and corrective actions have been
        taken when inspections reveal deficiencies.

8.  Security
     A  security system is needed to prevent accidental or intentional entry to a plant which
might result in vandalism, theft, sabotage, or other improper or illegal use of plant facilities
that could possibly cause as BMP  incident.  Most plants have security systems to prevent
unauthorized entry leading to theft,  vandalism, sabotage, and the like. The BMP plan should
describe those portions of the existing security system which  ensure that the pertinent
chemicals are not discharged to receiving waters in  significant quantities. Documentation of
the security system may require separate filing from the BMP plan documents to prevent
unauthorized individuals from gaining access to confidential information.

     The BMP Committee, plant security manager, plant engineer, or other qualified plant
personnel should evaluate the coverage of the existing security system for those areas of the
plant  and the equipment identified by the "Risk Identification and  Assessment" specific
requirement as having the potential for significant  discharges.  They  should recommend to
plant management any changes necessary to improve the security system.
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     Examples of security measures include:   routine patrol of the plant by security guards in
 vehicles or on  foot; fencing to prevent intruders from entering the plant site; good lighting;
 vehicular traffic control; a guardhouse or main entrance gate, where all visitors are required to
 sign in and obtain a visitor's pass; secure or locked entrances  to the plant; locks on certain
 valves or pump starters; and television surveillance of appropriate plant sites, such  as plant
 entrance, and loading and unloading areas.

     Whenever possible, security personnel should be instructed to observe  leaks from
 tanks, valves, or pipelines while patrolling the plant and also be  informed of the procedures to
 follow  when a spill or other discharge is detected.  Many plants use contractor or plant
 security personnel who  may not be qualified  or may not have time to  carry out such
 surveillance.  In  such  cases, the surveillance can be incorporated in the "Inspection and
 Records" specific requirement and should be conducted by production or environmental staff.

     Elements  of "Security," listed below, should be considered in developing a BMP plan:

     •  Routine patrols of plant by security personnel
     •  Fencing
     •  Good lighting
     •  Vehicular traffic control
     •  Controlled access at guardhouse or main entrance gate
     •  Visitor  passes
     •  Locked entrances
     •  Locks on certain drain valves and pump starters
     •  Television monitoring.

9.  Employee Training
     Employee training programs should instill in personnel, at all levels of responsibility, a
complete understanding of the BMP  plan, the processes and materials with which  they are
working, the safety hazards, the  practices for preventing discharges, and the procedures for
responding properly and rapidly to  toxic and hazardous materials incidents.   Employee
training meetings  should be conducted at least annually  to assure adequate understanding of
the objectives of the  BMP plan and the individual responsibilities  of each employee.
Typically,  these meetings could be a part of routine employee  meetings for safety or fire
protection.  Such meetings should highlight previous spill events or failures, malfunctioning
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 160A/Disk #1 - 10/18/91 - 1:51 PM

 equipment components, and recently developed BMP precautionary  measures.  Training
 sessions should review the BMP plan and associated procedures.  Just as fire drills are used
 to improve the employee's reaction to a fire emergency, spill or environmental incident drills
 may serve to improve the  employee's reactions to BMP incidents.  Plants are encouraged to
 conduct spill drills on a quarterly or semi-annual basis.  Spill drills serve to evaluate the
 employees' knowledge of BMP-related procedures and are a fundamental part of employee
 training.

     Of  particular importance is the  strong commitment  and periodic input from top
 management to the employee training program to create the necessary climate of concern for
 a  successful  program.  A plant manger might accomplish  more in a brief, face-to-face,
 appearance than an elaborate, impersonal training program would accomplish.

     Adequate training  in a particular  job and  process  operation is essential for
 understanding potential discharge problems.  Knowledge of specific manufacturing operations
 and how discharges could occur, or have occurred in the past,  is important in reducing human
 error that can lead to BMP incidents.

     The training program also should be aimed at making employees aware of the protocol
 used to report discharges and notifying the people responsible for response so that immediate
 countermeasures can be initiated.  In addition, personnel involved in BMP-incident response
 would be trained  to use  cleanup  materials such as sorbents, gelling agents, foams, and
 neutralizing agents.  As appropriate, they should be  educated in safety precautions, in the
 side  effects of the chemicals  they are working  with, and in possible chemical reactions.
 Operating manuals and  standard procedures  for process  operations  should  include
 appropriate sections of the BMP plan and the spill control program and should be readily
 available  for reference.   Spill response drills,  suggestion  boxes,  posters, and incentive
 programs, can be  used to motivate employees to  be alert to the potential for discharges and
 to their prevention.

     The employee training program should include records of the frequency, and names and
positions of the employees trained  as well as the  lesson plans, subject material covered, and
instructors' names and positions.  BMP-related training may be combined with other forms of
training, such as safety and fire prevention at the discretion of the plant.
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     In addition  to  permanent personnel, contractors or temporary  personnel  should be
trained in procedures for preventing BMP incidents since these individuals may be unfamiliar
with the normal operating procedures or location of equipment (pipelines, tanks, etc.) at the
facility.  Adequate supervision of contractor maintenance personnel should be provided to
minimize the possibility of BMP incidents resulting from damaging equipment such as buried
pipelines.

     Elements of "Employee Training," listed below, should be considered in developing the
BMP plan:

     •   Meetings  held at least annually to assure adequate understanding of program goals
        and objectives
     •   Environmental Incident (Spill) drills used at least semiannually
     •   Periodic input from management
     •   Adequate training in particular job  and process operation and the effect on other
        operations
     •   Transmission of knowledge of past incidents and causes
     •   Making employees aware of BMP plans and incident reporting procedures
     •   Training in the  use  of sorbents,  gelling agents, foams, and neutralizing  agents for
        cleanup or mitigation of incidents
     •   Operating manuals and standard procedures
     •   Making employees aware of health risks of  chemicals handled through both the
        plant's BMP plan and safety program
     •   Motivating employees concerning  incident prevention and control
     •   Records of the  personnel who were trained,  and  of the dates,  instructors,  subject
        matter, and lesson plans of the training sessions
     •   Training and  supervision of contractors and temporary personnel.
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                                BIBLIOGRAPHY
            TECHNICAL GUIDANCE ON BMPs IN THE NPDES PROGRAM
 Form of Guidance
Technical Paper
Report EPA No.
600/9-79-045
Report

Technical Paper
Case Histories

Technical
Memorandum No. 1
Technical
Memorandum No. 2

Information
Memorandum
Information
Memorandum
Information
Memorandum
Information
Memorandum
                       Title                          Date
Best Management Practices for Control of Toxic and        5/9/79
Hazardous Materials; Thron, H.M. et ah, presented at the
34th Purdue Industrial Waste Conference, Lafayette,
Indiana
NPDES Best Management Practices Guidance Document;   12/79
Hydroscience Inc., EPA Contract Number 68-03-2568
NPDES Best Management Practice Guidance Document    6/81
(Revised); NPDES Technical Support Branch
Best Management Practices; Useful Tools for Cleaning Up,   4/20/82
Thron, H.M. and Rogoshweski, P.J., presented at the 1982
Hazardous Material Spills Conference, Milwaukee,
Wisconsin
NPDES Best Management  Practices;  Case Histories; JRS  1/29/83
Associates, Inc., EPA Contract Number 68-01-5052
Technical Guidance on Best Management Practices (BMPs) 4/15/83
in NPDES Permits; Jordan, J.W. to Regional Permit Branch
Chiefs
Technical Guidance on Best Management Practices (BMPs) 3/23/84
in NPDES Permits; Jordan, J.W. to Regional Permit Branch
Chiefs
Best Management Practices (BMPs) in NPDES  Permits;    6/3/85
Grubs, Geoffrey to Regional Permit Branch Chiefs
Best Management Practices (BMPs) in NPDES  Permits;    8/29/86
Gallup, James to Regional Permit Branch Chiefs
Best Management Practices (BMPs) in NPDES  Permits;    8/11/87
Gallup, James to Regional Permit Branch Chiefs

Best Management Practices (BMPs) in NPDES  Permits;    8/19/88
Gallup, James to Regional Permit Branch Chiefs
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                                                        PART  IV
                                                        Permit No. VA 0005215
                                                        Page  1 of 3
                     BEST MANAGEMENT PRACTICES CONDITIONS
A.  General Conditions

    1.  BMP Plan
        For purposes of this part, the terms "pollutant" or "pollutants" refer
        to any substance listed as toxic under Section 307(a)(l) of the Clean
        Water Act, oil, as defined in Section 311(a)(l) of the Act, and any
        substance listed as hazardous under Section 311 of the Act.  The
        permittee shall develop and implement a Best Management Practices
        (BMP) plan which prevent:
        of pollutants from ancil
        areas; plant site runoff
        handling areas; loading ,
        disposal areas, to the w
, or minimizes the potential for, the release
ary activities, including material storage
 in-plant transfer, process and material
nd unloading operations, and sludge and waste
ters of the United States through plant site
        runoff; spillage or leaks; sludge or waste disposal; or drainage from
        raw material storage.

    2.  Implementation

        The plan for General Conditions shall be developed within 12 months of
        the effective date of this permit.  An approval plan for General
        Conditions shall be implemented within 24 months of the effective
        permit date.  Specific Conditions of this plan shall be implemented
        within 24 months of the effective permit dace.

    3.  General Requirements

        The BMP plan shall:

        a.  Be documented in narrative form, and shall include any necessary
            plot plans, drawings or maps.

        b.  Establish specific objectives for the control of pollutants.

            (1)  Each facility component or system shall be examined for its
                 potential for causing a release of  significant amount of
                 pollutants to waters of the United  States due to equipment
                 failure, Improper operation, natural phenomena such as rain
                 or snowfall, etc.

            (2)  Where experience indicates a reasonable potential for
                 equipment failure (e.g., a tank overlfow or leakage), natural
                 condition (e.g., precipitation), or other circumstances to
                 result In significant amounts of pollutants reaching surface
                 waters, the plan should Include a prediction of  the direc-
                 tion, rate of flow and total quantity of pollutants which
                 could be discharged from the facility as a result of each
                 condition of circumstance.

        c.  Establish specific best management practices  to meet  the
            objectives identified under paragraph b  of this section,


                                         14-34

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                                                         PART IV
                                                         Permit  No.  VA 0005215
                                                         Page 2  of 3


            addressing  each  component or  system capable  of  causing  a  release
            of significant amounts of pollutants  to  the  waters  of the United
            States, -and identifying  specific  preventative or remedial measures
            to be implemented.

        d.  Include any special conditions established in Section B of this
            Part.

        e.  Be reviewed by plant engineering  staff and the  plant  manager.

    4.  Documentation

        The permittee shall  maintain a description of the BMP plan  at the
        facility and shall make the  plan  available to the permit  issuing
        authority upon  request.

    5.  BMP Plan Modification

        The permittee shall  amend the BMP plan  whenever  there is  a  change  in
        the facility or change in the operation of the facility which
        materially Increases the potential for  the ancillary activities to
        result in a discharge of significant  amounts of  pollutants.

    6.  Modification for Ineffectiveness

        If the BMP plan  proves to be Ineffective  in  achieving the general
        objective of preventing the  release of  significant  amounts  of pol-
        lutants to surface waters and the specific objectives and requirements
        under paragraphs b and c of  Section 3,  the permit and/or  the  BMP plan
        shall be subject to  modification  to incorporate  revised BMP require-
        ments.

B.  Specific Conditions

    The following Specific Conditions shall be  Implemented  within 12  months of
the effective date of the permit.

    1.  Measures shall  be taken to control potential discharges at  the
        following sites:

        Building 1341             -  Provide  containment for freon  and
                                     hydrochloric acid tanks

        Incinerator               -  Direct quench recycle  overflow to a
                                     treatment  facility

        Building 1329             -  Control  spills  at the  acid cleaning
                                     facility

        St. Juliens Building 332  -  Control  spills  from drummed  liquids.
                                     Implement  controls  to  ensure proper
                                     operation  of the oil transfer  valve  (PIV)
                                        14-35

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14-3
   ou

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                              PRACTICAL  EXERCISE

                       Best  Management Practices  (BMPs)

(1)    What  are  the  two  basic ways  that BMPs  appear in NPDES permits?
      / a \
(2)    What  is  the  legal  authority  for  imposing  BMPs in permits considering the
      fact  that  no BMPs  have  been  promulgated for  specific  industries pursuant
      to  Section 304(e)  of  the Clean Water Act? 	


(3)    GIVEN THE  FOLLOWING SITUATION;

      Luster Glass  Inc. manufactures  auto  tempered  and  laminated  glass  in
      Morris,  Illinois.   A recent compliance inspection revealed storage tank
      number 42 containing 12,000 gallons  of  gasoline was  leaking  into the
      Illinois River.   The State  compliance  inspector,  I.  M.  Curious, also
      noticed  generally poor housekeeping at  Luster, including retired pumps and
      miscellaneous pipes  and fittings scattered throughout  the plant area,
      unidentified solid and  liquid spills on roadways and  a  storage  area near
      the stream bank consisting  of  about  fifty, 55  gallon  drums in  various
      positions  and states  of deterioration. When questioned about the nature
      and contents of the drums by the State compliance  inspector, the Luster
      plant manager, Wood  U. Leave,   replied,  "They're  some  old supplies  we
      discontinued...  some contain...nitric acid  or  some  other  acid...(cough
      cough)...  how about some lunch Mr. Curious?"  As he was  abruptly spun  180
      degrees  by Mr. Leave, Mr. Curious managed  to  scribble  a note at the bottom
      of  his inspection report "may be  a candidate  for BMPs in reissued permit."

      DETERMINE;

      You are the  permit writer assigned to draft Luster  Glass Inc.'s NPDES
      permit.  After reading  the compliance  inspection report, you  sketch  your
      approach for using BMPs in the reissued permit:

      BMP Plan  -  Conditions  at the   facility,  especially  poor  housekeeping,
      warrant  a BMP plan to  be developed  within six  months and  implemented
      within twelve months  of permit reissuance.  The BMP  Plan  should  address
      each  of  the  nine  specific requirements described in the June  1981,-, NPDES
      BMP Guidance Document with emphasis on 	^	
      Site-Specific BMPs

      (1)    Tank Number 42;
      (2)    Drum Storage Area;
                                     14-37

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POLLUTION PREVENTION

-------
                 LEARNING  OBJECTIVES




    •    Orientation to Pollution Prevention



    •   . Implementation



    •    Tools and Resources




NOTES:
                             15-1

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   HIERARCHY OF ENVIRONMENTAL PROTECTION
                       PRACTICES

    •   Source reduction

    •   Environmentally sound reuse and recycling

    •   Treatment

    •   Disposal
NOTES:
                              15-2

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            POLLUTION PREVENTION  ACT 1990

          "Source reduction means any practice which reduces the
          amount of any hazardous substance, pollutant  or contaminant
          entering any waste stream or released into the environment
          prior to recycling, treatment or disposal  ..."
                   EPA  POLICY STATEMENT

     Pollution prevention is the

          "Use of processes, practices, or products that reduce or
          eliminate the generation of pollutants and wastes, including
          those that protect natural resources through conservation
          or more efficient utilization."

