United States
           Environmental Protection
Permits Division EN-336
Washington, DC 20460
                       July 1985
xvEPA
           Water
Guidance Manual for
Preparation and Review
of Removal
Credit Applications

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Acknowledgement

     This document was prepared  under the guidance  of EPA Headquarters, Office
of  Water Enforcement  and  Permits, by  SAIC/JRB  Associates,  EPA  Contract
68-01-7043,  Work Assignment Number  P-4.   EPA Regions and members  of the
Pretreatment  Implementation  Review Task  Force  provided  valuable  comments.
Special thanks  are extended to the following individuals for their participa-
tion  in  the  document's  preparation:  Dr. James D.  Gallup,  Chief  of the
Municipal Programs Branch, Pete Eagen, EPA Work  Assignment  Manager and David
Lee,  Environmental   Engineer;  and  SAIC/JRB  staff  Steve   McLellan,  Chuck
McCormick, John Cunningham,  Michael  Prescott, and Jeff tape.

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Table  of  Contents

                                                                     Page

1.   INTRODUCTION	   1-1

2.   BACKGROUND	 *.   2-1

PART I:  GUIDANCE FOR DEVELOPING A REMOVAL CREDITS  APPLICATION

3.   REMOVAL CREDIT APPLICATION REQUIREMENTS.	   3-1

     3.1  LIST OF POLLUTANTS	   3-5

          3.1.1  Total Metals	 *	*....   3-5
          3.1.2  Total Toxic Organics	............ ^.............   3-6
          3.1.3  Surrogate or Indicator  Pollutants...	   3-7

     3.2  CONSISTENT REMOVAL DATA.	.;   3-7

          3.2.1  Limits of Detection..	   3-8
          3.2.2  Alternatives tb Pollutant Concentrations  Below
                 Detectable Limits	<............ i.......   3-10
          3.2.3  Lowering of the Consistent Removal Rate
                 After Approval	   3-11

     3.3  CALCULATION OF REVISED DISCHARGE LIMITS	   3-12

          3.3.1  Evaluation of Removal  Credit  Effects  on the
                 Treatment Plant Influent Pollutant Load
                 (i.e., Local Limits)..	*	   3-12

                 3.3.1.1  Calculation of Maximum Allowable Plant
                          influent Load.	   3-13
                 3.3.1.2  Comparison of  Maximum Allowable  Loading
                          to Projected  Loading with Removal Credits*   3-14

          3.3.2  Multiple Treatment Plants	   3-15

     3.4  LOCAL PRETREATMENT PROGRAM CERTIFICATION.	   3-23
     3.5  SLUDGE MANAGEMENT CERTIFICATION	   3-23
     3.6  NPDES PERMIT LJMIT CERTIFICATION	*	   3-28

          3.6.1  NPDES Compliance Demonstration	   3-30

4.   ALTERNATIVE PROCEDURES AVAILABLE TO SATISFY APPLICATION
     REQUIREMENTS.	   4-1

     4.1  USE OF,HISTORICAL DATA FOR POTW REMOVALS...	   4-1
     4.2  USE OF ALTERNATIVE SAMPLING DESIGNS.	   4-3
     4.3  USE OF TREATABILITY STUDIES OR REMOVAL DATA FROM
          SIMILAR TREATMENT PLANTS TO DEMONSTRATE REMOVAL...........   4-4

          4.3.1  Treatability Studies	   4-4
          4.3.2  Transfer of Data From  Similar POTWs	   4-5

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 Table of Contents (Continued)
                                                                    Page

5.   SAMPLING AND ANALYTICAL REQUIREMENTS	  5-1

     5.1  SAMPLING METHODS	*	'.	  5-1
     5.2  ANALYTICAL METHODS	  5-3

PART II:  GUIDANCE FOR THE APPROVAL AUTHORITY

6.   REVIEW OF REMOVAL CREDIT APPLICATIONS	  6-1

     6.1  GENERAL	  6-1
     6.2  PROCEDURAL REQUIREMENTS	  6-2
     6.3  CONSISTENT REMOVAL RATE	  6-2
     6.4  SLUDGE MANAGEMENT CERTIFICATION	  6-6
     6.5  NPDES PERMIT CERTIFICATION	  6-8
     6.6  NPDES PERMIT MODIFICATIONS	*	  6-9
     6*7  REVIEW OF POTW PROPOSALS  TO  USE ALTERNATE METHODS OF
          DEMONSTRATING CONSISTENT  REMOVAL	  6-10

          6.7.1  Proposals to Vary  the Sampling and Analysis Plan
                 And Use of Historical Data	  6-11
          6.7.2  Proposals to Demonstrate Consistent Removal by
                 Methods other than Influent and Effluent Sampling..  6-12

     6.8  ADDITIONAL CONSIDERATIONS FOR REVIEWING APPLICATIONS
          OF POTWs WITH 301 (h) WAIVERS	  6-13

7.   MODIFICATION OR WITHDRAWAL OF  REMOVAL CREDITS	  7-1

     7.1  POTW MONITORING AND REPORTING FREQUENCY	  7-2
     7.2  CRITERIA	  7-3
     7.3  PROCEDURES AND SCHEDULE	  7-4
                                  APPENDICES

A  -  REMOVAL CREDIT PROVISION FINAL RULE

B  -  DETECTION LEVELS FOR PRIORITY  POLLUTANTS

C  -  MODEL REMOVAL CREDIT APPLICATION

D  -  SAMPLE NPDES PERMIT MODIFICATION LANGUAGE FOR
      REMOVAL CREDITS

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List of Tables
Table

3.1   THRESHOLD CONCENTRATIONS OF TOXIC POLLUTANTS THAT COULD
      INHIBIT BIOLOGICAL  TREATMENT PROCESSES

3.2   WATER QUALITY CRITERIA

3*3   BIBLIOGRAPHY

6.1   SUMMARY OF MINIMUM  PERCENT REMOVALS ACHIEVED BY
      SECONDARY TREATMENT

6.2   MAJOR FEDERAL REGULATIONS RELATING TO SEWAGE SLUDGE DISPOSAL
                                                                    Page
                                                                    3-32

                                                                    3-35

                                                                    3-41


                                                                    6-4

                                                                    6-7

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Guidance Manual for  Preparation
and  Review of  Removal  Credit
Applications
1.  Introduction

    Regulations  providing  for  the  revision of  categorical  pretreatment
standards to reflect POTW removal of pollutants were included in the General
Pretreatment Regulations (40 CFR Part 403.7) promulgated  in 1978  and 1981.  On
August  3,  1984, the U.S.  Environmental  Protection  Agency (EPA) revised the
removal credit provisions of the pretreatment  regulations (49 Fed. Reg.
31212).  This rule was  finalized after review and consideration of  numerous
comments in  response to the removal  credit rule  proposed in September 1982.
The purpose of  changing the rule was  to make the removal credits provision of
the General Pretreatment Regulations simpler and more workable for those POTWs
that are interested in  applying for the credits.                     ,

    This  manual is intended to explain the  final removal credits  rule and
provide  demonstrations, suggestions and guidance for  POTWs in the preparation
of an acceptable removal  credits application.  Where  possible, examples of
information to  be  included in an application will be provided  and potential
problems that might be  encountered will be pointed out.