NOTES:
                                  15-3

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     LEGISLATIVE A UTHORITIES AFFECTING
         THE LIFE CYCLE OF A CHEMICAL
                 SARA
                  SARA
TSCA
                                                  Industrial Products
                                                    OSHA, FIFRA
                             Underground Tanks              ^^^

                                          Consumer Products (RCRA)
                                           CPSA, FFOCA,
                                              FIFRA
                                                       (RCRA)
                 -KEY-
              CAA
              CPSA
              CWA
              FFOCA
              FIFRA
              HMTA
              OSHA
              RCRA
              SOWA
              TSCA
              SARA
Clean Air Act
Consumtr Product Safety Ad
Clean Water Act
Federal Food, Drug » Cosmetic Act
Federal Insecticide, Fungicide * RodentleWe Act
Hazardous Materials Transportation Act
Occupational Safety ft Health Act
Resource Sonservatton 4 Recovery Act
Safe OrtnUng Water Act
Toxic Substances Control Act
Superfund Amendments • Reauthorttatton Act
                             15-4

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  POLLUTION PREVENTION OPPORTUNITIES IN THE
            NPDES PERMITTING PROCESS

    •    Application review

    •    Site visit

    •    BMP plan requirement

    •    Monitoring conditions
NOTES:
                           15-5

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PERMIT ISSUANCE PROCEDURES

-------
                   LEARNING OBJECTIVES




         The permit issuance process



         Documenting development of the permit



         EPA/State coordination



         Public participation



         Permit appeals



         Modification/termination
NOTES:
                              16-1

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COMMON ELEMENTS OF THE ISSUANCE PROCESS
                         Permit Application
                              Filed

Site Visit Conducted



Application Review
for Completeness and
Accuracy

Pre]
or

Sta
j
§1
>are Draft Permit
)eny Application
§124.6
1
ementofBasisor
Fact Sheet
.24.7 and §124.8
Additional
Data Requested
I
1
1
J

                        Administrative Record
                              §124.9
                        Draft Permit Reviewed
                            by Applicant
Public Notice of Draft
Permit §124.10


Public Hearing
§124.12
Comments Considered
and Draft Permit
Revised


Response to Comments
§124.17
                        Administrative Record
                              §124.18
Request for Evidentiary
Hearing §124.74


.Permit Issued
                         (Process Repeats Itself)
                                16-2

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          REASONS FOR GOOD DOCUMENTATION

     •     Streamlines reissuance/compliance-monitoring process

     •     Permanent record of the basis for the permit

     •     Explanation of basis of permit for public, management, permittee,
          and attorneys, if appealed

     •     Provide sound basis for modifications and future permits

     •     Requires permit writer to be organized and logical, resulting
          in better permits
        	               .                      V    	

       CHARACTERISTICS OF A GOOD FACT SHEET

     •     Identify party being permitted

     •     Bring forward background and history of permit

     •     Develop rationale for all pertinent permit decisions

     •     Display all calculations and document sources of data

     •     Keep accessible to permitting authority personnel and the public

NOTES:
                                 16-3

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MINIMUM ELEMENTS OF A FACT SHEET
                     §124.8(b)

Description of facility or activity

Type and quantity of wastes/pollutants

Basis of the draft permit

     Statutory/regulatory citations
     References to administrative record

Basis of effluent limitations and conditions

Specific explanation of

     Toxic pollutant limits
     Limits on internal wastestreams
     Case-by-case requirements
     Limits on indicator pollutants
     Regulation of users

Sketch or description of location

State certification

Sewage sludge land application plan

Inappropriateness of requested variances

Permit procedures

     Comment period begin and end dates
     Procedures for requesting a hearing
     Public involvement in final decision

Contact name and telephone
                         16-4

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        CONTENTS OF ADMINISTRATIVE RECORD
                              §124.9

     •    Application and supporting data

     •    Draft permit

     •    Statement of basis or fact sheet

     •    Documents/items cited in statement of basis or fact sheet

     •    Other items supporting permit development

     •    EIS for new source draft permits

NOTES:
                              16-5

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                                              EXAMPLE
                            CONTENTS OF THE ADMINISTRATIVE RECORD
    A brief explanation follows of the express statutory or regulatory precision on which permit requirements are based,
    including appropriate supporting references to the Administrative Record required by 40 CFR S124.9:
The following items are used to establish the basis of the draft permit:
  (1) NPDES Permit No. LA0002933, effective date 2/17/80, expiration date  3/31/8L
  (2) Consolidated Permit Application Forms No. 1 and 20 received 4/3/82.
  (3) Louisiana Water Quality Criteria, LSCC, 1977.
   (4)  Louisiana Water Quality Management Plan, Department of Natural Resources, including Appendix D
       (Ponchartrain Basin) and Appendix F  (Mississippi River), Phase n, Vols. L
  (5) 40 CFR Part 415 Subpart F, [47 £R 28260,6/29/83J.
  (6) 40 CFR Part 41S.65(b) [39 fR 9616,3/12/74].
  (7) Letter White (EPA) to Vlacos (Vulcan) dated 3/29/76.
  (8) Letter White (EPA) to Campbell (Vulcan) DAted 6/9/76.
  (9) ROC Hale (EPA) to Leonard (Vulcan) dated 11/10/76.
  (10) 40 CFR Part 17779 (d)(l) [48 £R 14146.4/1/83].
  (11) Letters Gordon (Vulcan) to McHam (EPA) dated 5/17/82 and 7/19/82.
  (12) 40 CFR Part 40L17,6/4/82.
  (13) Letters Gordon (Vulcan) to Hale (EPA) dated 1/30/8L
  (14) Discharge Monitoring Reports 1980-1982.
  (15) 40 CFR Part 122.62(a)(3) [48 £R 14146,4/1/83].
  (16) 40 CFR Part 122.44(1)(2)(1) [48 fR 14146,4/1/83].
  (17) 40 CFR Part 415.65(b) [47 fR 28260,6/29/82].
  (IS) 40 CFR Part 415.62(b) [47 £R 28260,6/29/82].
  (19) Final Development Document for Inorganic Chemicals,
      EPA 440/1-82/007, June 1982.
  (20) Letter Gordon (Vulcan) to Ferguson (EPA) dated 10/30/79.
  (21) 40 CFR Part 125J(a)(2)(v) [44 £R 32948,6/7/89, as amended at 45 fR  33512,5/19/80).
  (22) 40 CFR part 415.63(b) [47 £R 28260,6/29/82].
  (23) 40 CFR Part 12239(d)(2) [48 £R 14146,4/1/83].
  (24) 40 CFR Part 14L12 [40 £R 59570,12/24/75, as amended at 44 FR 6864L 11/29/79.
  (25) Preamble to Inorganic Chemical Effluent Limitations Guidelines 47 FR  28263,6/29/82, Column 3].
  (26) ROC McHam (EPA) to Gordon (Vulcan) dated 5/25/83.
  (27) EPA Treatability Manual, EPA 600/2-82/001, September 1982 (Revised).
  (28)  Work Book for Determining Economic Achievabilitv for NPDES Permits:  prepared for Hap Thron, Permits
       Division; prepared by Putnam, Hayes &  Bartlett, Inc.. August 1982.
  (29) MoooVs Industrial Manual 1982, pp. 4602-4605
  (30) C E Plant Cost Index. Chemical Engineering Magazine, 6/13/83, page 7.

                                                 16-6

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                          PUBLIC NOTICE
                                §124.10

          Purpose of public notice

          Types of actions requiring public notice

               Tentative denial of application
               Draft NPDES permit
               Public hearing
               Formal appeal of permit
               Major program modifications
               Granting of evidentiary hearing

          Methods applicable to public notice process

               Publication in newspaper
               Direct mailing
                                              x
          Contents of public notice

               Name and address of regulatory authority
               Name and address of permittee
               Brief description of facility
               Name, address, and telephone number of contact
               Additional information (EPA-issued permits)

          Timing of public notice

               After EPA/State review
               EPA/State MOA should address

          Significant comments must be responded to in writing

          Public hearing is always optional
NOTES:
                                16-7

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              EPA REVIEW OF STATE PERMITS
                             §123.24(d)

     EPA may not waive review of:

     •     Major municipal and industrials

     •     General permits

     •     Class I sludge facilities
          Other (minor) permits
vhich:
                            *
               Discharge to territorial seas
               Affect another State's waters
               Cooling water discharges > 500 MGD
               Process discharges >0.5 MGD
               Primary industry categories
        CONTENTS OF ADMINISTRATIVE RECORD
                         FINAL PERMIT
                              §124.18

          All comments received

          Public hearing tape or transcript

          Response to comments

          Final EIS for new sources

          Final permit
NOTES:
                              16-8

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EXAMPLE FACT SHEET

-------
 NATIONAL  POLLUTANT DISCHARGE ELIMINATION SYSTEM  (NPDES) PERMIT
                           FACT SHEET


Permittee Name:     Luster Glass,  Inc.

NPDES Permit
Number:             IL0654321

Mailing Address:    P.O. Box 319
                    Morris, IL  60123

Location:           1 River Ridge Drive
                    Morris, IL 60123

Contact Person:     Mr. John Baker, Vice President

Telephone:           (312) 834-4536


I.    Status of Permit

NPDES Permit No.  IL0654321 was  issued on August  5,  1984,  became
effective on August 31, 1984,  and  expired on August 31, 1989.  The
permittee submitted an NPDES  permit application for the renewal of
the permit on March 1, 1989.

II.  Facility Description

Luster Glass Inc.  operates a manufacturing facility in Morris, IL.
The facility specializes in manufacturing auto glass.  On average,
40,000 sq.  ft./day of auto tempered glass, and 275,000 sq. ft./day
of auto laminated glass is produced at the facility.

III. Description of Discharge

All wastewater  generated at this  facility  is  discharged through
Outfall  001  to the  Illinois River.   The primary  waste streams
discharged through Outfall 001  are process  and rinse waters from
the glass manufacturing processes and cooling tower blowdown.  The
glass manufacturing process wastewaters from auto glass tempering
(cutting, grinding, polishing edges, bending,  and tempering) and
auto glass lamination  (cutting,  bending, washing, and laminating)
are routed through a wastewater  treatment system consisting of oil
and water  separators  and settling basins.   The  cooling  tower
blowdown is not treated prior to discharge.

IV.  Receiving Water

The receiving water for Outfall  001 is  the Illinois River, Segment
16  of the  Northern  Illinois River  Basin.   Downstream of the
facility, the Illinois River flows approximately 3 miles to Segment
15 of the Northern Illinois River Basin. Following is a summary of
flow data for Segment  16 of the Illinois River:
                                16-9

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                                                  Fact Sheet
                                                  Page 2 of 21

     Average Flow - 446.7 cfs
     Harmonic Mean Flow - 245.5 cfs
     7Q10 - 70.9 cfs
     1Q10 - 58.8 cfs

The use designations  for the Illinois River are given below:

     Indigenous Aquatic Life

The applicable water  quality  standards to protect these uses are
specified  the  State  Water  Pollution  Control  Rules in  Part 302
(State Administrative Code, Title 35 - Environmental Protection;
Subtitle C - Water Pollution, Chapter 1;  adopted March 17, 1989).
The effluent standards are found  in  Part  304.


V.   Description of Discharge

     a.   Permit Application Summary

The following  table  summarizes the  discharge  characteristics of
Outfall 001 as  reported in the NPDES permit application dated March
1, 1989:

                         Long-Term      Daily
Parameter                Average        Maximum
Flow (MGD)                 4.563          4.591
TSS (mg/1)                18.8            50.0
COD (mg/1)                 ND             50.0
pH (S.U.)                  6.6 min.        9.0 max.
Oil & Grease (mg/1)       12              22
Phosphorus  (Ibs/day)     19              29
Zinc (mg/1)                0.036           0.07
Lead (mg/1)                0.025           0.047

Note:  Only data for parameters reported above detection limits are
shown above.

     b.   Discharge Monitoring Report  fDMRl Data

A summary of DMR data is given in Table  1.   This data was taken
from March 1988 through February  1989.

Whole  Effluent  Toxicity  (WET) testing  performed  during the last
year of the permit term (March 1988 to February  1989) demonstrated
acute toxicity at Outfall  001.   Test results indicated a fathead
minnow LC50 of 8 percent and a Ceriodaphnia LC50 of  15.8 percent.
Chronic Toxicity tests also demonstrated  toxicity at Outfall 001.
Chronic toxicity test results indicated a fathead minnow NOEC of
1.3 percent and a Ceriodaphnia NOEC  of  2.7 percent.  A summary of
WET data for Luster is also presented  in  Table  1.
                               16-10,

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                                                  Fact Sheet
                                                  Page 3 of 21

VI.  Proposed Technoloav-Based Effluent Limitations

Regulations promulgated at  40  CFR §122.44 (a)  require technology-
based effluent limitations to be placed in NPDES permits based on
National  effluent  limitations guidelines  and  standards,  best
professional  judgement  (BPJ), or  a  combination  of  the  two.
Discharges from  Outfall  001 are  subject  to  effluent limitations
given in 40 CFR Part 426 for the Glass Manufacturing Point Source
Category, and State effluent and water quality standards.

Limits were developed for Luster Glass  Inc. based on an evaluation
of the permit application and DMRs.  Lead and  zinc were detected in
significant concentrations  in  the discharge  as reported in DMRs.
While the previous permit did not contain limits for lead and zinc,
monitoring was required.   Thus, technology-based  effluent limits
were set for  zinc found in the cooling tower blowdown.  Technology-
based limits were also established for lead which is found in the
process wastewater, however water quality-based limits were found
to be more limiting (see Section VII of this Fact Sheet).

Effluent mass limits for  total  suspended solids  (TSS), phosphorus,
and  oil and  grease are  based on  the best  practicable control
technology currently available (BPT)  limitations specified for the
Automotive Glass  Tempering  Subcategory in 40 CFR  §426.62 and for
the  Automotive  Glass Laminating  Subcategory in 40  CFR §426.72.
These limitations are shown below:

              Automotive  Glass  Tempering Subcatecrory

                                        Effluent Limits
                                   Monthly Avg.        Daily .Max.
Pollutant                           (Ib/lOOOftM        rib/lOOOft2!

TSS                                0.25                0.40
Oil and Grease                     0.13                0.13

pH shall be within the range of 6.0  to 9.0 standard units.

             Automotive Glass  Laminating  Subcateaory

                                        Effluent Limits
                                   Monthly Avg.        Daily Max.
Pollutant                           (Ib/lOOOft2!        flb/lOOOft2)

TSS                                0.90                0.90
Oil and Grease                     0.36                0.36
Phosphorus                         0.22                0.22

pH shall be within the range of 6.0  to 9.0 standard  units.
                               16-11

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                                                   Fact Sheet
                                                   Page 4 of 21

 Effluent  limitations for oil and grease, TSS, phosphorus,  and pH
 from  the  process  wastewater  contribution  to  Outfall  001  are
 calculated using the above effluent limits and the production rates
 of 40,000 square feet per day of tempered glass and 275,000 square
 feet per day of laminated glass.  The TSS effluent limitations for
 cooling tower  blowdown are based on State  Effluent  Standards for
 TSS in non-process wastewaters,  including cooling tower blowdown.
 Calculations  of the effluent  limitations  are shown  below.   It
 should be noted that both  mass and concentration limits  will be
 applied to Outfall 001  for  oil  and grease,  TSS, and  phosphorus.
Oil and  Grease

Mass Limitations  (Monthly

Oil  &  Grease =  (40,000 f1
(275,000 ft2/day (laminatec
Ibs/day                   j
Average and Daily Maximum)

2/day (tempered) x 0.13  lb/1000 ft2)  +
)  X 0.36 lb/1000 ft2) = 5.2 + 99 - 104.2
Concentration Limitations - Outfall 001 (Monthly Average and Daily
Maximum)

Oil  &  Grease =  (104.2 Ibs/day) (454 g/ 1  Ib) (1000 mg/  1 g) (l gal/
3.785  1) (1 day/  4.563 106 gal) = 2.74 mg/1
Mass Limitations  -  Process Wastewater (Monthly Average)

TSS =  [(40,000 ft2/day (tempered) x  0.25  lb/1000  ft2) +  (275,000
ft2/day (laminated)  x 0.9 lb/1000 ft2)]/1000 = 257.5 Ibs/day

Mass Limitations  -  Process Wastewater (Daily Maximum)

TSS =  [(40,000 ft2/day (tempered)  x 0.4  lb/1000  ft2) +  (275,000
ft2/day (laminated)  x 0.9 lb/1000 ft2)]/1000 = 263.5 Ibs/day

Mass Limitations  -  Cooling Tower Blowdown (Monthly Average)

TSS =  (25  mg/1)(0.45  106 gal/day)(1  lb/454,000 mg)(3.785  1/gal)  =
93.8 Ibs/day

Mass Limitations  -  Cooling Tower Blowdown (Daily Maximum)

TSS =  (50  mg/1)(0.45  10s gal/day)(1  lb/454,000 mg)(3.785  1/gal)  =
187.6  Ibs/day

Mass Limitations  -  Outfall 001 (Monthly Average)

TSS -  257.5 Ibs/day +93.8 Ibs/day = 351.3 Ibs/day
                                 16-12

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                                                  Fact Sheet
                                                  Page 5 of 21

Mass Limitations - Outfall 001  (Daily Maximum)

TSS = 263.5 Ibs/day + 187.6 Ibs/day = 451.1 Ibs/day

Concentration Limitations - Outfall 001  (Monthly Average)

TSS = (351.3 Ibs/day)(454,000 mg/lb)(1 gal/3.785 1)(day /4.S63 106
gal) =9.23 mg/1

Concentration Limitations - Outfall 001  (Daily Maximum)

TSS = (451.1 Ibs/day)(454,000 mg/lb)(1 gal/3.785 1)(day /4.S63 106
gal) = 11.86 mg/1

Phosphorus

Mass Limitations - Outfall 001 (Monthly Average and Daily Maximum)

Phosphorus = 275,000 ft2/day  (laminated)  x 0.06 lb/1000 ft2) =16.5
Ibs/day

Concentration Limitations - Outfall 001 (Monthly Average and Daily
Maximum)

Phosphorus  =  (16.5  Ibs/day)(454,000  mg/lb)(1  gal/3.785 1)(day
/4.S63 106 gal)  = 0.43  mg/1

EH

pH limits are based on State  effluent standards, as  follows:

                     State Effluent Standards

                                    Monthly Avg.         Daily  Max.
Pol lutant / Parameter  Range          (mg/1)	       fma/1)	

pH                  6.0-9.0      N/A                  N/A
                               16-13

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                                                  Fact Sheet
                                                  Page 6 of 21
Toxic Pollutants
Zinc  and lead were  detected in the  effluent  discharge when the
previous permit was  issued.  At that  time no limits were set, but
a requirement was made  to monitor for zinc and lead.  Significant
concentrations of  zinc  (used as a corrosion inhibitor in cooling
water) and lead (from lead soldering of products) have been found,
as  reported  in  DMRs.    Therefore,   technology-based  effluent
limitations are being established and  will be included in the draft
permit.