    The manual also presents guidance for the Approval  Authority review of a
removal  credits application to  ensure consistency in review and approval of
applications, and  the  continued  oversight of removal credits implementation
after approval.
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     Following  this introduction and  a background discussion of  the  removal
credits provision, the  manual  is  divided  into two  major parts.   Part  I
provides  guidance to  the POTW  on  obtaining  the  necessary removal data  and
preparing a removal credit application.  Part I contains three sections:

     •  A detailed description of application requirements (Section 3)
     •  Alternative  procedures available to  the  POTW to comply with  certain
        application requirements (Section 4)
     •  Sampling  and analytical  requirements  for  obtaining  plant  removal data
        (Section 5).

Part II provides guidance for the Approval Authority.   Part  II consists of two
sections:
     •  Guidance   for   reviewing   removal   credit   applications   (Section  6)
        including guidance for evaluating alternative methods of  demonstrating
        consistent removal
     •  Criteria  and procedures  for  modification or  withdrawal  of a  POTW's
        removal credits (Section 7).
     There are four appendices to the manual.  Appendix A  contains a  copy  of
the final  removal  credit provision and the preamble to the rule.  Appendix B
gives the typical detection limits for the priority pollutants.   Appendix C  is
an  example removal  credit application  which  provides  a  sample  format and
examples of the  calculations  and demonstrations required in a  removal  credit
application.   Appendix D provides example NPDES permit modification  language
for the Approval Authority where POTWs have obtained removal credit authority.

     The   revised   removal credits   regulation still   requires significant
demonstrations  that will  .necessitate sampling  and analysis  to receive and
maintain removal credit  authority.    Since  the major  benefactor  of  removal
credits will  be  the  affected  industrial users,  POTWs  may  solicit,  if not
require,  assistance  from these  lUs to  help provide  funding, expertise,
equipment and/or manpower necessary  for gaining and then maintaining  removal
credit authority.  Several specific suggestions for IU  assistance are:
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        A.  special fee  system for  those  lUs that  will  benefit from  removal
        credits  to fund the additional activities  that  the  POTW will  need to
        undertake.
        Certain industries (usually the larger firms) will often have in-house
        technical expertise that may be loaned to the POTW for initiating such
        activities as  pilot plant or treatability  studies,  sampling guidance
        for  the   more  "unusual"  organic  priority  pollutants,   evaluation  of
        data, or  other technical issues encountered by the POTW.
        Certain industries may be able to provide temporary loans of manpower,
        equipment, and/or laboratory services to help the POTW.
     It is  important  to emphasize that  the removal credits  provision  should
not allow an overall  increase of  toxic  pollutants entering  the  POTW system.
Removal credits will only allow an increase in pollutant loading entering the
POTW compared to implementation of "unmodified" Federal categorical standards.
In general,   there should be a.  decrease in the toxic pollutant load entering a
POTW  system, even  with removal  credits,  when compared to  the previously
unregulated  discharges from categorical industrial users.

     The majority of experience and concern with toxic pollutants in municipal
sewer systems has focused on heavy metals.   For this  reason,  this manual will
emphasize, both  in  discussion and with  examples,  the application  of removal
credits to discharges  of  heavy metals.    In most  instances  concerning removal
credits,  toxic  organic  compounds are  treated in  a  similar  manner.   Where
possible, this manual  identifies  issues  that apply only  to metals or organic
pollutants.    Unless noted otherwise, each  section applies  to  both metal and
organic  pollutants.   When  pretreatment standards  are  promulgated for  the
organic chemicals and plastics and synthetic fibers industry,  the Agency will
review  the  standards  for  individual organic  compounds, their  rationale and
technical basis and determine if changes  are needed to this  manual.
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2.  Background
     Section 307(b) pf  the  Clean Water Act  (Act)  requires  the  Environmental
Protection  Agency  (EPA)  to  promulgate  Federal  categorical   pretreatraent
standards which prevent  industrial  facilities  from discharging  into publicly
owned treatment works  (POTWs) any  pollutant which "interferes with,  passes
through, or  otherwise  is incompatible with  such works."   In 1977,  Congress
amended this section  of the Act  to permit POTWs to adjust those Federal
categorical standards  for certain regulated priority pollutants to account for
the  removal  of those  pollutants provided  by  the publicly owned  treatment
works.   This type  of  adjustment of a categorical pretreatment  standard  is
commonly called a  "removal credit."

     "Removal," as defined by EPA in its pretreatment rule means:

     A  reduction  in  the amount of a pollutant in the POTW's effluent  or
     alteration of the  nature of  a pollutant during treatment at  the POTW.
     The  reduction  or alteration can be obtained by physical,  chemical  or
     biological means  and may be  the result  of  specifically  designed  POTW
     capabilities   or  may  be incidental   to  the  operation  of  the  treatment
     system.  Removal  as used in  this subpart  [removal credit provision] shall
     not mean dilution of a pollutant in  the  POTW.

The degree of treatment  and  removal  of any particular pollutant  may be highly
variable, depending upon the particular pollutant,  its concentration and form,
the characteristics of  the  wastewater, the  POTW design,  and manner of opera-
tion  of the POTW.  Since  POTWs  are generally  designed  to treat conventional
pollutants  (e.g.,  BOD,  TSS) in domestic wastewater, many  toxic pollutants
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 either pass  through POTWs untreated or are  only incidentally  treated or
 removed.

     EPA  originally  implemented  the statutory provision for removal credits by
 including a  section in the  June 26,  1978  General  Pretreatment Regulations
 establishing  the conditions under which  POTWs  could  obtain authorization for
 removal credits  (43  Fed. Reg. 17736).   On January 28, 1981,  when the General
 Pretreatment  Regulations were amended,  the  removal credits  section  was also
 modified.   The modification was intended  to  streamline  certain provisions to
 facilitate  the ability of  POTWs to  obtain removal credit  authority  (46 Fed.
 Reg. 9404).

     The  1981  removal credits provision was further modified on August 3, 1984
 (Appendix A).   This  final  removal credit  provision requires  any POTW seeking
 removal credit authority to  demonstrate  its  removal  performance by  sampling
 the plant influent and effluent 12 times  throughout  one  full year at approx-
 imately equal  intervals and calculating its representative removal rates based
 on  these  data.   With concurrence of  the Approval Authority,  an alternative
 sampling  design  or  alternate data may  be used  either  in lieu  of,  or  as  a
 supplement  to, the  12 samples.   In any case,  the calculated removal credits
must be based on all collected  samples and be  representative of a particular
 treatment plant's actual removal rate.

     The  provisions  governing removal  credits  applications  are  more stream-
lined than their counterparts in the 1981 amendments  and permit POTWs  to apply
at any  time.   Under  the  final regulation, a removal  credit:  application must
include:

     •  A list of the pollutants for which removal credits are sought
     •  Data demonstrating actual consistent  removal
     •  The  proposed  new limits
     •  A certification  that the  POTW has  an  approved local  pretreatment
        program or qualifies for the  exception to this  requirement
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»  A description of the POTW's current method of managing its sludge

•  A certification that granting  removal  credits  will not cause the POTW
   to  violate  applicable  sludge  requirements, NPDES permit  limits  and
   conditions, or water quality standards.
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Part 1:


Guidance  for  Developing A
Removal  Credits  Application
    The removal  credits provision allows  a POTW  to  revisS categorical
pretreatment standards for particular regulated pollutants to account for the
removal  of  those pollutants  provided by the  publicly owned treatment works.
It is left to the discretion  of the POTW to decide whether or not to apply for
authorization to grant removal credits*  In those cases where the,POTW decides
it will  request removal credit  authority,  the  final removal credit  regulation
specifies that the  POTW must  meet  five conditions before  it can be  authorized
to grant removal credits  to  categorical industrial users.  These  conditions
are:     '           .         .        '       •     '      ',.'•'•.

    •   Demonstrate consistent removal  of  the pollutant  for which  a removal
        credit is being sought
    *   Have an approved pretreatment program  or qualify  for the exception to
        this requirement
    •   Apply for and receive authorization to grant removal credits from the
        Approval Authority
    •   Maintain compliance  with  Federal, State  and  local  sludge disposal
        requirements
    •   Maintain compliance  with its NPDES permit limitations and  conditions
        and not otherwise adversely affect water quality in receiving waters.
The following  three  chapters  provide guidance for the PQTW to obtain the
necessary removal data and prepare a removal credit  application.

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 3.   Removal Credit  Application
      Requirements
    'This  chapter  describes  the  requirements  of  a  POTW's  application  for
authorization  to  grant  removal credits.   Before discussing the application
requirements, however, several points regarding application procedures and the
responsibility  of the POTW  after removal credit  authorization has  been
approved  will be highlighted.

When and Where to  Apply
     A POTW eligible for removal  credits may apply  to the Approval Authority
at any time for  authorization to grant or modify such credits.  The Approval
Authority is the  State  Agency  authorized  to  approve  and  oversee  POTW  pre-
treatment programs or the EPA Regional office where the State does not have an
approved  State pretreatment program.   The Approval Authority must review the
application in accordance with the  administrative procedures  listed in 40 CFR
403.11,  which are  the  same  procedures  used  to review pretreatment  program
submissions.  After the  Approval Authority has completed  its review  of  the
application,  it  can approve  or deny the application,  or  it can authorize  a
lower removal credit than the POTW sought.  Where an application  is submitted,
the Approval Authority  may establish NPDES permit discharge  limits for those
pollutants which are included  in the removal credit authority. The purpose of
NPDES limits for  the pollutants included in the removal credit  is to provide
for control of pollutant pass through in the event  of a substantive decrease
in  the  treatment  plant's  rennoval efficiency  or a  substantial  increase  of
pollutants entering the  system.
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Certification Requirements
     The application for removal credit authority must contain certifications
that granting the removal credit will not  cause  a violation of sludge disposal
requirements or NPDES permit limits and conditions.  These certifications must
be supported by demonstrated evidence, in  the  form of  a copy of the applicable
sludge use or disposal requirements and the calculations showing how the POTW
can meet  these  requirements as well  as its  NPDES  limits and conditions when
the removal  credit  is  approved.  This should be done by comparing the total
influent pollutant  load  resulting  from modified categorical  standards  to the
maximum allowable pollutant influent load  (generally used as the basis for the
derivation of local limits).

     If  the maximum allowable load to  the  POTW treatment  plant would be
exceeded as a result of  the removal credit, the removal  credit request cannot
be approved.   To alleviate  this  problem a POTW  may  choose  to limit the
discharge of a pollutant from one industry in order to qualify fpr granting a
removal credit to other  industries.   Alternatively,  a POTW may  grant a lower
credit  system  wide in  order  to meet the allowable  plant  influent  loading.
Working closely with the industries  may help facilitate these remedies..

NPDES Permit Modification
     After the  Approval  Authority  has  approved  a POTW's  removal credit
application, the consistent removal rate documented in the application will be
included in  the  POTW's  NPDES  permit by  reissuance  or  modification of  the
permit.   Sampling  and  reporting requirements will  also be included.   This
removal rate  then becomes   an  enforceable requirement of the POTW's  permit.
The approved  removal  rate  will remain in effect  for the term of  the  POTW's
NPDES permit, provided the  POTW continues to  meet  the conditions  for removal
credit approval including maintaining  consistent removal of the pollutants for
which the credits were  granted.