Technology-based effluent limitations for the toxic pollutant zinc
present in the cooling tower blowdown are based on the transfer of
the  best  available technology  economically  achievable  (BAT)
limitations specified in the  Steam Electric Effluent Guidelines and
Standards  at  40  CFR §423.13(d)(1).   These  limitations are shown
below:
                     BAT Effluent Limitations

                     Monthly  Avg.         Daily Max.
Pollutant               fma/1)             fma/11
Zinc  (total)             1.0                1.0

Using the average blowdown flow from the cooling towers (0.45 mgd) ,
monthly average and  daily maximum mass limitations are calculated
as follows:

Zinc =  (1.0 mg/l)(0.45  106 gal/day) (1  lb/454,000 mg)(3.785 1/gal)
=3.75 Ibs/day

Equivalent end-of-pipe concentration effluent limitations are also
being established in the draft  permit.  Using the total Outfall 001
flow  (4.563 mgd), monthly average and daily maximum  concentration
limitations are calculated as  follows:

Zinc = (3.75 Ibs/day)(454,000 mg/lb)(1 gal/3.785 1)(day /4.5S3 106
gal) =0.10 mg/1

Technology-based effluent limitations for lead found in the process
wastewaters are based on transfer of  BAT limitations specified  in
the Metal  Finishing Effluent  Guidelines  and  Standards at 40 CFR
§433.14(a).  These limitations, which are based on the performance
of lime precipitation and sedimentation,  are shown below.

                     BAT Effluent Limitations

                     Monthly  Avg.         Daily  Max.
Pollutant               fma/n              fma/1)
Lead  (total)             0.43              0.69

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                                                  Fact Sheet
                                                  Page 7 of 21

Due  to  the  potential  for  dilution  of  the  treated  process
wastewaters by the  cooling  tower blowdown wastewaters, both mass
and concentration limitations are established.  Using the average
process  flow  (4.113  mgd) ,   mass limitations  are calculated  as
follows:

Monthly Average

Lead = (0.43 rog/1)(4.113  106 gal/day)(1 lb/454,000 mg)(3.785 1/gal)
= 14.74 Ibs/day

Daily Maximum

Lead = (0.69 rog/1)(4.113  106 gal/day)(1 lb/454,000 mg)(3.785 1/gal)
= 23.66 Ibs/day

Equivalent end-of-pipe concentration effluent limitations are also
being established in the  draft permit.  Using the total  Outfall 001
flow  (4.563 mgd),  concentration limitations are calculated  as
follows:

Monthly Average

Lead = (14.74 Ibs/day)(454,000 mg/lb)(1 gal/3.785 1)(day /4.S63  106
gal) = 0.38 mg/1

Daily Maximum

Lead = (23.66 Ibs/day)(454,000 mg/lb)(1 gal/3.785 1)(day /4.S63  106
gal) = 0.62 mg/1


VII. Proposed Water Quality-Based Effluent Limitations

The  State  water quality   standards  require  that  point  source
discharges  shall not cause a  violation  of  any applicable water
quality standards nor interfere with the  attainment or  maintenance
of that water quality which assures  the protection  and  propagation
of  a  balanced  indigenous  population of  shellfish,   fish,  and
wildlife and allows recreational activities in and on the water.
In addition, a requirement of the State water quality standards is
that no effluent shall, alone or  in combination with other sources,
cause a violation of any applicable water quality  standard.


Temperature

Temperature  limits  are based on State water quality standards as
follows:
                              16-15

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                                                   Fact Sheet
                                                   Page 8 of 21

                    State Water Quality Limits

Pollutant/Parameter       Range	

Temperature               Not greater than 2.8°C above ambient, or
                          1.7°C above the following maximum  limits:
                          in December through March,  16°C  (60°F)
                          and in April through November, 32°C (90°F)

Toxic  Pollutants

Based  on evaluation  of the NPDES permit application and DMR data
submitted  by  Luster  Glass Inc.,  the following  pollutants  and
parameters for which applicable  State water  quality standards are
available are present  in Outfall 001:  lead and zinc.  Based on the
fact that no other toxic  pollutants are expected  to be present in
Outfall  001   at  significant   concentrations,   evaluation  for
compliance with water quality standards will only be performed for
lead and zinc.

The  State  water  quality  regulations  require  that water  quality
standards be achieved under the following critical receiving water
flow conditions:

     Chronic water quality  standards:
     7 day, 10 year  return  frequency flow (7Q.10)

     Acute water  quality  standards:
     One-third  (1/3)  of the 7Q10  flow

The 7Q10 for the Illinois  River is 70.9 cubic feet per  second (cfs)

The facility provided a study of the outfall which showed that the
outfall  quickly achieved  complete mixing across the width of the
river.   Dilution  at  the edge of the mixing  zone  can therefore be
characterized by  the complete mixing equation:

          Cr =  (Cd) (Qd) + (Cs) (Qs)
                    (Qd + Qs)

where     Cr = the receiving water  concentration,
          Cd = the effluent concentration,
          Qd = the effluent flow,
          Cs = the receiving water  background  concentration, and
          Qs = the appropriate  receiving water flow.

The receiving water  concentrations (Cr) expected in the  Illinois
River are calculated using the equation described above, and the
following data:
                               16-16

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                                                  Fact Sheet
                                                  Page 9 of 21

                       Effluent                 Receiving Water
                 Concentration (Cd)*          Concentration (Cs)**
Pollutant	r ma/11	          	f ma/11	

Lead                    0.38                         0


Zinc                    0.21                .         0.07

* - Maximum daily concentration reported in the application Form 2C
** - Source U.S.G.S. STORET


For comparison with acute water quality standards, receiving water
concentrations are calculated as follows:

Cr (lead) = [(0.38  mg/l)(7.06 cfs)  + (0 mg/l)(23.6 cfs)]/(7.06 cfs
             + 23.6 cfs)
          = 0.088 mg/1

Cr (zinc) = [(0.21 mg/1)(7.06 cfs) +  (0.07 mg/1)(23.6 cfs)]/(7.06
            cfs + 23.6 cfs)
          = 0.102 mg/1

For  comparison with chronic water quality  standards,  receiving
water concentrations are calculated as follows:

Cr (lead) = [(0.38  mg/1)(7.06 cfs)  + (0 mg/1)(70.9 cfs)]/(7.06 cfs
             + 70.9 cfs)
          = 0.034 mg/1

Cr (zinc) = [(0.21 mg/1)(7.06 cfs) +  (0.07 mg/1)(70.9 cfs)]/(7.06
             cfs + 70.9 cfs)
          = 0.083 mg/1

The  following  table compares each receiving water  concentration
calculated above with the State Water Quality Standard for aquatic
life protection:
                    State          Receiving  Water
                    Standard       Concentration
     Pollutant      fua/ll          fug/I)	

     Zinc
     Chronic        no             83
     Acute          120             102

     Lead
     Chronic        3.2             34
     Acute          82              88
                             16-17

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                                                  Fact Sheet
                                                  Page 10 of 21

Since the calculated receiving water concentrations are less than
the criterion  for zinc and greater than  the  criterion for lead,
water quality limits will be necessary for lead, but not for zinc.
It should be noted that the procedure used above does not account
for  the  variability  of  the pollutant   concentrations  in  the
effluent.  The  EPA  Technical  Support  Document for Water Quality-
based Toxics Control recommends accounting for this variability by
calculating  the  reasonable  potential  for pollutants to  cause
exceedances  of  water  quality  standards.    Specifically,  the
reasonable  potential  is  calculated  using the maximum  expected
effluent   concentration,   which  is   estimated   by  using   a
multiplication factor (F)  that incorporates both the coefficient of
variation  (CV)  and  the nunuer of effluent samples collected.   If
this methodology were used with the existing data for Luster Glass,
Inc., there would be a reasonable potential for the concentration
of zinc in the discharge to
exceed both the acute and chronic water
quality standards, and thus* water quality permit limits will also
be calculated for zinc.    '

The  following   equation   is   used  to  calculate  the  effluent
concentrations  [which  is  commonly referred to  as  the waste load
allocation (WLA)] for lead and zinc that will ensure protection of
the State water  quality standard.

          Cd = WLA =  Cr  (Qd + Qs) -  (Cs)(Qs) „
                                Qd

     where     Cd = WLA = waste load allocation
               Cr = the applicable water quality standard
               Qd = the effluent flow =7.06 cfs
               Qs = the appropriate receiving water flow
               Cs = the receiving water background concentration

Based on the following information,  the waste load allocations for
lead and zinc are calculated.

               Cr = Acute State Water        Cs = Upstream
Pollutant      	Quality Standard          —   Concentration

Lead           0.082 mg/1                    0 mg/1
Zinc           0.12 mg/1                     0.07 mg/1


               Cr = Chronic State Water      Cs = Upstream
Pollutant      	Quality Standard         	Concentration

Lead           0.0032 mg/1                   0 mg/1
Zinc           0.11 mg/1                     0.07 mg/1
                              16-18

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                                                  Fact Sheet
                                                  Page 11 of 21

Lead  (acute)   Cd  =  [(0.082  mg/1)(7.06  cfs  +  23.6  cfs)  -  (0
                   mg/1)(23.6 cfs)] / 7.06 cfs
                =0.36 mg/1

Lead  (chronic)  Cd =  [(0.0032 mg/1) (7.06  cfs +  70.9  cfs) -  (0
                     mg/1)(70.9 cfs)]/ 7.06 cfs
                  = 0.04 mg/1

Zinc  (acute)  Cd  = [(0.12  mg/1) (7.06 cfs  + 23.6  cfs)   -  (0.07
                   mg/1)(23.6 cfs)] / 7.06 cfs
                =0.29 mg/1

Zinc  (chronic)  Cd =  [(0.11 mg/1) (7.06 cfs  + 70.9  cfs)  - (0.07
                     mg/1) (70.9 cfs)]/ 7.06 cfs = 0.51 mg/1

Given that all State water quality standards are expressed as never
to be exceeded (i.e., water quality-based limits must  be protective
of  the  most  stringent  waste load  allocation),  a maximum daily
limitation  (HDL) and a  average monthly limitation (AML)  for lead
and zinc are calculated using the waste load allocations calculated
above.   It should be  noted that the  ratio of daily  maximum to
monthly average for the technology-based effluent limitations for
lead and zinc are  used  to derive the MOL and AML.   Specifically,
these ratios are 1.6 for lead and 1.0 for zinc.

Lead - Since  the chronic  WLA is  more limiting than the acute WLA
(i.e., 0.04 mg/1  < 0.36 mg/1),  it will be  used  as the basis for
limitations.   Since the chronic WLA can never  be exceeded, 0.04
mg/1 is used as the MDL.  The AML is calculated as follows:

     0.04 mg/1
     	  = 0.03 mg/1
        1.6

Zinc - Since  the acute  WLA  is more limiting than the chronic WLA
(i.e., 0.29 mg/1  < 0.51 mg/1),  it will be  used  as the basis for
limitations.  Since the  acute WLA can never be exceeded, 0.029 mg/1
is used as the MDL.  The AML is calculated as follows:

     0.29 mg/1
     	  = 0.29 mg/1
        1.0


Comparing   the  chemical   specific  water  quality-based   limits
calculated  above  with the  technology-based effluent  limitations
calculated  for Outfall  001  (see  Section  VI above),  the water
quality-based  limits  for  lead  are  more   stringent   than  the
technology-based  limits,  so they will be used as  the basis for
effluent limits in the permit.  Since the technology-based effluent
limits for  zinc  are more stringent  than  the water  quality-based
                               16-19

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                                                  Fact Sheet
                                                  Page 12 of 21

limits, the technology-based effluent limits will be used.

Equivalent end-of-pipe  mass effluent limitations are  also being
established in the draft permit.   Using  the  total Outfall 001 flow
(4.563 mgd), mass limitations for lead are calculated as follows:

MDL = (0.04 mg/l)(4.563 106 gal/day)(1 lb/454,000 mg)(3.785 1/gal)
    =1.52 Ibs/day

AML = (0.03 mg/l)(4.563 106 gal/day)(1 lb/454,000 mg)(3.785 1/gal)
    =1.14 Ibs/day


Whole Effluent Toxicitv

The previous  NPDES  permit issued  to  the Luster Glass facility
contained a requirement  for conducting  monthly acute and chronic
toxicity  tests  during the fourth  and  fifth year of  the permit
(March 1988 through  February 1989).  The test species selected by
the facility was the  fathead minnow, based on an initial comparison
of species sensitivity performed in February 1988.  The results of
these toxicity tests  were reviewed to determine whether an effluent
limit on toxicity should be developed for the permit.

The concentration of acute and chronic  toxicity in the receiving
water is calculated and is  then compared to the State water quality
standards.   The receiving  water  concentrations  for  acute  and
chronic toxicity were calculated using the  following formula:

          Cr =  (Cd) (Qd) +  (Cs) (Qs)
Where
       Cr
       Cd
       Qd
       Cs
       Qs
       (Qd + Qs)

receiving water concentration
effluent concentration
effluent flow
receiving water background concentration
appropriate receiving water flow
The  following summarizes  the  toxicity data  submitted by Luster
Glass for the period from  March  1988  to February  1989:
                              16-20

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                                                  Fact  Sheet
                                                  Page  13  of 21

          Toxicity Data  (Fathead minnows)

             LC50            NOEC
          (% effluent)   (% effluent)

               58.0           50
               25.2           3
               55.0           10
               46.3           30
               44.8           25
                5.9           1
               67.8           10
                3.9           1
               50.1           30
               52.0           10
               32.1           3
               41.7           30

All toxicity testing by Luster Glass involved the use of upstream
ambient  water  for  the  control  and  diluent,  so  that  in  all
calculations, the  upstream toxicity is assumed  to  be zero.   The
highest result of chronic toxicity measured was an NOEC equal to 1%
effluent.  By dividing 1  into 100, the NOEC is converted to  chronic
Toxic Units (TUC) .  Similarly for acute toxicity,  the highest acute
toxicity was measured  at an LC50 equal to 3.9 % which converts to
25.6 TUt.

The resultant receiving water concentration  (Cr) in toxic units  for
both acute and chronic toxicity are  calculated using the following
data:

          Cs = 0
          Qs = 23.6 cfs  (one third  the 7Q10  for  acute protection)
          Qs = 70.9 cfs  (the 7Q10 for chronic protection)
          Qd «= 7.06 cfs

     Acute

     Cr = (25.6 TUt)  (7.06  cfs)/(7.06 cfs + 23.6 cfs)
        = 5.9 TU.

     Chronic

     Cr = (100 TUC)  (7.06 Cfs)/(7.06 cfs + 70.9 cfs)
        = 9.1 TUC
                               16-21

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                                                   Fact  Sheet
                                                   Page  14  of  21

The State water quality standards for acute and chronic  protection
are summarized below:

     State Water Quality  Standard  for Acute Protection  =0.3  TU.
     State Water Quality  Standard  for Chronic Protection =1.0 TUC

WET limits would be necessary since the calculated receiving water
concentrations exceed  the state water quality  standards for  both
acute and chronic protection:

For acute protection 5.9  TU. > 0.3 TU.
For chronic protection 9.1  TUC > 1.0 TUC


Using steady state assumptions, the WLAs were calculated using the
following formula:

Cd = [Cr(Qd + Qs)-(Cs)(Qs)]  /  Qd

where:
     Cd = Concentration of the pollutant in the discharge, or waste
          load allocation
     Cr = State Water Quality  Standard
          for chronic protection = 1.0  TUC
          for acute protection = 0.3 TU.
     Qd = Discharge flow  =7.06 cfs
     Qs = Appropriate receiving water  flow
          chronic flow (7Q10)  =70.9 cfs
          acute flow =23.6 cfs
     Cs = Receiving water or upstream  concentration  = 0

Assuming  zero  background toxicity, the limits are  calculated as
follows:

WLA (acute) = [(0.3 TU,)(7.06 cfs + 23.6 cfs)] -  [(0)(23.6 cfs)]

                                    7.06 CfS

            =  1.3 TU.

WLA (Chronic) = [(1.0 TUC)(7.06 Cfs +  70.9 cfs)] - [(0)(70.9 Cfs)]

                                     7.06 CfS

              =  11.0 TUC

An acute  to  chronic  ratio  (ACR) was calculated from the toxicity
data by taking the average  ACR from each data set as follows:
                                  16-22

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                                                  Fact Sheet
                                                  Page 15 of 21

             LC50            NOEC
          f% effluent)   f% effluent)        ACR

               58.0           50             1.16
               25.2           3              8.40
               55.0           10             5.50
               46.3           30             1.54
               44.8           25             1.79
                5.9           1              5.9
               67.8           10             6.78
                3.9           1              3.9
               50.1           30             1.67
               52.0           10             5.20
               32.1           3              10.7
               41.7           30             1.39   ,
                              Average        4.5

The  acute  WLA (in  TUJ are  converted to TUC using  the  acute to
chronic ratio  (ACR) as follows:

     WLA (in TU.e)   =1.3 TU. * ACR
                      = 1.3 TU. * 4.5
                      = 5.9 TU.C

Given that all State water quality standards are expressed as never
to be exceeded (i.e., water quality-based limits must be protective
of  the most  stringent waste  load  allocation) , a  maximum daily
limitation  (MDL)  and  a average  monthly  limitation  (AML) for WET
were calculated using the waste load allocations calculated  above.
A ratio of daily maximum to monthly  average of  1.6  is  assumed for
WET based upon technolgy-based  effluent  limits  for  lead.
                                                              \
Since  the acute WLA is more limiting than the chronic WLA  (i.e.,
5.9 TU.C < 11.0 TUe) , it will be used as the basis for limitations.
Since  the acute WLA can never be exceeded, 5.9 TU.C  is  used  as the
MDL.   The AML  is calculated as  follows:
     5.9
     	"'    = 3.7 TUC
        1.6

The  permittee shall conduct chronic  toxicity tests according  to
methods outlined in "Short Term Methods for Estimating the Chronic
Toxicity of Effluents and Receiving Waters to Freshwater Organisms"
(EPA 600/4-89 001).
                                16-23

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                                                  Fact Sheet
                                                  Page 16 of 21
VIII.  Proposed Effluent Limitations
Table  2  summarizes  the proposed effluent limitations for Outfall
001.  Proposed effluent limitations  for zinc are based on BPJ.  The
limitation  for  temperature  is  based  on   State  water  quality
standards.  The proposed limitations for lead were calculated above
as  chemical  specific  water  quality-based  limitations.    The
remainder of the effluent limitations are based on BPT/BAT effluent
guidelines at 40 CFR Part 426 and State effluent standards.

IX.  Monitoring Requirements

Monitoring for those pollutants expected to be present in Outfall
001 (i.e., TSS,  oil  and grease, phosphorus, lead, and zinc) will be
required  once per week.  Except for oil  and grease,  for which a
grab sample  is  required,  2«4-hour composite samples are required.
Temperature is to be monitored continuously during discharge.
                          I
Whole  effluent  toxicity  testing for  chronic toxicity  shall be
conducted  2/month   on  a 24-hour  composite  sample  of the final
ef.fluent.

X.   Special Conditions

Luster Glass Inc. will be  required  to update their existing Best
Management  Practices  (BMP)  plan to address 'th«  potential  for
leakage of gasoline from Tank  Number 42  and nitric acid from the
drum  storage  area.    Specifically,   Luster Glass   Inc.  should
undertake the following two site-specific BMPs and incorporate them
into their  plan.    First, remedial  action must  be  taken  on Tank
Number  42 to  repair  the  damaged  tank.    The  gasoline  must be
transferred to another vessel (e.g., tank truck)  while the tank is
cleaned,  repaired,   welded   or  holes   plugged.     To  prevent
environmental damage at this  site in the future,  the  following BMPs
should be incorporated into the plan:  visual inspection, secondary
containment, preventative maintenance, or some combination thereof.
Secondly, the drum  storage area must be  cleaned up by following
procedures such as  the following:  inventory the drums to identify
the contents and amounts of chemicals therein;   inspect the drums
for deterioration or leaks, and segregate and adequately dispose of
the leaking or deteriorating drums;   remove  and  adequately dispose
of any contaminated soil;  neatly stack the remaining drums in a
manner  to eliminate hazards  to humans  or  the environment by
isolating the drums from walkways or roadways, placing them on an
impervious pad,  covering the  storage area, diking the  area, moving
the storage area away from the  stream or  some combination thereof.
                                16-24

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                                                  Fact Sheet
                                                  Page 17 of 21
XI.  Information Sources
While developing effluent limitations, monitoring requirements, and
special conditions for the draft permit, the following information
sources were used:

(1)  EPA NPDES Application Forms  1  and  2C dated October 1980 and
     February 1985, respectively.

(2)  State Effluent Standards, Part 304 of the State Administrative
     Code, Title 35 - Environmental  Protection;  Subtitle C - Water
     Pollution, adopted March 17,  1980.

(3)  Division files related to the Luster Glass Inc. NPDES Permit
     NO. IL0654321.

(4)  State  Water  Quality  Standards,  Part  302  of  the  State
     Administrative  Code,  Title  35 -  Environmental Protection;
     Subtitle C - Water Pollution, adopted March 17, 1980.

(5)  EPA Technical Support Document  for  Water Quality-Based Toxics
     Control.

(6)  40 CFR Parts 423, 433, and 426.
                               16-25

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                                                   Fact Sheet
                                                   Page 18 of 21
Date

03-88
04-88
05-88
06-88
07-88
08-88
09-88
10-88
11-88
12-88
01-89
02-89
                              TABLE 1
                    DISCHARGE MONITORING REPORT
                         LUSTER GLASS INC.

                 March 1988 through  February  1989
      Flow  (mgd)
Mon. Aver.  Daily Max.
4.575
4.554
4.552
4.568
4.585
4.588
4.571
4.568
4.553
4.551
4.550
4.560
4.583
4.567
4.569
4.573
4.589
4.591
4.581
4.572
4.573
4.541
4.561
4.570
TSS
flb/dl

180.4
245.2
429.3
308.7
Oil &
Grease
(Ib/dV

19
27
88
22
Phosphorus
flb/dl

14
18
29
15
                              16-26

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                                                   Fact Sheet
                                                   Page 19 of 21

                       TABLE 1  (Continued)
                   DISCHARGE MONITORING REPORT
                        LUSTER GLASS INC.

                 March 1988 through February 1989

           pH       Temperature    Zinc      Lead       COD
Date      fS.U.l    (degrees F)    fma/11   .  fma/ll     fma/11

03-88     6.6       80             0.21      0.10       50
04-88
05-88
06-88     7.1       83             0.08      0.17
07-88
08-88
09-88     9.0       78             0.09      0.12
10-88
11-88
12-88     8.1       61             0.06      0.38
01-89
02-89
                            16-27

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                                                   Fact Sheet
                                                   Page 20 of 21

                        TABLE 1  (Continued)
                    DISCHARGE MONITORING REPORT
                         LUSTER  GLASS INC.

                 March 1988 through February 1989


Toxicity Test Data:  Unless  otherwise  indicated,  acute  toxicity
                     tests  were  conducted using fathead minnow and
                     reported as 48 hr. LCSO; chronic toxicity tests
                     were  conducted   using  fathead  minnows  and
                     reported as 7  day NOEC.

                     LC50           NOEC
DATE            (%  effluent)    (% effluent)

3/88            58.0          50
4/88            25.2          3
5/88            55.0          10
6/88            46.3          30
7/88            44.8          25
8/88             5.9          1
9/88            67.8          10
10/88            3.9          1
11/88           50.1          30
12/88           52.0          10
1/89            32.1       .   3
2/89            41.7          30


*    Toxicity  tests  using Ceriodaphnia  dubia  48 hour  survival
     (acute) and 7  day  reproduction  (chronic)
                              16-28

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                                             Fact Sheet
                                             Page 21 of 21
                       TABLE  2
            PROPOSED EFFLUENT LIMITATIONS
              NPDES PERMIT NO. IL0654321
                    DAILY MAXIMUM
                                   MONTHLY AVERAGE
PARAMETER
Flow (mgd)
TSS
Oil & Grease
Phosphorous
PH
Temperature
Total Lead
Total Zinc
Whole' Effluent
Toxicity (WET)
a/ pH shall be
b/ Not greater
LBS/DAY
Report
451.1
104.2
16.5
a/
b/
1.52
3.75
c/
within the
MG/L
—
11.86
2.74
0.43
—
—
0.04
0.10
—
range of
LBS/DAY
Report
351.3
104.2
16.5
—
—
1.14
s 3.75
c/
MG/L
—
9.23
2.74
0.43
—
—
0.03
0.10
— —
6.0 - 9.0 standard units
than 2.8 degrees Centigrade above
ambient, or
c/
     1.7  degrees  Centigrade  above  the  following  maximum
     limits:
     December 1 through March 31
     April 1 through November 30
                              16 deg C  (60 deg F)
                              32 deg C  (90 deg F)
Discharges of  effluent with toxicity  greater than  the
following amounts are prohibited: Maximum Daily  Chronic
Toxicity of 5.9 TU.C and Average Monthly Chronic Toxicity
     of 3.7 TUe.
                         16-29

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EXAMPLE RESPONSE
  TO COMMENTS
       16-30

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                             RESPONSE TO .COMMENTS
                             FINAL PERMIT DECISION

This is our response to comments received on the subject draft permit  in
accordance with regulations promulgated at 40 CFR Part 124.17.

Permit No.      "       LA0006181

Applicant:              Allied Chemical Corporation
                        P.O. Box 226
                        Geismar, Louisiana  70734

Issuing Office:         U.S. Environmental Protection Agency
                        Region 6
                        144S Ross Avenue
                        Dallas. Texas  75202-2733

Prepared By:            Edward C. McHam. Engineer
                        Industrial Permits Section (6W-PI)
                        Permits Branch
                        Vater Management Division
                        (214) 655-7180

Permit Action:          Final permit decision and response to comments
                        received on the draft permit publicly noticed on
                        7/7/84.

Date Prepared:          9/5/84

Unless otherwise stated, citations to 40 CFR refer to promulgated regulations
listed at Title 40, Code of Federal Regulations, revised as of 7/1/83.

The following comments have been received on the draft permit:

      Letter Dessert (Allied) to Caldwell (EPA) dated 7/30/84

ISSUE NO. 1

The draft permit establishes biomonitoring requirements at Outfall 004.  The
company requests deletion of these requirements.

RESPONSE NO. 1

The request Is denied.

The permittee states that biomonitoring will be duplicative and unnecessary
because:

       (1)   EPA has identified the  toxic pollutants  of  concern.

       (2)   The proposed permit places  BAT  limits  and monitoring  requirements
            on these pollutants.
                                   16-31

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PERMIT NO. LA0006181         RESPONSE, TO COMMENTS

      (3)   The BAT limits are more restrictive than water quality-based
            limitations.

      (4)   Biomonitoring results could be distorted and masked by the osmotic
            stress on test organisms exerted by the salts present in an H?
            plant effluent.

The biomonitoring method is a standardized method used throughout EPA Region 6
to measure the toxicity of various effluents which contain toxic componer.es.
The test is not based on water quality impacts of a specific receiving scream.
Under Section 308 of the Clean Water Act, EPA Region 6 has the authority to
require permittees to support development of data bases such as those
associated with toxics.  Therefore, biomonitoring requirements as established
in the draft permit are retained in the final permit.
                                  16-32

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                                                        Mil'-,      -r- .-~
         Chevron Chemical Company                           ' \ -v^rr, \~ •,5•-. ,v
         PO. Bo» 78. Si. James. LA 70086 • Phone (504| 473-7946

                                 January 12,  1990
D P Teichman
S:-"           CERTIFIED MAIL -  RETURN RECEIPT # P 965 729 397
Ms. Ellen Caldwell
Permits Branch  (6W-PS)
U.S. EPA Region VI
1445 Ross Avenue
Dallas, TX  75202-2733

SUBJECT:    CHEVRON CHEMICAL COMMENTS
            NPDES PERMIT NO. LA0029963

Dear Ms. Caldwell:

We  have  reviewed  draft  NPDES  Permit  No.  IA0029963  for  Chevron
Chemical's St.  James Plant issued  for public comment  by the EPA  on
December 16, 1989.  We have the following comments:

  1.   As represented  in the Fact Sheet  (Part VIII.Section c 1),  we
       understand an administrative order  will  be  issued  concurrent
       with   the  final   permit  decision.      We   understand   the
       administrative order will  establish interim  limits  which  will
       be in,effect until 2/1/91,  when our upgraded effluent treatment
       plant will be operational.  As  a result,  we have not reviewed,
       and are not providing comments  on  the draft permit relative to
       it being  in effect during the interim period (i.e.  from  final
       permit issuance to  2/1/91).

  2.   We want  to clarify that the discharge description included in
       Part  V of the Fact  Sheet is  representative  of our  current
       facility  discharge.    Following  completion  of  our  ongoing
       facility  expansion, the  concentration  of pollutants  in  our
       discharge will significantly decrease and  the discharge flowrate
       will  increase  from current  levels.   These changes  to  our
      . discharge were detailed in our submittals  to the EPA and  have
       been properly recognized in development of the proposed permit
       limits.

  3.   We request that you change the pH of  the Outfall 002 from 9.0
       to 10.0.  The  plant's clarified  water and  firewater is purchased
       and is lime softened with a pH of 10.  This water has a high pH
       but a low alkalinity and is not hazardous to  personnel nor to
       the environment.

       In the  last  6 months  we have  had 2 permit  ei
       these water systems.   In the  first instance,  b
       the paved areas of the plant with firewater, we
       pH limit.   In the second instance, a number of clarified --a-er
                                                         JAN 181590


                               16-33
                                                               3- Wash ing
                                                                the 9.0

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       and  firewater lines failed  due to the  hard  December freeze.
       This water overflowed the retention pond and again we had a
       permit exceedence.