301(h) Applicants
     All  301(h)   applicants  also   applying  for  removal  credits  have  the
responsibility of demonstrating  whether implementation of removal credits will
still allow its  proposed  discharge  to  comply with all  301(h) criteria.
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Granting  Removal Credits to Industrial Users
     Once  removal  credit  authority  has  been  approved  for  a  particular
pollutant  regulated  in a categorical standard,  the  POTW then determines  th«
removal  credit  it will  grant  to  the industrial users  discharging into  its
system.  The POTW has discretion to extend industrial users  any removal credit
that  does  not exceed  the approved removal credit.    It  is  also  important  to
note that  the POTW is not required to apply the removal credit to all eligible
industrial categories or subcategories,  nor is it required to apply the credit
to all eligible industrial users within an industrial category or subcategory.
Additionally, POTWs  should  consider  requesting  a reaoval credit  soaeuhat  less
Chan demonstrated consistent  removal.  The impact of a reduced removal credit
on an  industrial  user would  be small since  the technology  required to comply
with  removal credits  in  the range  of  40 to  60 percent is  usually similar.
Granting of a large removal credit in the 90 percent range,  often requires the
industrial user to install little or no treatment to meet the revised effluent
limits.    The failure of the POTW  to consistently demonstrate these  high
removals will have major impacts on the industrial users which may be required
to install additional  technology  if  the  removal credit is reduced.  Continued
demonstration  of high removals may be difficult  and, in  the interest  of
providing  industrial users with long-term and stable effluent limits, the  POTW
should consider  a somewhat  lower removal  credit.   The Approval  Authority may
modify or  withdraw the removal  credit  contained in  the POTW's NPDES permit if
consistent removal at  the granted rate is not demonstrated.

     After the POTW  calculates  the extent of credit it will allow a particular
industrial user or group of  industries, each industrial user will typically be
required  to  calculate  its  revised discharge  limit  and present  the  data and
calculations  to  the  POTW for  review  and approval.   If the  industrial  user
employs  integrated treatment  of several wastestreams, it will be necessary for
the  industry to  calculate  a revised end-of-pipe standard  using the combined
wastestream  formula  [see 40  CFR  403.6(e)] and  include  this  information  when
submitting the  revised limit  calculation  to the  POTW.

      A  POTW that   has  already   received  removal  credit  authority  for  a
particular pollutant  may  automatically   extend  that removal  credit  to other
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 categorical  standards where  the same pollutant is  regulated.   In this
 situation,  however,  the  POTW  must  notify the  Approval Authority  whenever
 removal credits are extended to industrial users (either additional facilities
 or additional  categories)  that were not identified during the original removal
 credit  application phase.   Application  of  the removal credit to  other  cate-
 gories  is conditioned  upon  continued achievement of the  approved consistent
 removal rate  and  compliance with sludge requirements and  NPDES  permit  limits
 and conditions.   The POTW should demonstrate  in  its  notification  that  exten-
 sion of the removal  credits will  not  increase  the pollutant  load in the  plant
 influent  beyond  the maximum allowable as  calculated  to prevent plant  inter-
 ference,  pass  through,  and sludge contamination.

 Monitoring  Requirements
      A- POTW  that  receives removal  credit  authority must continue   to monitor
 its removal rate.   A minimum of  one  representative  influent  and  effluent
 sample  per month  (typically collected  to account  for  hydraulic detention time
 within  the  treatment  plant) for  the  reporting  period  is required for  those
 pollutants for which removal credits were granted.  All  sampling data must be
 presented (even  if more than one sample per month is collected).   Also, the
 monthly sampling  schedule should  be varied  so  that  the  influent/effluent
 samples  are representative of  different  week days.   Samples which  are always
 collected on  the same day,  even  if at different  times during  the  year,
 probably are  not representative of  the  routine  variation in a treatment
 system.   Analytical methods must conform to  the requirements specified in the
 final removal  credit rule (see  Section 5).   The results  of this monitoring are
 reported  to the  Approval Authority at least once per year and are necessary
 for both the POTW and Approval  Authority  to verify maintenance of the  approved
 consistent removal rate.   At the discretion of the Approval Authority, more
 frequent  monitoring  and/or  reporting of  information to  support   consistent
 removal  may  be required.   For situations  where  influent concentrations are
 below detectable levels,  working closely with industrial  users  and the
Approval Authority may help to  quantify their actual contributions.

Application  Requirements
     Specific application requirements  are discussed in the following  sections
in  the  order  specified in  the  removal credit  section  of  the  Pretreatment

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Regulations.  An example removal  credit  application is included as guidance in
Appendix C.  The reader  should refer  to the example when  reviewing  the fol-
lowing sections.  For further information, the reader may want to consult one
or more  of  the  references  listed in the bibliography in Table 3.3 at the end
of this chapter.

3.1  List  of  Pollutants
     The  POTW's  application must  list the  pollutant(s)  for which removal
credits are proposed.   These pollutants may  include  any toxic pollutant for
which discharge  limits  are specified  in a categorical pretreatment standard.
Three  pollutant  parameters warrant specific attention.   These are  total
metals,  total  toxic organics, and surrogate  or  indicator pollutants.   The
following sections address the application of removal  credits for  these
parameters.

3.1.1 Total Metals
     The total  metals  parameter  is defined in the electroplating categorical
standard as  the sum total  concentration- of specified individual metals  [which
are chromium (T)^ copper,  nickel, and zinc].   In addition to the total metals
limit,  the  categorical standard  establishes  limits  on  each individual metal
comprising  the  total metals  parameter.   Removal  credit  can be sought for the
total metals parameter.  The procedure is  consistent with that for a specific
toxic  pollutant  with the  exception  that  influent and  effluent  data are re-
quired for  all  four metals comprising the  total metals  parameter.  Consistent
removal  is  based  on the summation of the  influent and  effluent  data for the
four individual metals  using the methodology  outlined  in Section 3.2 of this
manual.

     The  effect of  a removal credit for  total metals only  may be limited by
the unadjusted  limits  for the individual  metals  comprising the  total metals
parameter.   Full  benefit  is gained by  granting  removal  credit for the
individual metals of concern and  the total metals  parameter.
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 3.1.2 Total Toxic Organics (TTO)
     The  total toxic organic  (TTO)  parameter  is  defined as the sum total of'
all  regulated  toxic organics  (specified in  the  categorical standard)  with a
concentration  greater  than 0.01 mg/1.   TTO categorical limits are based on
best management  practices  and are intended  to promote good housekeeping
practices, solvent  recovery  efforts  and similar activities  to reduce  toxic
organics discharge.  Compliance with categorical  TTO  limits includes analysis
for  only those toxic organics reasonably expected to be  present is .required.
In lieu  of monitoring,  certification is available  to satisfy compliance.  A
periodic statement to the effect that there  continue  to  be no  sources of  toxic
organic discharges  satisfies compliance requirements.   The TTO parameter is
comprised  of different  constituents  for each categorical industry.  Although
overlap occurs  among different categories' TTO  constituents, no  single  defini-
tion for the TTO parameter is applicable to  all categories with  TTO limits.