       We  have  developed  and have  begun  implementing  a  plan  to
       eliminate  continuous   sources  of  high  pH  water  currently
       discharged to our retention pond.  This work will be completed
       by the 1/1/91.  He therefore feel that a  change of the pH limit
       on Outfall  002  fr
       the environment aid would eliminate nuisance excursions.
We appreciated receiving
om 9.0 to 10.0 would not endanger people nor
 the  well-organized and readable fact  sheet
which  clearly  established the  basis  for  the  permit requirements.
Although the proposed permit limits are substantially lower than those
in our previous permit, we expect to be able to achieve and maintain
compliance  once  our  upgraded  effluent treatment  plant  is  fully
operational.

If you  have any questions or wish to  discuss  our comments further,
please do not hesitate to  contact me or my staff.

                           Very truly yours,
                              P. Teichman

LLR/vho
                                16-34

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                              PRACTICAL EXERCISE

                          The Administrative Process

DIRECTIONS;

You are a permit writer and have issued an NPDES permit for Luster Glass Inc.,
a glass manufacturer located on the Illinois River.  Luster Glass Inc., unhappy
with your work, seeks an administrative appeal  of  the permit and in so doing,
raises the following issues:

      •     The permit is improperly based on the provisions  of 40 CFR Part 426
            (Glass Manufacturing Point Source Category);

      •     The  effluent   limitations  for  zinc   and  lead  are  calculated
            incorrectly;

      •     Luster Glass Inc.'s request to delete the duty to mitigate condition
            was improperly ignored;

      •     The weekly monitoring requirements for  lead and zinc are excessive;
            and

      •     The Agency violated  its regulations  ana  established policy  by
            refusing to hold a hearing as requested by Luster Glass Inc.

QUESTIONS;

(1)   Assuming Luster Glass Inc.'s  appeal is granted, what effect will this have
      on the effectiveness of the NPDES permit?

(2)   What standard  of  review should the Hearing Officer use  to evaluate the
      permit?

(3)   You have been  called  upon to testify on behalf  of the Permit Authority.
      How do you respond to each of the issues raised by Luster Glass Inc.?

      (a)   The improper use of regulations:


      (b)   The calculation of limitations:


      (c)   The inclusion of the duty to mitigate condition:


      (d)   The excessive monitoring requirements:


      (e)   The failure to hold a hearing:
(4)   In  addition  to  this  logically  organized  and  undeniably  scientific
      testimony concerning  your actions in  developing this permit,  what other
      assistance might you be asked to lend to your attorney?
(5)   Once the Hearing Officer has made a decision, what is the next step in the
      process of getting the Luster Glass permit final and effective?
                                         16-35

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16-36

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               PERMIT WRITERS ON APPEAL




     •    Witness for permit authority



     •    Source of technical knowledge for attorney



     •    Assist in developing cross-examination questions



NOTES:
                             16-37

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                      MAJOR MODIFICATIONS
       1.   Reopener condition
       2.   Correct technical and legal mistakes
       3.   Failure to notify interested State
       4.   New information
       5.   Alterations justifying new/different conditions
       6.   New regulations
       7.   Modification of a compliance schedule (> 120 days)
       8.   Require POTW to develop pretreatment programs
       9.   Unsuccessful BPJ treatment installed
      10.   Address non-limited pollutants
      11.   Variance request
      12.   Adjust limits to reflect net pollutant treatment
      13.   Insert 307(a) toxic or Part 503 sludge use/disposal
      14.   Establish notification levels
NOTES:
                                   16-38

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                    MINOR MODIFICATIONS

     1.   Typographical errors
                   ^
     2.   More frequent monitoring

     3.   Change in interim compliance date (<120 days)

     4.   Change in ownership

     5.   Change in construction schedule for new source

     6.   Deletion of point source outfall

     7.   Incorporate approved local pretreatment program
                    PERMIT TERMINATIONS

          Suspend effectiveness in emergency

          Terminate for falsifications, recalcitrants or changed conditions

          Post public notice intentions and offer permittee a hearing
NOTES:
                                 16-39

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            APPLICABLE EFFLUENT STANDARDS
                      REVIEW EXERCISE
     1.    Industrial facilities are subject to:

     2.    POTWs are subject to:	
     3.    Federal facilities are subject to:
     4.    Industrial storm water
     5.    Municipal storm waterfis subject to:
is subject to:
     6.    Combined sewer overflows are subject to:

     7.    New sources are subject to: 	
     8.    New dischargers are subject to:
NOTES:
                               16-40

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                                           Permit No.:  IL0654321


                 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY


                     AUTHORIZATION  TO DISCHARGE  UNDER THE

                NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM


      In compliance with the provisions of the Clean Water Act, as amended, (33
U.S.C. S1251 et seq; the "Act"),



      LUSTER GLASS, INC.



is authorized to discharge from a facility located in Morris, Illinois


to receiving waters named the Illinois River

in  accordance  with   discharge  point(s),   effluent  limitations,  monitoring
requirements and other conditions set forth  herein.  Authorization  for discharge
is limited to those outfalls specifically listed in "the permit.



      This permit shall become effective

      August 31, 1989
      This permit and the  authorization to discharge shall expire at midnight,
August 31, 1994.
Signed this       day of
Authorized Permitting Official

Director
Water Management Division	
             Title
                                        16-41

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                                                   PART I

                                                   Page 2 of 19
                                                   Permit No.:   IL0654321
                               TABLE OF CONTENTS

Cover Sheet—Issuance and Expiration Dates

I.    Effluent Limitations and Monitoring Requirements

      A.   Definitions
      B.   Description of Discharge Points
      c.   Specific Limitations and Self-Monitoring Requirements
               (Includes Compliance Schedules as Appropriate)

II.   Monitoring, Recording and Reporting Requirements

      A.   Representative Sampling
      B.   Monitoring Procedures
      C.   Penalties for Tampering
      D.   Reporting of Monitoring Results
      E.   Compliance Schedules
      F.   Additional Monitoring by the Permittee
      G.   Records Contents
      H.   Retention of Records
      I.   Twenty-four Hour Notice of Noncompliance Reporting
      J.   Other Noncompliance Reporting
      K.   Inspection and Entry

III.  Compliance Responsibilities

      A.   Duty to Comply
      B.   Penalties for Violations of Permit Conditions
      C.   Need to Halt or Reduce Activity not a Defense
      D.   Duty to Mitigate
      E.   Proper Operation and Maintenance
      F.   Removed Substances
      G.   Bypass of Treatment Facilities
      H.   Upset Conditions
      I.   Toxic Pollutants
      J.   Changes in Discharge of Toxic Substances

IV.   General Requirements

      A.   Planned Changes
      B.   Anticipated Noncompliance
      C.   Permit Actions
      D.   Duty to Reapply
      E.   Duty to Provide Information
      F.   Other Information
      G.   Signatory Requirements
      H.   Penalties for Falsification of Reports
      I.   Availability of Reports
      J.   Oil and Hazardous Substance Liability
      K.   Coast Guard
      L.   Property Rights
      M.   Severability
      N.   Transfers
      O.   State Laws
      P.   Water Quality Standard Requirements-Reopener Provision
      Q.   Toxicity Reopener Provision

V.    Special Requirements

      A.   Best Management Practices (BMP) Plan
      B.   BMP Implementation
      C.   Site-Specific BMPs
                                         16-42

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                                                   PART I

                                                   Page 3 of 19
                                                   Permit No.:   IL0654321


I.     EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS

      A.   Definitions.

           1.   The "30-day (and monthly) average," other than for fecal coliform
                bacteria and total coliform bacteria,  is the arithmetic average
                of all samples collected during a  consecutive  30-day period or
                calendar month, whichever is applicable.  Geometric means shall
                be calculated  for fecal coliform  bacteria and total  coliform
                bacteria.   The calendar month  shall  be  used  for  purposes  of
                reporting  self-monitoring  data  on discharge monitoring  report
                forms.

           2.   The "7-day (and weekly) average,"  other than for fecal coliform
                bacteria and total coliform bacteria,  is the arithmetic mean of
                all  samples  collected  during a  consecutive  7-day period  or
                calendar week,  whichever is applicable.  Geometric means shall be
                calculated  for  fecal coliform  bacteria  and  total  coliform
                bacteria.  The 7-day and weekly averages are applicable only to
                those effluent characteristics for which there are 7-day average
                effluent limitations.  The calendar week which begins on Sunday
                and ends on  Saturday,  shall be used  for purposes  of reporting
                self-monitoring  data  on   discharge   monitoring  report  forms.
                Weekly averages shall be calculated for all calendar weeks with
                Saturdays in the month.  If a calendar week overlaps two months
                (i.e., the Sunday  is in  one month  and  the  Saturday  in  the
                following month),  the weekly average calculated  for that calendar
                week shall be included in  the data for the month that contains
                the Saturday.

           3.   "Daily Maximum" ("Daily Max.") is the  maximum value allowable in
                any single sample or instantaneous measurement.

           4.   "Composite samples"  shall  be  flow  proportioned.   The composite
                sample shall, as  a minimum,  contain  at  least  four (4)  samples
                collected  over . the  compositing  period.    Unless  otherwise
                specified, the time  between the collection of  the first sample
                and the last  sample shall not be less than six (6) hours nor more
                than 24 hours.  Acceptable methods for preparation of composite
                samples are as follows:

                a.   Constant  time  interval  between  samples,  sample  volume
                     proportional to flow rate at time of  sampling;

                b.   Constant  time  interval  between  samples,  sample  volume
                     proportional to total flow  (volume) since  last  sample.  For
                     the first sample, the flow rate  at the time the sample was
                     collected may be used;

                c.   Constant  sample  volume, time   interval  between  samples
                     proportional to flow  (i.e.,  sample taken every  "X" gallons
                     of flow); and,

                d.   Continuous collection of  sample, with sample collection rate
                     proportional to flow rate.

           5.   A "grab"  sample,  for monitoring requirements,  is  defined as  a
                single "dip and take" sample collected at a representative point
                in the discharge stream.
                                      16-43

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                                         PART I

                                         Page 4 of 19
                                         Permit No.:  IL0654321

 6.   An "instantaneous" measurement, for monitoring requirements, La
      defined as a single reading, observation, or measurement.

 7.   "Upset"  means  an  exceptional  incident  in  which  there  is
      unintentional and temporary noncompliance with technology-based
      permit  effluent  limitations  because  of  factors  beyond  the
      reasonable control of the permittee.  An upset does not include
      noncompliance  to  the  extent  caused  by  operational  error,
      improperly designed treatment  facilities,  inadequate treatment
      facilities,  lack of  preventive  maintenance,  or  careless  or
      improper operation.

 8.   "Bypass" means the  intentional diversion of  waste  streams from
      any portion of a treatment facility.

 9.   "Severe property  damage"  means substantial physical  damage to
      property, damage to  the treatment facilities which causes them to
      become inoperable, or substantial and permanent loss of natural
      resources  which can  reasonably be  expected to occur  in  the
      absence  of a  bypass.   Severe property  damage does  not  mean
      economic loss caused by delays in production.

10.   "Director" means  director of  the United  States Environmental
      Protection Agency's Water Management Division.

11.   "EPA" means the United States Environmental Protection Agency.

12.   "Sewage Sludge" is any solid, semi-solid or liquid residue that
      contains materials removed from domestic sewage during treatment.
      Sewage  sludge includes,  but  is  not  limited to,  primary  and
      secondary solids and sewage sludge products.

13.   "Acute Toxicity"  occurs when  50  percent or  more  mortality is
      observed for either  test species (See Part  I.e.) at any effluent
      concentration.  Mortality in the control must simultaneously be
      10 percent  or less for the effluent results to be considered
      valid.

14.   "Chronic  Toxicity"  occurs  when  the  survival,   growth,   or
      reproduction,  as  applicable,  for  either test  species,  at  the
      effluent dilution(s) designated in this permit  (see Part I.e.),
      is significantly less (at the 95 percent confidence level) than
    .  that observed for the control specimens.
                              16-44

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                                             PART I

                                             Page 5 of 19
                                             Permit No.:   IL0654321


B.   Description of Discharge Points

The authorization .to  discharge  provided under this permit  is limited to
those  outfalls  specifically  designated  below  as  discharge  locations.
Discharges  at  any location  not authorized  under an  NPDES permit  is  a
violation  of  the Clean  Water Act  and  could  subject  the  person{e}
responsible for such discharge to penalties under Section 309 of the Act.
Knowingly discharging from an unauthorized location or failing to report an
unauthorized discharge within a reasonable time from first learning of an
unauthorized discharge could subject such person to criminal penalties as
provided under the Clean Water Act.

Outfall
Serial Number        Description of Discharge Point

     001             Discharge of effluent from  the  wastewater treatment
                     oil/water separator and  settling  basins,  and  cooling
                     tower blowdown to the Illinois River.
                                16-45

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                                                   PART I

                                                   Page 6 of 19
                                                   Permit No.:  IL0654321

C.    Specific Limitations and Self-Monitoring Requirements

      1.   Effluent Limitations  (Outfall 001)

           Effective  immediately and lasting through  the  life of the permit, the
           permittee  is  authorized  to  discharge  from  Outfall  001.    Such
           discharges shall be limited by the permittee as specified below:


Effluent                        30-Day  a/         Daily  a/
Parameter                       Average            Maximum

Flow, MGD                       N/A                N/A

Total Suspended Solids,
Ib/day                          351.3              451.1
mg/1                            9.23               11.86
Oil and Grease,
Ib/day
mg/1
104.2              104.2
|2.74               2.74
Total Phosphorus,               ;
Ib/day                          J16.5               16.5
mg/1                            0.43               0.43

Total Zinc,
Ib/day                          3.75               3.75
mg/1                            0.1                0.1

Total Lead,
Ib/day                          1.14               1.52
mg/1                            0.03               0.04.
                                                      /
Whole Effluent Toxicity
(WET), TUe b/                   3.7                5.9

pH, s.u.                        c/                 £/

Temperature                     d/                 d/

There shall be no discharge of floating solids or visible foam in other than trace
amounts.


a/    See Definitions, Part I.A. for definition of terms.

b/    The permittee shall demonstrate compliance with WET requirements specified
      in Part I.e.3 of this permit.

£/    pH shall not be less than 6.0 s.u. nor  greater than 9.0 s.u.

d/    Temperature shall not be greater than 2.8 degrees  Centigrade above ambient,
      or  1.7 degrees  Centigrade  above the  following maximum limits:   from
      December 1 through March 31,  16 degrees Centigrade (60 degrees  Fahrenheit)
      and from April  1 through November 30,  32 degrees Centigrade  (90 degrees
      Fahrenheit).
                                        16-46

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                                                   PART I

                                                   Page 7 of 19
                                                   Permit No.:  IL0654321

C.    Specific Limitations and Self-Monitoring Requirements (Cont.l

      2.   Self-Monitoring Requirements (Outfall 001)

           As a minimum, upon  the  effective  date of this permit,  the following
           constituents shall be monitored at the frequency  and with the type of
           measurement indicated; samples or measurements shall be representative
           of the volume and nature of the monitored discharge.  If no discharge
           occurs during the entire monitoring period,  it shall be stated on the
           Discharge Monitoring Report Form (EPA No. 3320-1)  that no discharge or
           overflow occurred.
Effluent
Parameter

Flow, MGD   b/

Temperature

Total Suspended Solids

Oil and Grease

Total Phosphorus

Total Zinc

Total Lead

Whole Effluent Toxicity
(WET), Chronic

PH
                          Frequency

                          Daily

                          Daily

                          Weekly

                          Weekly

                          Weekly

                          Weekly

                          Weekly


                          2/Month

                          Daily
Sample Type  a/

Instantaneous or Continuous

Continuous

24-Hour Composite

Grab

24-Hour Composite

24-Hour Composite

24-Hour Composite


24-Hour Composite  .