     Because TTO  limits are  based  on  good  management  practices  and  because
many TTO parameters are stripped, not treated,  by conventional POTW treatment
(wh'ich may be  hazardous to POTW workers  and  the environment),   removal credit
should be very  carefully evaluated  for  the TTO  parameter.  A POTW applying for
a TTO removal  credit  (or  a specific organic compound) should ensure that the
removal credit  will neither  create  nor  exacerbate a violation of air  quality
standards.    A  summary  of the  problems related  to  a TTO  removal  credit is
presented below:

     •  Easing  of TTO limits  contradicts the policy promoting best management
        practices by the IU and negates  the  inherent benefits of  such
        practices
     •  TTO compliance  may be a certification procedure where  monitoring is
        not required to show  compliance, and therefore quantifiable discharge
        data are not readily  available
     •  TTO  constituents  vary  among  categories,   therefore  providing  no
        specific,  uniform TTO parameter  which a POTW could sample and apply to
        all categorical  industries with  TTO  limits
     •  TTO removal is incidental  to  conventional POTW  treatment  (e.g.,
        solvents  are stripped into  the air,  not treated by the POTW).
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The preceding discussion applies only to  the  TTO  parameter.   (Removal credit
for specific regulated toxic organics should be considered separately from the
TTO parameter.)

3.1.3 Surrogate or Indicator Pollutants
     Some-categorical  pretreatment  standards  use conventional or  nonconven-
tional pollutants as indicators or surrogates  for  toxic pollutants  (e.g.,  oil
and grease analysis instead  of  TTO monitoring).  Removal credits for indicator
or surrogate  pollutants  regulated in a  categorical  standard may  be  granted
only if the standard specifically permits removal  credits  for those indicator
and/or  surrogate  pollutants.   In  all  other situations, only  those toxic
pollutants specifically  regulated  by a  standard,  and riot the  corresponding
indicator pollutant, may receive a  removal credit.   Presently, only  the  iron
and steel categorical standards (for coke plants)  permit  a removal  credit  for
the indicator pollutant total phenols.

3.2  Consistent Removal Data
     The  POTW's application must  demonstrate  consistent removal  for,  each
pollutant for which a renoval credit is  being sought.   In most cases,  this
demonstration must  include analytical data (conforming to-  Part 136 test
methods) from influent and  effluent  samples  and  a calculation of  consistent
removal based  on the  data  obtained.   Analytical data are  required from at
least 12  representative  samples  of POTW  influent  and effluent taken at  ap-
proximately equal intervals  throughout one full year.   The Approval Authority
has the discretion  to require more frequent sampling and to establish  specific
requirements  to  ensure  that  samples are representative. Particular  exceptions
concerning the  methodology  used  for demonstration of consistent removal  are
mentioned later  in  this section and a*re more fully discussed  in  Chapter 4.

     Consistent  removal  is  defined and  calculated  by using  the following
formula (as presented in  the  Regulations):
          I - E
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     where:  r = consistent removal rate for a pollutant
             I = average concentration of the pollutant in the influent
             E = average concentration of the pollutant in the effluent.

I and  E are calculated by  taking  the arithmetic average of  all  influent  and
effluent data,  respectively.   All  sampling data  sets for which influent
pollutant  concentrations  were  quantifiable must  be used  in the  arithmetic
calculation.

     If  a POTW  has  collected  influent  and effluent samples  at  different
frequencies during the preceding year (e.g. , many samples collected  during  one
month and only 1 sample in other months), then the POTW and Approval Authority
must ensure  that the resulting  removal rate is  representative of the plant's
actual  performance.    If  these  differences in  monthly sampling frequencies
result  in an  unrepresentative  consistent  removal  rate,  then monthly  rates
should  be calculated  by  taking the  arithmetic average  of all influent  and
effluent data for each month and then calculating the consistent  removal  rate.
In such cases, the POTW should review the sampling frequency and  removal  rates
and, with the Approval Authority's concurrence, determine  the -most represen-
tative method for calculating consistent removal.

3.2.1  Limits of Detection
     Sometimes a laboratory analysis is unable to quantify a pollutant because
its  concentration  in  the  sample  is  too  small.    A  numerical value for  that
pollutant is needed  in order  to calculate the  average effluent  concentration.
The  value that:  should be  used when actual  pollutant: concentration values
cannot be measured is  the "limit of detectability" of the analytical procedure
used to measure  the pollutant.
                                          i
     Substituting  the  limit  of  detectability value for the  nonquantifiable
concentration of a pollutant  enables  a POTW to use the removal credit formula
for any of the following situations:

     •  The  pollutant is measurable  in  some but not all of  the  influent  and
        effluent samples
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      •  The pollutant is  not measurable in any of the effluent samples.
      (If the  pollutant  is not measurable in any of  the  influent  samples,  the
      removal credit  formula cannot  be used.)

      However,  substitution of the detection limit for an  actual effluent  level
may  result  in an artifically low removal rate.  This problem is  magnified by
low  influent pollutant concentrations.

      Two types of limits  of detection exist:   a method detection limit  and  a
quantitative detection limit,.  The  method detection  limit refers  to  the  limit
of  detectability for  a  particular substance  using  a  specified method  under
ideal  conditions.    The  quantitative  detection limit refers  to the limit  of
detectability  for a  particular substance  using  a  specified method  under actual
operating conditions.  The  quantitative  detection limit is  dependent on  the
particular  wastewater characteristics and the unique interferences associated
with  the wastewater.  The quantitative detection limit should always be used
when  it  is   necessary to  substitute a limit of detection in a removal credit
application.