Continuous or Grab
      Sampling by the permittee for compliance with the monitoring requirements
      specified above shall be performed at the following locations(s):  within
      100 feet of Outfall 001 to the Illinois River.
a/
See definitions, Part I.A.
b/    Flow measurements of effluent  volume  shall be made in such a manner that
      the permittee can affirmatively demonstrate that representative values are
      being obtained.
                                     16-47

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                                                   PART I

                                                   Page 8 of 19
                                                   Permit No.:   IL0654321

C.    Specific Limitations and Self-Monitoring Requirements (Cont.)

      3.   Whole Effluent Toxicity Testing - Chronic Toxicity

           Starting  the effective  date of  this permit,  the  permittee  shall
           conduct biweekly chronic toxicity tests on a 24 hour composite sample
           of the final effluent.  If chronic toxicity is detected, the permittee
           shall  conduct   a  Toxicity  Reduction  Evaluation,   according   to
           specifications  in Part I.e.4  of this permit.   Test  species  shall
           consist  of  Pimephales promelas  (Fathead  minnows).    The  chronic
           toxicity  tests  shall  be  conducted in general  accordance with  the
           procedures set out in the latest revision of "Short-Term Methods  for
           Estimating the Chronic Toxicity of Effluents and Receiving Waters to
           Freshwater Organisms",  EPA/600-4-89-001.  If  control mortality exceeds
           20 percent,  the test shall  be  considered invalid.   Chronic toxicity
           occurs when the No Observed  Effect Concentrations (NOECs) (calculated
           within  a  95  percent   confidence  interval)  exceed(s)  the  permit
           limit(s).  Test  results shall be  reported  along with  the Discharge
           Monitoring Report  (DMR) submitted for the end of the calendar period
           during which the  whole  effluent test was  run.   The  report  shall
           include all  the physical  testing  as specified and shall report test
           conditions, including temperature,  pH, conductivity, mortality, total
           residual  chlorine  concentration,  control mortality,  and statistical
           methods used to calculate an NOEC.

           If the results for one year  (26 consecutive weeks) of whole effluent
           testing indicate  no chronic toxicity, the permittee may request, the
           permit issuing  authority to allow  the  permittee to  reduce  testing
           frequency.   The  permit  issuing authority  may approve,  partially
           approve,  or  deny the  request  based on   results  and  other available
           information.

      4.   Toxicity  Reduction Evaluation (TRE)

           If the permittee fails  to meet toxicity requirements  specified in this
           permit, the  permit issuing  authority shall determine  that a  TRE is
           necessary.   The permittee shall  be  so notified and  shall initiate a
           TRE immediately thereafter.   The TRE shall include  a TRE Test Plan
           that must be submitted to  the permitting authority  within  60 days
           after notification of  a TRE requirement.   The permitting authority
           will then establish a deadline for compliance.  The purpose of the TRE
           will be to establish the cause of the toxicity, locate the source(s)
           of the toxicity,  and  control or provide treatment  for the toxicity
           prior to  the deadline.

           If acceptable  to the  permit issuing authority, this  permit  may be
           reopened  and  modified  to  incorporate  any  additional  numerical
           limitations, a modified compliance schedule if judged necessary  by the
           permit issuing authority, and/or a modified whole effluent protocol.

           Failure to  conduct an  adequate TRE, or  failure  to  submit a  plan or
           program as  described  above, or  the submittal of a  plan or  program
           judged inadequate by the permit issuing authority,  shall in  no way
           relieve the  permittee  from  the deadline  for compliance contained in
           this permit.
                                       16-48

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                                                   PART II

                                                   Page 9 of 19
                                                   Permit No.:   IL0654321

II.    MONITORING,  RECORDING AND REPORTING REQUIREMENTS

      A.   Representative  Sampling.    Samples  taken  in compliance  with  the
           monitoring requirements established under  Part I  shall  be  collected
           from the effluent stream prior to discharge into the receiving waters.
           Samples and measurements  shall  be representative of the volume  and
           nature of  the monitored discharge.

      B.   Monitoring Procedures.  Monitoring must be  conducted according to test
           procedures  approved under   40   CFR  Part  136,  unless  other  test
           procedures have been specified in this permit.

      C.   Penalties   for  Tampering.    The  Act provides  that  any person  who
           falsifies,  tampers  with,  or  knowingly   renders  inaccurate,   any
           monitoring device  or method  required  to  be  maintained under  this
           permit shall,  upon  conviction, be punished  by a fine of not  more than
           $10,000 per violation,  or  by  imprisonment for not more than two years
           per violation,  or by both.

      D.   Reporting  of Monitoring Results.  Effluent monitoring results obtained
           during the previous month(s) shall be  summarized  for each  month and
           reported on  a Discharge  Monitoring  Report Form  (EPA  No.  3320-1),
           postmarked no  later than  the  28th day of the  month following  the
           completed   reporting period.    If no  discharge   occurs during  the
           reporting  period,  "no  discharge" shall r*>e reported.  Until further
           notice, sludge  monitoring results may be  reported  in the testing
           laboratory's normal  format  (there is  no  EPA  standard  form at  this
           time),  but should be on letter size pages.  Legible copies  of these,
           and all other reports required herein,  shall be signed and  certified
           in accordance  with the Signatory Requirements  (see Part   IV).  and
           submitted  to the Director,  Water Management Division and  the State
           water pollution control agency at the following addresses:

           original to:     United  States Environmental Protection Agency
                           Attention:  Water Management Division
                                        Compliance Branch

           copy to:        State Department of Health
                           Attention:  Permits and Enforcement

      E.   Compliance Schedules.  Reports of compliance or noncompliance with, or
           any progress reports on interim  and  final requirements  contained in
           any Compliance Schedule of.  this permit shall be  submitted no later
           than 14 days following  each  schedule date.

      F.   Additional Monitoring by the Permittee.  If the permittee monitors any
           pollutant  more frequently than  required by this  permit, using test
           procedures approved under  40 CFR 136 or as specified in this permit,
           the results of this monitoring  shall be included  in the calculation
           and reporting  of the  data  submitted  in  the DMR.   Such  increased
           frequency  shall also be indicated.

      G.   Records Contents.  Records of monitoring information shall  include:

           1.   The date,  exact place,  and time of sampling or measurements;

           2.   The initials or name(s) of  the  individual(s)  who  performed the
                sampling or measurements;

           3.   The date(s)  analyses  were performed;

           4.   The time(s)  analyses  were initiated;
                                     16-49

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                                             PART II

                                             Page 10 of 19
                                             Permit No.:  IL0654321

     S.   The  initials or  name(s)  of individual(s)  who performed  the
          analyses;

     6.   References  and written  procedures,  when  available,  for  the
          analytical techniques or methods used; and,

     7.   The  results  of  such  analyses,  including  the bench  sheets,
          instrument  readouts,  computer  disks  or  tapes,  etc., used  to
          determine these results.

H.   Retention of  Records.    The permittee  shall  retain records  of  all
     monitoring  information,  including all  calibration  and  maintenance
     records  and  all  original  strip  chart recordings  for  continuous
     monitoring  instrumentation,  copies  of all reports required  by this
     permit, and records of all data used to complete the application for
     this permit, for a period of at least three years from the date of the
     sample,  measurement,  report  or  application.   This  period  may  be
     extended by request of the  Director  at  any time.   Data collected on
     site, copies of Discharge Monitoring Reports, and a copy of this NPDES
     permit must be maintained on site during the duration of activity at
     the permitted location.

I.   Twenty-four Hour Notice of Noncompliance Reporting.

     1.   The permittee shall report any noncompliance  which may seriously
          endanger health or  the  environment as soon as possible,  but no
          later  than  twenty-four (24)  hours from the  time  the permittee
          first  became  aware  of  the circumstances.  The  report shall be
          made to the EPA Emergency Response Branch at (312) 293-1788 and
          the State at  (312) 370-9395.

     2.   The following occurrences of noncompliance shall be reported by
          telephone to the EPA Compliance  Branch at  (312)  293-1589 and the
          State  at  (312) 331-4590  by the  first  workday (8:00 a.m.  - 4:30
          p.m. )  following the  day  the  permittee  became  aware  of  the
          circumstances:

          a.   Any  unanticipated   bypass  which  exceeds  any -effluent
               limitation  in  the  permit  (See  Part  III.G..   Bypass  of
               Treatment Facilities.);

         . b.   Any  upset which  exceeds  any  effluent limitation  in  the
               permit  (See Part III.H., Upset Conditions.); or,

          c.   Violation of a maximum daily discharge limitation for any of
               the pollutants listed in the permit to be reported within 24
               hours.

     3.   A written submission shall also be provided  within five days of
          the time that the permittee  becomes aware of the circumstances.
          The written submission shall contain:

          a.   A description of the  noncompliance and  its cause;

          b.   The  period of  noncompliance, including exact  dates  and
               times;

          c.   The estimated time noncompliance is expected to continue if
               it has not been corrected; and,

          d.   Steps  taken  or planned to  reduce,  eliminate,  and  prevent
               reoccurrence of the  noncompliance.
                                 16-50

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                                             PART II

                                             Page 11 of 19
                                             Permit No.:   IL0654321

     4.   The Director may waive the written report  on a case-by-case basis
          if the  oral report has  been received within  24 hours  by  the
          Compliance Branch, Water Management Division by phone, (312) 293-
          1589.

     5.   Reports shall  be submitted  to  the  addresses  in Part  n.D..
          Reporting of Monitoring Results.

J.   Other  Noncompliance  Reporting.    Instances  of  noncompliance  not
     required to be  reported within 24  hours shall be reported at the time
     that monitoring  reports for  Part  II.D. are submitted.  The reports
     shall contain the information listed in Part II.I.2.

K.   Inspection and Entry.   The permittee shall allow the Director, or an
     authorized representative, upon the presentation of  credentials  and
     other documents as may be  required by law, to:

     1.   Enter upon the permittee's premises where  a regulated facility or
          activity is located or conducted, or  where records must be kept
          under the conditions  of this  permit;

     2.   Have access to and copy,  at  reasonable times,  any records that
          must be kept under the conditions of  this permit;

     3.   Inspect at reasonable times any facilities, equipment (including
          monitoring  and control  equipment),   practices,  or  operations
          regulated or required under this permit;  and,

     4.   Sample  or monitor at  reasonable times,  for   the purpose  of
          assuring permit compliance or as otherwise authorized by the Act,
          any substances or parameters  at any location.
                               16-51

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                                                   PART III

                                                   Page 12 of 19
                                                   Permit No.:  IL0654321
III.  COMPLIANCE RESPONSIBILITIES
      A.   Duty to Comply.  The permittee must comply with all conditions of this
           permit.  Any permit noncompliance constitutes a violation of the Act
           and  is  grounds  for- enforcement  action;  for permit  termination,
           revocation and reissuance,  or modification;  or for denial of a permit
           renewal application.  The  permittee  shall give the  Director advance
           notice  of  any planned  changes  at the  permitted  facility or  of an
           activity which may result in permit noncompliance.

      B.   Penalties for Violations of Permit Conditions.  The Act provides that
           any person who violates  a permit  condition implementing Sections 301,
           302, 306,  307,  308, 318,  or 405 of the  Act is subject to  a civil
           penalty not to exceed $25,000 per day of such violation.  Any person
           who willfully or negligently violates permit conditions implementing
           Sections 301, 302,  306,  307,  or 308 of the Act is subject to a fine of
           not less than $5,000, nor more than $50,000 per day of violation, or
           by  imprisonment  for
           provided  in  permit c< mditions  in  Part III.G.. Bypass  of Treatment
           Facilities and Part I
           shall be construed to
           penalties for noncomp
not more  than 3  years, or  both.    Except as
 I.H.. Upset Conditions, nothing in this permit
relieve the permittee of the civil or criminal
 i_ance.
      C.   Need to Halt  or Reduce Activity not  a Defense.   It shall  not  be a
           defense for a permittee  in  an enforcement action that  it would have
           been necessary to halt or reduce the  permitted activity in order to
           maintain compliance with the conditions of this permit.

      D.   Duty to Mitigate.  The permittee  shall take all reasonable steps to
           minimize or prevent any  discharge  in  violation of this permit which
           has a reasonable likelihood  of adversely affecting human health or the
           environment.

      E.   Proper Operation and Maintenance.   The permittee shall at all times
           properly operate and maintain all facilities and  systems of treatment
           and control (and related  appurtenances) which are installed or used by
           the  permittee to  achieve  compliance  with  the  conditions of  this
           permit.   Proper operation  and maintenance also  includes. adequate
           laboratory  controls  and  appropriate  quality  assurance procedures.
           This  provision  requires the  operation  of  back-up  or  auxiliary
           facilities or similar systems which are installed by a permittee only
           when  the  operation  is  necessary   to  achieve  compliance with  the
           conditions of the permit. However, the permittee shall operate, as a
           minimum, one  complete  set of each  main  line unit treatment process
           whether or  not this  process is needed to  achieve  permit effluent
           compliance.

      F.   Removed Substances.  Collected screenings, grit,  solids, sludges, or
           other pollutants removed in  the course of treatment shall be buried or
           disposed of  in such a  manner so  as  to prevent  any  pollutant from
           entering any waters of the state or creating a  health hazard.  Filter
           backwash shall not be directly blended with or  enter either the final
           plant discharge and/or waters of the United  States.

      G.   Bypass of Treatment Facilities;

           1.   Bypass not  exceeding limitations.   The permittee may allow any
                bypass to occur which  does not cause  effluent limitations to be
                exceeded, but  only  if  it also is  for essential maintenance to
                assure efficient operation.   These bypasses are not subject to
                the provisions of paragraphs  2. and 3.  of this section.
                                        16-52

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                                             PART III

                                             Page 13 of 19
                                             Permit No.:   IL06S4321
     2.   Notice:
          a.   Anticipated bypass.  If the permittee  knows  in advance of
               the need  for  a bypass, it  shall  submit prior  notice,  if
               possible at least 60 days  before the date of  the bypass.

          b.   Unanticipated bypass.   The permittee shall submit notice of
               an  unanticipated bypass  as  required   under  Part  II.I..
               Twenty-four Hour Reporting.

     3.   Prohibition of bypass.

          a.   Bypass is prohibited and the Director may take enforcement
               action against a permittee for a bypass, unless:

               (1)   The bypass was unavoidable to prevent  loss of life,
                     personal injury,  or severe property damage;

               (2)   There were no  feasible alternatives to  the bypass,
                     such as  the  use  of auxiliary treatment facilities,
                     retention of  untreated wastes, or maintenance during
                     normal periods of equipment downtime.  This condition
                     is not satisfied  if adequate back-up equipment should
                     have been  installed in  the  exercise of reasonable
                     engineering  judgement "to prevent  a  bypass  which
                     occurred during normal periods of equipment downtime
                     or preventive maintenance; and,

               (3)   The permittee  submitted  notices  as required under
                     paragraph 2.  of this section.

          b.   The  Director   may  approve  an  anticipated  bypass,  after
               considering its adverse effects, if the Director determines
               that  it  will   meet the three  conditions  listed  above in
               paragraph 3.a. of this section.

H.   Upset Conditions.

     1.   Effect of an upset.  An upset constitutes an affirmative defense
          to an  action brought for  noncompliance  with  technology, based
          permit effluent limitations if the requirements of paragraph 2.
          of  this  section  are  met.    No  determination  made  during
          administrative review of claims that noncompliance was caused by
          upset,  and  before  an  action  for  noncompliance,  is  final
          administrative  action   subject   to  judicial  review  (i.e.,
          Permittees will have the opportunity for a judicial determination
          on any claim of upset only in an enforcement action brought for
          noncompliance with technology-based permit effluent limitations).

     2.   Conditions necessary for a demonstration of upset...  -A permittee
          who wishes to establish the affirmative  defense of upset shall
          demonstrate, through properly signed, contemporaneous operating
          logs, or other relevant evidence that:

          a.   An upset occurred and  that  the permittee  can identify the
               cause(s) of the upset;

          b.   The  permitted facility  was  at the time being properly
               operated;

          c.   The permittee  submitted notice  of  the upset  as required
               under Part II.I.. Twenty-four Hour Notice of Noncompliance
               Reporting; and,

          d.   The permittee complied with any remedial measures required
               under Part III.P..  Duty to Mitigate.
                              16-53

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                                             PART III

                                             Page 14 of 19
                                             Permit No.:  IL0654321

     3.   Burden of proof.   In any enforcement proceeding,  the permittee
          seeking to establish the occurrence of an upset has the burden of
          proof.