     Typical method detection limits are given in Appendix B.  In most cases,
POTWs  should be able to  obtain limits of detection for metals  near the values
contained in Appendix B.   However,  POTWs  may be confronted with the situation
in which their in-house  lab  or contract  laboratories will  quote quantitative
detection limits higher  than those  found in Appendix B.   This situation will
occur  most  frequently with  regard  to  analysis of toxic organic pollutants.
The POTW should exercise  its judgment when selecting a laboratory for organic
pollutant analysis to ensure that  the quantitative detection  limits  used are
of sufficient  sensitivity  to demonstrate  the POTW's removal  capabilities.  In
this regard, the limits of detectability  listed in Appendix  B  should serve as
a guide  as  to  what is ideally attainable.  When using limits of detectability
to determine consistent removal in those situations where the pollutant is not
measurable,   the quantitative detection limit employed by the  laboratory  must
be used.   Also,  in  all  cases the  data  used  to  support  the  determination of
consistent removal should  use the same  quantitative detection  limits  for  both
influent and effluent analyses.
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     The organic  priority  pollutants  should be identified  and  quantified  by
gas chromatography/mass spectrophotometry (GC/MS).  The  GC/MS method  is  able
to resolve many of the compound interferences that may occur when two or more
compounds are  poorly  separated  by the  gas . chromatograph.   GC/MS can  dis-
tinguish among  such  compounds  and quantify the  one  for which  analysis  is
required.  Most of the method detection limits for organic priority pollutants
contained in  Appendix B are possible based on GC methods.    Contract  labs
generally quote quantitative detection limits for organic priority pollutants
at 10 ug/1 based on GC/MS analysis.

     Where a POTW anticipates  applying for  removal credit  authority  for
organic  priority  pollutants, it  should  contact  several laboratories in  an
effort to find  one that can  provide  the  lowest limits of detectability  pos-
sible.  If a laboratory can be found that  can provide low  limits of detection,
the chances that the POTW can demonstrate  consistent removal are improved.

3.2.2 Alternatives to Pollutant Concentrations Below
      Detectable Limits
     If  some  or  all  of the analytical results  obtained for determining
consistent removal are below the limit of detection, or if  a pollutant cannot
be measured in  any of the  influent samples, an alternative method for demon-
strating a  consistent removal may be presented.   However, the  POTW should
realize that approval of any alternate methodology will require concurrence by
the Approval Authority and be subject to  review by EPA Regional staff and EPA
Headquarters Office of Water Enforcement  and Permits staff.

     The POTW must consult with the Approval Authority prior to embarking on
an alternative  demonstration,  thereby preventing an expenditure  of  time  and
resources  only to learn that the method  used is not  satisfactory.   Each
proposal to  use  an  alternate methodology  will be judged  on  a case-by-case
basis.   A thorough  demonstration of  the validity and  applicability of  any
alternate method will  be required of  the  POTW.  At  a minimum, any option used
must  provide  data which are representative of the POTW's normal operating
condition and of  the  yearly and  seasonal variations in influent quantity and
quality to which  the  treatment system is  subjected.  Specific guidance on the
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use of alternative methods for demonstrating consistent removal is provided in
Chapter 4.

3.2.3  Lowering of the Consistent Removal Rate After Approval
     If periodic  monitoring indicates  that the approved  removal rate for  a
pollutant  has dropped  substantially and  consistently,  the approved  removal
credit will be reduced or withdrawn by the Approval Authority according to the
procedures and  criteria described in Chapter 7 of  this  document.   The effect
of  the revised, reduced,  or withdrawn  rate(s) is  generally that  discharge
limits for Ills will be made more stringent, potentially requiring installation
(within a  reasonable time period  not  to  exceed  that prescribed in the  General
Pretreatment  Regulations)  of   additional  treatment  by  affected  industrial
users.   Where  the  POTW was  initially  granted  a  large  removal credit,  the
effect of a reduced removal credit upon industrial users  could be substantial.

     It will probably  be the  exception that a  POTW's  removal rate  becomes
substantially higher after  the  initial  documentation  and  approval  of  the
consistent removal rate.   This  is  due  to  the fact  that as  the modified
categorical  standards  are  implemented  and  enforced,   the   total influent
concentration for  the  affected  pollutant(s) will  typically  drop.   A lower
treatment plant  influent concentration for any pollutant  may result  in  a lower
removal rate for the pollutant.

     Due  to  the  importance of  maintaining the  approved  consistent  removal
rate, it is strongly recommended that the POTW and Approval Authority routine-
ly (at least monthly) evaluate  the treatment plant's  removal  capabilities  for
the  pollutants  affected.   Such an  evaluation  should not wait  until  a  full
twelve months of data is available. A routine evaluation  of removal  capability
will enable the POTW to  immediately  identify a  significant variation from the
approved removal rate  and take action  as early as possible to  determine  the
cause  and  make  appropriate  changes.    The POTW should also remember that  the
demonstrated, approved removal rate becomes an enforceable part  of  the POTW's
NPDES  permit.   Therefore,  to ensure its  ability  to comply with this part of
its permit,  the  POTW may wish  to  consider applying for  authority to grant  a
consistent  removal  rate  somewhat  less   than  the  full amount   initially
demonstrated.
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3.3 Calculation  of Revised Discharge  Limits
     The removal credit  application must contain the  revised  discharge limit
for each pollutant and  for each industry or industrial category (and sub-
category where  appropriate) for  which  renoval  credits are  proposed.   The
revised limits are derived by using the following formula:
          1-r
            m
     where:  y  - revised discharge limit for the  pollutant
             x   =  pollutant discharge limit specified  in  the applicable
                 categorical pretreatment standard
              m
-  POTW's consistent  removal rate for the  pollutant (expressed
as a decimal fraction).
     As an example,  the calculation for  the revised maximum daily
     discharge limit for chromium in the  Electroplating Standards  is
     presented below.  In this example, a removal rate of 40.5 percent
     (0.405)  is  used with a  maximum  daily  categorical standard  for
     chromium of  7.0 mg/1.
                                7.0
                              1-0.405
                                           11.8 mg/1
     Based on this  formula, the  revised maximum  daily limit  for
     chromium is 11.8 mg/1 when  the  POTW consistent  removal  rate  is
     40.5 percent.

A  complete example of the use of these and other  calculations is provided  in
Appendix C.