I.   Toxic Pollutants.  The permittee shall  comply with effluent standards
     or prohibitions established under Section 307(a) of the Act for toxic
     pollutants within the time provided in  the regulations that establish
     those standards or prohibitions, even  if the permit has not yet been
     modified to incorporate the requirement.

J.   Chances  in Discharge  of  Toxic Substances.  Notification shall  be
     provided to the  Director as soon as the  permittee knows  of,  or has
     reason to believe:

     1.   That any activity has occurred or will occur which would result
          in the discharge, on a routine or frequent basis,  of any toxic
          pollutant which is not limited in the permit, if that discharge
          will exceed the highest of the following -notification levels":

          a.   One hundred micrograms per liter (100 ug/L);

          b.   Two hundred micrograms per liter (200 ug/L)  for acrolein and
               acrylonitrile; five hundred micrograms per  liter (500 ug/L)
               for 2,4-dinitrophenol and for 2-methyl-4, 6-dinitrophenol;
               and one milligram per liter  (1 mg/L) for antimony;

          c.   Five (5) times the maximum concentration value reported for
               that pollutant in the permit  application in accordance with
               40 CFR 122.21(g)(7); or,

          d.   The level established by the  Director  in accordance with 40
               CFR 122.44(f).

     2.   That any activity has occurred or will occur whicl. would result
          in any  discharge,  on  a  non-routine or infrequent basis,  of a
          toxic pollutant  which  is  not limited  in  the permit,  if that
          discharge will exceed the highest  of the following "notification
          levels":

          a.   Five hundred micrograms per  liter (500 ug/L);

          b.   One milligram per liter  (1 mg/L) for antimony:

          c.   Ten (10) times the maximum concentration value reported for
               that pollutant in the permit  application in accordance with
               40 CFR 122.21(g)(7); or,

          d.   The level established by the Director  in accordance with 40
               CFR 122.44(f).
                               16-54

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                                                   PART  IV

                                                   Page  15 of 19
                                                   Permit  No.:   IL0654321
IV.    GENERAL REQUIREMENTS
      A.    Planned Changes.   The permittee shall give notice to the Director as
           soon as possible  of any planned physical  alterations or additions to
           the permitted facility.  Notice is required only when:

           1.    The alteration or addition to a permitted facility may meet one
                of the  criteria for determining  whether a  facility  is a  new
                source as determined in 40 CFR 122.29(b); or

           2.    The alteration or addition could significantly change the nature
                or  increase  the quantity  of  pollutants  discharged.    This
                notification applies to pollutants which  are subject neither to
                effluent  limitations  in  the  permit,   nor   to   notification
                requirements under Part IV.A.I.

      B.    Anticipated Noncompliance.  The permittee  shall give advance notice of
           any planned changes in the permitted facility  or activity  which may
           result in noncompliance with permit requirements.

      C.    Permit Actions.  This permit may be modified, revoked and reissued, or
           terminated for cause.   The filing of a request by the permittee for a
           permit modification, revocation and reissuance, or termination,  or a
           notification of planned changes or anticipated noncompliance, does not
           stay any permit condition.

      D.    Duty to Reapplv.   If the permittee  wishes to continue  an activity
           regulated by this permit after the expiration date of this permit,'the
           permittee must apply  for and  obtain a new permit.   The application
           should be submitted at least 180 days before  the expiration date of
           this permit.

      E.    Duty to  Provide  Information.   The permittee  shall furnish to  the
           Director,  within a reasonable time, any  information which the Director
           may request to determine whether cause exists for modifying, revoking
           and reissuing, or terminating this  permit, or to determine compliance
           with this permit.   The permittee shall  also furnish to  the Director,
           upon request, copies of records required  to be kept by  this permit.

      F.    Other Information.  When the permittee becomes  aware that  it failed to
           submit any  relevant  facts  in  a   permit  application,  or  submitted
           incorrect information in a  permit application or any  report  to the
           Director,  it shall promptly  submit such facts  or information.

      G.    Signatory Requirements.   All  applications,  reports or  information
           submitted to the  Director shall be signed and  certified.

           1.    All permit applications shall be signed as follows:

                a.   For a corporation:   by a responsible corporate officer;

                b.   For a partnership  or sole proprietorship:   by  a general
                     partner or the proprietor,  respectively;

                c.   For a municipality,  State, Federal, or other public agency:
                     by either a principal executive officer or ranking elected
                     official.

           2.    All  reports  required  by  the  permit  and  other  information
                requested by the Director shall be signed by a person described
                above or by  a duly authorized representative of that person.  A
                person is a  duly authorized representative only if:

                a.   The authorization  is made in writing by a person described
                     above and submitted to the Director, and,
                                      16-55

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                                             PART IV

                                             Page 16 of 19
                                             Permit No.:  IL06S4321

          b.   The  authorization  specified  either  an  individual  or  a
               position having responsibility for the overall operation of
               the regulated facility or activity,  such  as the position of
               plant  manager,  operator  of   a  well  or  a  well  field,
               superintendent, position of equivalent responsibility, or an
               individual  or  position having  overall  responsibility  for
               environmental matters for the company.   (A duly authorized
               representative may thus be either a  named individual or any
               individual occupying a named position.)

     3.   Changes to authorization.   If an authorization under paragraph
          IV.G.2. is no longer accurate because a different individual or
          position  has  responsibility  for the overall operation of  the
          facility,  a  new  authorization  satisfying the  requirements of
          paragraph IV.G.2. must be submitted to the Director prior to or
          together  with  any reports,  information,  or applications  to be
          signed by an authorized representative.

     4.   Certification.  Any person signing  a document  under this section
          shall make the following certification:

          "I  certify under 'penalty of  law  that  this  document  and  all
          attachments were  prepared under  my direction or supervision in
          accordance with  a  system  designed to  assure that  qualified
          personnel properly gather and evaluate the information submitted.
          Based  on  my inquiry  of  the  person  or persons who  manage  the
          system, or those persons directly responsible for gathering.the
          information, the information submitted  is,  to the best  of my
          knowledge and belief, true, accurate, and complete.  I am aware
          that  there  are  significant  penalties   for  submitting  false
          information, including the possibility of fine and imprisonment
          for knowing violations."

H.   Penalties for  Falsification of Reports.   The Act  provides that any
     person  who  knowingly makes any  false statement,  representation, or
     certification in any record or other document submitted or required to
     be  maintained under  this permit,  including  monitoring  reports or
     reports  of  compliance  or noncompliance  shall,  upon conviction be
     punished  by a fine  of not more  than $10,000 per  violation,  or by
     imprisonment for not more than two years per violation,  or by both.

I.   Availability   of  Reports.     Except  for  data  determined  to  be
     confidential under 40 CFR Part 2,  all reports prepared in accordance
     with the terms of this permit shall be available for public inspection
     at  the  offices of the State water pollution  control agency and the
     Director.   As  required by the Act, permit applications, permits and
     effluent data  shall not be considered confidential.

J.   Oil and Hazardous Substance Liability.  Nothing in this permit shall
     be  construed  to  preclude the  institution of  any  legal  action or
     relieve  the permittee  from  any  responsibilities,  liabilities, or
     penalties to which the permittee  is or may be subject under
     Section 311 of the Act.

K.   Coast Guard.  If the Permittee operates its facility at certain times
     as  a means  of  transportation over water, the Permittee shall comply
     with any  applicable regulations  promulgated by the Secretary of the
     department  in which  the Coast  Guard is  operating,  that establish
     specifications  for  safe  transportation,  handling, carriage,  and
     storage of  pollutants.

L.   Property  Rights.   The  issuance  of this  permit  does not convey any
     property rights of any sort, or any exclusive privileges,  nor does it
     authorize any  injury  to  private  property or any  invasion of  personal
     rights,  nor any  infringement of  federal, state  or local  laws or
     regulations.


                                   16-56

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                                             PART IV

                                             Page 17 of 19
                                             Permit No.:  IL0654321

M.   Sever ability.  The provisions of this permit are severable, and if any
     provision of this permit,  or the application of any provision of this
     permit to any circumstance, is held invalid, the application of such
     provision to other circumstances,  and  the  remainder  of  this permit,
     shall not be affected thereby.

N.   Transfers.   This permit may  be  automatically transferred to  a new
     permittee if:

     1.   The current permittee notifies the Director at least 30 days in
          advance of the proposed transfer date;

     2.   The notice includes a written  agreement between the existing and
          new permittees containing a specific date  for transfer of permit
          responsibility, coverage, and liability between them; and,

     3.   The  Director does not  notify the existing permittee  and the
          proposed new permittee of his  or her intent to modify, or revoke
          and  reissue  the permit.   If  this notice is  not received, the
          transfer  is  effective on the date specified in the agreement
          mentioned in paragraph 2. above.

O.   State Laws.   Nothing  in this permit shall be construed to preclude the
     institution  of  any  legal  action or relieve the permittee  from any
     responsibilities, liabilities, or  penalties  established pursuant to
     any applicable state  law  or regulation under authority  preserved by
     Section 510 of the Act.

P.   Reopener  Provision.    This  permit  may be  reopened  and  modified
     (following   proper   administrative  procedures)  . to   include  the
     appropriate  effluent  limitations (and   compliance  schedule,  if
     necessary),  or other  appropriate requirements  if one or more of the
     following events occurs:
                                          s'
     1.   Water Quality  Standards;  The water  quality standards  of the
          receiving water(s)  to which the permittee discharges are modified
          in such a manner as to require different effluent limits than
          contained in this permit.

     2.   Wasteload Allocation;  A wasteload allocation is developed and
          approved  by the  State  and/or EPA for  incorporation  in this
          permit.

     3.   Water Quality Management Plan;  A revision to the current water
          quality management plan is approved and adopted which calls for
          different effluent limitations than contained in this permit.
                                 16-57

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                                        PART IV

                                        Page 18 of 19
                                        Permit No.:  IL0654321

Toxicitv Limitation-Reopener Provision.  This permit may be reopened
and modified (following proper administrative procedures) to include
a new compliance date, additional or modified numerical limitations,
a new or different  compliance schedule, a change in the whole effluent
protocol, or any other conditions related to the control of toxicants
if one or more of the following events occur:

1.   Toxicity was detected late in the life of  the  permit near or past
     the deadline  for compliance.

2.   The TRE results  indicate  that  compliance with the toxic limits
     will  require  an implementation  schedule past  the  date  for
     compliance  and the  permit  issuing authority agrees with  the
     conclusion.

3.   The  TRE   results   indicate  that  the   toxicant(s)   represent
     pollutant(s)  that may  be  controlled  with  specific  numerical
     limits, and the
     controls are the
     the  permit  issi
     effluent protoco
permit issuing authority agrees that numerical
 most  appropriate  course of action.
4.   Following the implementation of numerical controls on toxicants,
ing  authority  agrees  that  a  modified whole
 is necessary to compensate for those toxicants
     that are controlled numerically.

5.   The TRE reveals other unique conditions or characteristics which,
     in  the opinion  of  the permit  issuing authority,  justify the
     incorporation of unanticipated special conditions  in the permit.
                          16-58

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                                                   PART V

                                                   Page 19 of 19
                                                   Permit No.:  IL0654321

V.  SPECIAL REQUIREMENTS

      A.   Best Management Practices (BMP) Plan

           A BMP plan shall be developed within  six months of permit reiasuance,
           addressing each  of the  nine specific requirements described  in the
           June 1981 EPA document,  NPDES BMP Guidance Document.   Emphasis shall
           be  placed on  good  housekeeping  practices,  visual  inspection,  and
           preventative maintenance.

           The  BMP  plan  shall  be written up  and  delivered  to  the  U.S.
           Environmental Protection Agency no later than February 5, 1990.

      B.   BMP Implementation

           The BMP plan  shall be fully implemented within twelve months of permit
           reissuance.  An implementation report shall be delivered to the U.S.
           Environmental Protection Agency no later than August  5, 1990.

      C.   Site-Specific BMPs

           The following site-specific BMPs shall be included:

           1.   Tank Number 42: Remedial action is required to repair the damaged
                tank.   This  shall  include transfer of the  contents to another
                vessel  (e.g., tank truck),  cleaning  the tank,   and repairing,
                welding, or plugging the hole.  To prevent environmental damage
                in the future, secondary containment is required.  Monthly visual
                inspections and/or preventative maintenance shall be conducted.

           2.   Drum Storage Area:  The drums shall  be inventoried to identify
                the contents and amounts of chemicals therein.  The drums shall
                be  inspected for   deterioration or   leaks.    They  shall  be
                segregated  and  any  leaking  or.-deteriorating  drums shall  be
                disposed of or repaired.   Any contaminated soil shall be removed
                and adequately disposed of.   The remaining drums shall be neatly
                stacked  in a manner  to  eliminate  hazards to  humans or  the
                environment by isolating  the drums from walkways or roadways,
                placing them on  an impervious pad, covering  the storage area,
                diking the area,  moving the  storage area away  from the river, or
                some combination thereof.
                                      16-59

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COMPLIANCE AND ENFORCEMENT

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                    LEARNING OBJECTIVES

          Common errors in permits

          Data management considerations (PCS)

          Enforcement tools and considerations

          Citizens and enforcement
             COMMON ERRORS AND OMISSIONS

     Not:

     •    Issuing permit to correct entity

     •    Ensuring limits are defensible and compatible with PCS

     •    Covering all outfalls

     •    Imposing adequate monitoring or specifying type, frequency
          and location

     •    Using special conditions

     •    Requiring routine DMRs and specifying signatory

     •    Including all standard conditions

     •    Incorporating Federal Regulations without further explanation

     •    Using precise language
NOTES:
                                    17-1

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                 PCS LEARNING OBJECTIVES

          Basic understanding of PCS system

              Development process
              Data elements
              Sources of assistance

          Permit writer's responsibilities
                          PCS POLICY

          Adopted - October 1985

          Designates PCS as the official NPDES data system

          Requires EPA Regions to use
                                              x
          Requires NPDES States to use or have interface capability
NOTES:
                                 17-2

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                                               PERMIT FACILITY DATA
 Parameter
   Limits
    Data
Compliance
 Schedule
   Data
Measurement
  Violation
    Data
     L
Enforcement
Action Data
              Enforcement
              Action Keys
                                                       Pretreatment
                                                        Summary
                                                           Data
                                                      Inspection
                                                        Data -•"
                                                     Permit Event
                           Evidentiary
                             Hearing
                              Data
Grants
 Data
PCI Audit
  Data
              Single Event
                Violation
                 Data
                           - The effluent record types exist on each of the 10 physical Regional files.

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                       PCS ASSISTANCE




         Region/State experts



         EPA HQ/PCS hotline [(202) 260-8529]



         PCS publications



         Other methods
                     PCS PUBLICATIONS




         General retrieval manual



         Inquiry user's guide



         Data element dictionary



         Data entry/edit manual



         Manager's guide to PCS
NOTES:
                                 17-4

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                 PERMIT QUALITY REVIEW CHECKLIST
                          CHECKLIST A-l
         Procedural  Requirements:  ADMINISTRATIVE RECORDS

Question

1.   List any of the following items that have been omitted
     inappropriately from the file.

     a. Permit application and any supporting data furnished by
        applicant;
     b. Draft permit;
     c. Statement of basis or fact sheet;
     d. All documents cited in statement of basis or fact sheet;
     e. If a new source, any environmental assessment,
        environmental impact statement, finding of no significant
        impact or environmental information document and any
        supplement to an EIS that was prepared;
     f. All comments received during public comment;
     g. Tape or transcript of any hearings held and any written
        materials submitted at hearing;
     h. Response to significant comments raised during comment
        period and/or hearing;
     i. Final permit;
     j. Explanation of changes from draft to final permit;
     k. Where appropriate,, materials relating to
               o Consistency determinations under the CZMA
               o Consultation under the Endangered Species Act
               o Determination under section 403(c) of the CWA
                                17-5

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                          CHECKLIST A-2
       Procedural Requirements:  PUBLIC NOTICE AND COMMENT


Question

1.   Was a public notice issued of the preparation of draft
     permit and providing an opportunity for comment at least 30
     days prior to final permit decision?