 3.3.1  Evaluation of Removal Credit Effects on the Treatment
       Plant Influent Pollutant  Load (i.e.. Local Limits)
     A  fundamental issue  affecting  the  granting  of  removal  credits is  the
comparison of the influent pollutant load resulting from modified categorical
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 standards  to the calculated maximum  allowable  treatment plant influent load.
 The  maximum  allowable treatment  plant influent  load  is  usually determined
 during  the  development  of local  limits as  required by  40  CFR  403.5.   The
  * i> :. • .     '                                         '                   .
 actual  local (numerical)  limits  with which  Ill's  must  comply  are derived by
 implementing an acceptable allocation  of  the maximum allowable  loading (see
 Guidance Manual for POTW Pretreatment Program Development  for more detail on
 local limits development).  It is also important to remember that categorical
 standards  apply to  the  end-of-the-regulated-process, not  to  the end-of-pipe
 discharge from the IU to  the POTW  system as  is  the  case with most  local
 limits.   Therefore, where the POTW  is going to  compare  the  modified  cate-
 gorical standard  (based  on a  removal credit) with  the local limit for  the IU
 discharge, the  point of  application of  the standards must be  considered.   In
 many cases,  the IU  will combine other regulated, unregulated  or dilute  waste-
 stream  with  the regulated  wastestream in question  prior to  the  point  where
 samples are  collected  for a compliance determination.   This will require  the
 use of  the combined wastestream  formula to  adjust  the  categorical standards
 before  a  comparison with local limits  can be performed.   In  all  cases,  the
 POTW cannot  grant  a removal credit where the categorical  standard(s) will be
 revised upward  to  the  established maximum allowable  loading thus  causing  the
 plant  influent  load  to   exceed the  level  required  to  prevent plant  inter-
 ference, pass through and sludge contamination.

 3.3.1.1 Calculation of  Maximum Allowable Plant Influent Load
     The  development  of  technically based  IU  discharge  limitations  (i.e.,
 local limits) for incompatible pollutants requires  a POTW to determine maximum
 allowable plant influent  loads for  these  pollutants.   Unlike Federal  cate-
gorical standards,  which  are  technology based,  local limits  are  established
 for each individual  POTW  treatment plant to prevent  the introduction of pol-
lutants from industrial users  of  the  system in amounts or  concentrations that
might:

     •  Interfere with  or  upset the efficient  operation of  the  POTW treatment
        plant
     •  Contaminate the POTW sludge to a degree  that  it cannot  be  disposed  of
        using the preferred or most cost effective  disposal option
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     •  Pass through the POTW treatment plant causing violation of the NPDES
        permit and/or water  quality  standards
     •  Injure POTW workers.

     The methodology recommended  by  EPA to determine a maximum allowable plant
Influent load  is  presented  in the  EPA document  entitled  Guidance Manual for
POTW  Pretreatment  Program  Development.    The  data requirements,  formulas,
evaluation  criteria and other information  necessary  for making  this  deter-
mination is  presented  in the Manual and its appendices.  For  this reason, a
detailed discussion  of  the  methodology  is not presented here.   The U.S. EPA
has  made available a  computer  program for developing local limits  that
identifies the maximum allowable  plant influent load and is based on the same
aethodology presented in the Guidance Manual.    The primary advantage  of the
computerized  software  (PRELIM)  is  the  speed  with which    calculations  are
performed,  the flexibility  of  the program to  evaluate various  industrial
discharge and  plant influent  data,  and  the ability to' store  and manipulate
large volumes of data.

3.3.1.2 Comparison of Maximum Allowable Loading to Projected
        Loading  with  Removal Credits
     As  mentioned, local limits  are POTW-specific pollutant limitations for
industrial users.    In no case  should  the pollutant concentration  (or mass) in
the influent to the POTW treatment plant  exceed the maximum  allowable influent
concentration  (or mass) calculated as part  of local  limits development.
Depending on many  variables  (e.g., size and  type of  POTW treatment  plant,
number  and  type of  industrial users, NPDES limits,  sludge disposal limits,
pollutant allocation method,  etc.),  the local  limits  applied to  industrial
users for a particular  pollutant may be  more  stringent than a revised  cate-
gorical standard for the same  pollutant.  Unless the POTW chooses  to reestab-
lish its pollutant allocation method so  that the  POTW treatment  plant influent
loading is  met even when the revised categorical standard(s) is applied,  the
aore stringent local limit must be enforced.

     Using  the example from  page  3-12,  assume a POTW  treatment  plant has
determined  that the maximum allowable plant influent  loading for chromium is
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 8.3 ,lb/day, which, when  the controllable fraction is allocated  to  industrial
 user's as  a  concentration limit, is  9.0  mg/1 for all industrial users.   The
 POTW is seeking a removal credit for chromium to benefit  the electroplaters in
 the  community.    The  plant  demonstrates a  consistent  removal  rate of  40.5
 percent  for chromium.   The modified categorical standard,  based on  the
 equation shown  on page  3-11,  is 11.8 mg/1^   This  is higher than  the  local
 limit and when  the  revised standard  is  applied to all electroplaters in  the
 community,  the projected  chromium loading in the treatment plant influent  is
 9.1 Ib/day.   This exceeds the maximum allowable loading of  8.3 Ib/day.  There-
 fore, the application of  the  full  40.5 percent removal rate  for the electro-
 platers cannot be granted Without some lowering of the local  limit  for  other
 lUs to offset the increased pollutant load from electroplaters.  Alternative-
 ly,  the  categorical  standard  for   electroplaters  (assuming  removal credit
 authority were granted  to the  POTW)  could  be  relaxed  only up  to the previously
 established  local limit of 9,,0  mg/1 so as not to increase the pollutant load
 beyond the  maximum allowable  in  the treatment plant influent  and to maintain
 the same  chromium limit for all  lUs.

      Technical   data  demonstrating   the   maximum  allowable   treatment  plant
 influent  load should  be  available  at the POTW  for each  pollutant  and  each
 treatment plant  that will be affected  by an  application  for removal credit
 authority.   The  Approval Authority may  request  copies  of  the  local limits
 development material so that it may be  included in the  review of the removal
 credits application.

 3.3.2 Multiple Treatment F'lants
      Many POTW authorities  operate  more  than one, treatment  plant,  each  of
which may be receiving wastewater   from  industrial  users  regulated  by  cate-
gorical  pretreatment  standards.   The preparation of removal  credit  applica-
tions  for POTWs  with  multiple  treatment  plants  should  follow  the  guidance
presented in  this  section.   E>ue to  the wide  variety of situations  concerning
multiple treatment plants, the POTW is encouraged to consult with the Approval
Authority for guidance  concerning the preparation  of applications for removal
credits in the multiplant  system.
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     Three  basic options are available for determining  the  removal credits to
be requested.   Each  of them requires the  determination of actual pollutant
removal rates  at  each treatment plant.   These  three options are  briefly
explained as follows.