2.   Was public hearing held?
     (If "no", skip to #4)

3.   Was a notice of public hearing issued at least 30 days prior
     to hearing?

4.   Was a summary response to significant comments raised during
     comment period and/or hearing prepared and issued at time of
     final permit decision?
                          CHECKLIST A~3
          Procedural Requirements:  STATE CERTIFICATION
Question
1.   Was a state certification or waiver of state certification
     received?
2.   List any conditions in the state certification not included
     in the permit. Indicate any reasons provided for omissions.
                                17-6

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                          CHECKLIST A-4
        Procedural Requirements:   RECORDS OF MODIFICATION


Question

1.   Does the permit documentation indicate, that the permit was
     modified, revoked or reissued?
     (If "no", skip to Checklist A-5)

2.   Was the permit modified pursuant to 40 CFR 122.62(a)? If
     "yes", specify the basis identified in the permit
     documentation: (alteration; new information; new
     regulations; compliance schedules; variance request; 307(a)
     toxic standard; net limits; reopener; nonlimited pollutants
     (level of discharge of any pollutant no limited in permit
     exceeds the level which can be achieved by technology-based
     treatment); use ore manufacture of toxics (permittee has
     begun or expects to begin to use or manufacture a toxic .
     pollutant); notification levels  (permit has been modified to
     establish a "notification level")

3.   Did cause exist for modification or revocation and
     reissuance pursuant to 40 CFR 122.62(b)?
     Specify cause:
     a. Cause exists for termination, as provided in 40 CFR
 122.64 (noncompliance; misrepresentation of or failure to
disclose facts; endangerment to human health or
environment; change in condition);
     b. Transfer of permit;
     c. Other  (specify)

4.   Does the permit documentation indicate that the procedures
     of 40 CFR 124.5 for permit modification, revocation and
     reissuance or termination were followed?
                          CHECKLIST A-5
       Procedural Requirements:   ENFORCEMENT CONSIDERATIONS


Question

1.   Does the permit documentation indicate that any enforcement
     actions have been taken?
     Briefly describe (nature of action(s), date(s)): 	
2.   Did the Regional Counsel review or sign off on the permit?
                               17-7

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                          CHECKLIST B-l
                 Permit Conditions:  BOILERPLATE


Question

1.   Identify whether the following general conditions have been
     incorporated into the permit, either directly or by
     reference to 40 CFR Part 122.41 (or, if permit was issued
     prior to April 1983, by reference to 40 CFR Parts 122.7 and
     122.60). Identify any variation from the regulation language
     in 122.41.

     a. Duty to comply;
     b. Duty to reapply;
     c. Duty to halt or reduce activity;
     d. Duty to mitigate;
     e. Program operation and maintenance;
     f. Permit actions;
     g. Property rights;
     h. Duty to provide information;
     i. Inspection and entry;
     j. Monitoring and records;
     k. Signatory requirement;
     1. Reporting requirements;
     m. Bypass; and
     n. Upset.

2.   If the general conditions are included by reference, is the
     CFR citation, date and copy of the regulations provided? If
     "no", specify missing item(s): 	 (Skip to #5)

3.   Does the permit require notification to the Director as soon
     as the permittee knows or has reason to believe that any
     activity has occurred or will occur which would result in
     the discharge of any toxic pollutant, if that discharge will
     exceed the "notification levels1!, specified in 40 CFR Part
     122.42(a)(1)?

4.   Does the permit require notification to the Director as soon
     as the permittee knows or has reason to believe that it has
     begun or expects to begin to use or manufacture as an
     intermediate or final product or byproduct any toxic
     pollutant which was not reported in the permit application?

5.   Is the permit effective for a fixed term which does not
     exceed 5 years from date of issuance?
                               17-8

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                          CHECKLIST B-2
              Permit  Conditions:  SPECIAL  CONDITIONS
Question

1.   Are any special conditions requiring best management
     practices (BMPs) included in the permit? Identify and
     specify reason for inclusion (part of guideline, substitute
     for numeric limitations, etc.)*
     Does the permit
     expects to use
     intermediate or
 application  indicate  that permittee does or
>r manufacture  any toxic substance  as  an
 final  product  or byproduct?  (See Form 2C,
     Item VI-A.) Have any conditions for the substances so
     indicated been Included in the permit? If not, does permit
     documentation explain the omission?

3.   Does the permit application indicate that there are
     intermittent discharges at the outfall? (See Form 2C, Item
     II-C) Are they addressed in the permit? Identify any
     unexplained omissions.

4.   Does the permit include any biological toxicity testing
     requirements? Briefly describe the requirements and their
     basis.

5.   Does the permit include any limitations or conditions for
     internal waste -streams? Describe the- limitations/conditions
     and the circumstances that make them necessary.
                                17-9

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                          CHECKLIST C-l
    Effluent Limitations:  TRANSLATING THE PERMIT APPLICATION
                       TO PERMITLIMITATIONS

Introduction; Question #1 applies to all outfalls. For the
remaing questions, complete one checklist for each individual
outfall selected by the review team for review.

Question

1.   Have a set of effluent limitaions or conditions been
     included in the permit for every outfall? (See Form 2C,  Item
     III-B)

2.   For which pollutants are limitations or conditions included
     in the permit for:            (Identify in an attachment)
     a. BPT;
     b. BAT; and
     c. BCT?

3.   Are there pollutants for which limitations or conditions are
     not included but which might be appropriate to limit?
     Identify the pollutants and the reasons for including
     limitations.
                          CHECKLIST C-2
           Effluent Limitations:  BASIS FOR LIMITATIONS

Introduction; Complete one checklist for each individual outfall
selected by the review team for review.

Question

1.   Are the pollutant limitations based on any of the following:
     a. BPT;
     b. BCT;
     c. BAT;
     d. NSPS;
     e. Water quality standards?
     f. Previous permit
     g. Other
     (Specify) 	

2.   Are limitations for all pollutants in continuous discharges
     expressed as both maximum  daily values and average monthly
     values?   (If "yes", skip  to #4)

3.   List those pollutants for  which either limit is omitted,
     where the omission is inappropriate.

4.   List any pollutants limited by mass or concentration that
     should have been limited in the other fora and indicate the
     reason it should have been listed in the other form.
                              17-10

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                          CHECKLIST C-3
      Effluent Limitations:   APPLICABLE EFFLUENT GUIDELINES

Introduction;   complete one checklist for each individual outfall
selected by the review team for review, if effluent guidelines
are applicable.

Question

1.   Were promulgated effluent guidelines applicable to the
     source category at the time permit was under consideration?
     (See Form 1, Items III and XII) (If "no", skip to Checklist
     C-4) If not, does the permit contain a reopener clause?

2.   WEre effluent guideline limitations used as a basis for
     permit effluent limitations at the outfall.

3.   Did the permittee receive a variance based on the presence
     of "fundamentally different factors" from those on which-the
     guideline was-based? (If "yes", skip to Checklist C-4)

4.   Are applicable effluent guidelines limitations based on
     production?
     (If «no", skip to #9)

5.   Was production basis in the permit a reasonable measure of
     average actual production, not design production capacity?
     (See Form 2C, Items III-B and C.)
     Specify production basis:
          a. Maximum production during high month of previous
        year;
          b. Monthly average for the highest of previous;
          c. Other:	.
                                17-11

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                    CHECKLIST C-3  (continued)
      Effluent Limitations:  APPLICABLE EFFLUENT GUIDELINES


Question

6.   Does the permit documentation indicate the means used to
     determine actual production?
     Specify:
     a. In permit application;
     b. Other:	,	;	•

7.   Does the permit documentation indicate that the permit
     writer conducted any  follow-up activites to confirm
     production estimates?

8.   Have alternate permit limitations been included to address
     different production  levels?
     Specify the number of tiers of limits:	

9.   Are all pollutant limitations in the applicable guidelines
     included in the permit?  List any that are not.

10.  Was the adjustment formula for disposal to wells, POTW's, or
     land application applicable  (40 CFR 122.50)? (If '•no", go to
     C-4) Was it used?
                                 17-12

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                          CHECKLIST C-4
        Effluent Limitations:  BEST PROFESSIONAL JUDGMENT


Introduction;  This checklist is intended to point review team
inquiry toward those questions which can help in determining
whether or not the BPJ analysis was "reasonable". Review team
should provide a qualitative explanation of the limitation
development process on the evaluation form. Complete one
checklist for each individual outfall selected by the review team
for review.

Question

1.   Is a BPJ analysis (for BPT, BAT, or BCT) missing where it
     seems to be required? Identify the outfall, pollutant(s),
     and type of limitation.

2.   Indicate which of the following sources were used in
     establishing any BPJ limitations:
     a.   Promulgated Guideline
     b.   Proposed Guideline
     c.   Development Document
     d.   Treatability Manual
     e.   Other (specify)

3.   Identify any significant sources not used which should have
     been.

4.   Indicate what method was used to establish BPJ/BCT for
     conventional pollutants.

5. -  Have effluent guidelines been promulgated since the time,of
     permit issuance? If "yes", indicate the relative stringency
     of guideline limitations in permit:	
          (Note if unable to determine this.)
                                17-13

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                          CHECKLIST C-5
      Effluent Limitations: WATER QUALITY BASED LIMITATIONS

Introduction:  This checklist is intended to point review team
inquiry toward those questions which can help in determining
whether or not the water quality analysis was "reasonable."
Review team should provide a qualitative explanation of the
limitation development process on the evaluation form. Complete
one checklist for each individual outfall selected by the review
team for review.

Question

1.   Is a water quality analysis missing where it seems to be
     required? Identify outfalls(s) and pollutants.

2.   Identify type of water quality limitation in permit (:free
     from", numerical, or both).

3.   Is basis of the water quality based limitation identified in
     the permit file?
     Specify:
     a. State certification
     b. Water quality modeling
     c. Other:	,	
                                           x''
4.   Were water quality standards included in the permit in lieu
     of effluent limitations?

5.   Have all applicable water quality standards toward which
     water quality-analysis is directed been clearly identified?

6.   Are current water quality conditions clearly identified?
     If possible, specify basis:
     a. Actual water quality
     b. Estimated water quality

7.   Does the permit document that water quality-based
     limitations are at least as stringent as BPT, BCT, or BAT
     standard?

8.   Were water quality modeling and a mixing zone used in
     establishing the limitation?
     (If "no", skip to #20)

b. Inputs to Quantitative Analysis;

9.   Has the outfall discharge rate used in analysis been clearly
     identified? (See Form 2C, item II)
     a. Average discharge rate
     b. Maximum discharge rate
     c. other:	
                                17-14

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                    CHECKLIST C-5 (Continued)
      Effluent Limitations:  WATER QUALITY BASED LIMITATIONS


10.  Has the stream flow rate used in the analysis been clearly
     identified? If possible,  specify whether:
     a.   Low flow rate (years of record)
     b.   Average flow rate
     c.   Other: 	

11.  Was the analysijs directed toward water quality within a
     mixing zone? (it "yes", skip to 113)

12.  Has the analysis directed toward water quality beyond the
     mixing zone (i.fe., wasteload allocation modeling)
          (If "yes",?skip to 117)

c. Quantitative Analysis; Mixing Zone

13.  Are the size and configuration of the mixing zone clearly
     identified?

14.  Has the water quality model used been clearly identified?
     Speci f y:	/_	

15.  Were the impacts of other major dischargers taken into
     account in the analysis?

16.  Does the permit documentation demonstrate that, based on
     modeling conclusions/ applicable water quality standards.
     were met in the mixing zone?
          (If "yes", skip to 120)

d. Quantitative Analysis;  Wasteload Allocation

17.  Has the water quality model used been clearly identified?
     Speci fy:	;	•

18.  Were the impacts of other major dischargers taken into
     account in the analysis?

19.  Does the permit documentation indicate the level of
     discharges and limitations assumed  for other major sources?

20.  Does the permit documentation demonstrate that, based on
     modeling conclusions, applicable water quality standards are
     met? If not, does the permit documentation explain why the
     limitation was used in spite of modeling results?
     Specify:	
                                  17-15

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                          CHECKLIST D-l
           Monitoring Requirements:   DISCHARGE SAMPLING

Introduction;  Complete one checklist for each individual outfall
selected by the review team for review.

Question

1.   Does the permit require monitoring for every pollutant for
     which limitations are included in the permit? List any
     inappropriate omissions.

2.   Does the permit stipulate, either in the general conditions
     or in the permit limitations, that monitoring for all
     pollutants with limitations be conducted according to test
     procedures approved under 40 CFR Part 136? Identify any
     exceptions.

3.   Does the permit require monitoring the volume of effluent
     discharged from the outfall? If not, is an explanation
     provided?

4.   Are effluent sampling frequencies specified for every
     pollutant ror which monitoring is require? Specify for each
     pollutant (e.g., daily, weekly, quarterly, etc.):	
                          CHECKLIST D-2
          Monitoring Requirements:  DISCHARGE REPORTING
Question
1.   Are there any pollutants for which discharge monitoring
     reports are not required at least once a year? List then.

2.   Is reporting on discharge monitoring report (DMR) forms
     required?

3.   Specify discharge reporting frequency or frequencies
     required in permit  for the outfall under review  (e.g.,
     monthly, quarterly, etc.):	
                                 17-16

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                          CHECKLIST E-l
           Compliance Schedules:   INCLUSION IN PERMIT

Introduction:  Complete one checklist for each individual outfall
selected by the review team for review.

Question

1.   Does the permit include a compliance schedule(s)  for each
     outfall which is not in compliance with the limitations
     specified in the permit?

2.   Does the permit documentation provide an explanation of why
     compliance schedules were not included where necessary?
     Identify if an explanation was not provided.


                          CHECKLIST E-2
      Compliance Schedules:  INTERIM AND FINAL REQUIREMENTS

Question

1,   Are distinct interim requirements -(milestones)  with specific.
     dates included in compliance schedule(s)?

2.   Does the compliance schedule provide for compliance by
     ceasing the regulated activity? If so, is a date certain
     identified?

3.   Does the compliance schedule include:
     a.   A date certain for the permittee to decide whether or
          not to cease the regulated activity;
     b.   A compliance schedule in the event that the decision is
          to continue the regulated activity, and
     c.   A schedule for cessation of the regulated activity in
          the event that the decision is to cease the activity?

4.   Is the time between each interim date in the compliance
     schedule (s) less than one year? If not, does the permit.
     specify interim dates for submission of reports?

5.   Does the compliance schedule provide for final compliance by
     the appropriate time?   (7-1-84 in most cases)

6.   Has the source received a section 301(k)  (innovative
     technology) waiver to extend the compliance date up to
     7-1-87?

7.   was an ECSL or Section  309 (a) (5) (A) order with a compliance
     schedule ever issued? If so:
     a.   Did the facility meet the criteria for issuance  of the
          ECSL/order?
     b.   Was the facility in compliance with the ECSL/order?
     c.   Was a subsequent enforcement action brought?
                                17-17

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                TOOLS TO DETER VIOLATORS
                                           Informal contacts
                                           Notice of violation
                                           Administrative orders
                                           Civil suit
                                           Criminal suit
                                           Termination
               CITIZENS AND ENFORCEMENT
          Section 505 allows citizen suits (civil action) after 60-day notice
          to EPA/States and permittee
          Penalties to U.S. or State Treasury
          Citizens can recover court costs
          Supreme Court:  Gwaltnev decision
NOTES:
                                 17-18

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        EPAfs PRINCIPLE ENFORCEMENT ACTIONS
                           (see §122.41 (a))

     Administrative Order

          Schedule for compliance
          Interim limits
          APO Class I/n ($25,000/$125,000)

     Civil Action

          Brought in U. S. District Court
          Injunction
          Judicially enforceable schedule
          Civil penalties (up to $25,00 per day per violation)

     Criminal Action

          Negligent violations* ($2,500 - $25,000 and 1 yr. imprisonment)
          Knowing violations* ($5,000 - $50,000 and 3 yrs. imprisonment)
          Imminent endangerment* ($250,000 and 15 yrs. imprisonment)

     *Doubles for second or subsequent violations
NOTES:
                                17-19

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