Option I:  Separate Removal Credits  for Each Treatment Plant
     In this alternative,  each treatment plant is considered separately.   A
consistent removal rate  is  calculated  and requested for each  individual
treatment   plant.    Assuming the  plants  have significantly different removal
rates  (which  would be typical), industries discharging to  the different
plants, but subject  to the same categorical  standards, will have different
removal credits applied to the standards based on the  different removal rate
at  the treatment  plant  which  receives their wastestream.  For  example,
consider a situation  in which a POTW authority has two  treatment plants.  Each
plant  receives discharges  from electroplaters  and the POTW requests authority
to provide a removal credit for chromium.   If the chromium removal rate is 46
percent for Plant  A  and  28 percent for  Plant B, then industrial users dis-
charging to Plant A  could  revise their  chromium standard by 46 percent while
the  users  of  Plant B  could  revise  the  standard by only  28 percent.  Also,
individual  treatment  plants  might  obtain  removal credit  authority  for  dif-
ferent pollutants, depending on  the  nature of the  industries  discharging  to
each plant.

     The  obvious benefit  of  option I is that it enables a  POTW to provide  the
maximum removal  credit  to  industries located in  an area  serviced by  a
particular plant.   However,  it can create economic inequalities, since
industries in  one portion of the POTW's total service area  may  be  granted  a
more lenient  standard  than other industries  discharging to a treatment  plant
with a lower removal efficiency.

Option II: Uniform Removal Credits Based on Lowest Removal
            Rate of All Treatment Plants
     This  option is  for  multiplant  POTW  systems that  desire community-wide
•cemoval  credits  but  do not qualify for  mass  based multiplant averaging.   In
using  this option,  a POTW must determine the  removal rates  for applicable
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 pollutants  in all  the treatment plants, compare the  loadings using the
 modified  categorical  standards with  the  maximum allowable  treatment   plant
 influent load,  then apply for authority  to  grant the  lowest  (i.e.,  most
 stringent) removal  rate demonstrated  to meet the appropriate criteria for the
 entire  system.   This option  ensures  that  all  plants can individually demon-
 strate  their achievement of the uniform  removal rate.   As an example, if the
 POTW has three treatment plants, all of which receive discharges from electro-
 platers and  which have chromium removal  rates  of 46 percent, 35  percent, and
 28  percent,  respectively,  then the  POTW  authority  would request a  removal
 credit  of 28 percent for all  plants.   This option is available for POTWs that
 have  more  than  one  treatment  plant  receiving  industrial  waste, where the
 plants are not hydraulically Interconnected, and  the POTW wants all industrial
 users  subject to  a  given categorical  standard to  meet  the  same  pollutant
 limitation.

 Option HI:  Mass Based Multiplant Averaging

     Many POTW  systems  include more  than one treatment plant  and frequently
 encompass more  than one  political jurisdiction.   Industrial users (lUs)  in
 these  systems  frequently  discharge  into different  treatment plants.    These
 situations can create difficulties for POTWs in administering and implementing
 the  removal  credits  provisions  of the  Regulations.   The most notable  dif-
 ficulty is enforcing "different" modified categorical standards for industrial
 users  in  the same community due  to the  differences  in removal rates of the
 various treatment  plants.   Also,   the existence  of  hydraulic  interconnections
 and  the  transfer of  sewage and/or sludge  from  one  plant to  another  causes
 complications in  the  determination of precise removal credits.  This  results
 in  uncertainty  as to which treatment  plant  an  IU  discharges  into and  what
 removal rate is  appropriate for  the  IU.   In  response  to this problem,  the
Agency will  consider  this  mass  based  multiplant  averaging option  as a method
 for calculating  a uniform, system-wide removal  credit  in  appropriate  circum-
stances.  However,  each removal credits  application using mass based multi-
plant  averaging  will  be  reviewed  on a  case-by-case basis  by the Approval
Authority  (State  and  Regional  staffs) in consultation with EPA Headquarters,
Office of  Water Enforcement and Permits,  prior to approval  or  denial.
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     Listed  below are  a number of  factors which will  be considered  before
approving this option:

     •  The  existence  of hydraulic  interconnections  that  would  allow  the
        diversion of sewage and/or sludge from one treatment  plant to another
     •  A  history  of  trucking  sewage  and/or  sludge  between  the  treatment
        plants
     •  Integrated management among the treatment plants in the  POTW system
     •  The degree of treatment  (e.g.,  secondary)  performed  by  each treatment
        plant for which multiplant averaging is being considered,  and
     •  The mass of industrial waste introduced to each treatment  plant.

     These  factors  are  important  in  assessing whether mass based  multiplant
averaging is  appropriate for an  individual POTW system.  However,  any other
appropriate additional  factor will also be  considered  before  permitting this
option.  For most POTW  systems,  either Option I (Separate Removal Credits for
Each Treatment  Plant) or Option  II  (Uniform Removal Credits Based on Lowest
Removal Rate of All Treatment Plants) is the appropriate method for developing
removal credits  for multiplant POTWs.  The  Option III procedure will be
assessed  on a  case-by-case   basis considering  the  factors  identified  above.
POTWs  are  encouraged  to  consult with their  Approval Authority  concerning
preparation  of their removal credits application.   If the POTW application
requests  mass  based  multiplant  averaging,   then  the POTW should  address  the
concerns described above.

     The  calculation to determine  the mass  based  average  removal  rate is
derived from the formula found in  the Removal Credit  regulations:
     where:   r    =   the  consistent  removal rate
              I    3   the  POTW  treatment  plant influent  concentration  of the
                      pollutant  in  question
              E    »   the  effluent  concentration of  the  same pollutant.
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In  tne  mass based multiplant  situation,  however,  (I) and (E) also  equal  the
sum  of  the  influent  and effluent mass,  respectively,  divided by the  sum  of
individual  flows  (fi> for all  treatment  plants  in the  system.   Numerically,
the formula is:
                                                       and,
                            E =
This can  be  viewed as taking all of  the wastewater  treatment  plant  influents
and mixing them  together  as one influent and doing  the  same to  the  effluent,
or
                _ (pollutant mass in) - (pollutant mass out)
                               (pollutant mass in)
     Because the above equation uses the mass-based sums of all influents  and
effluents,  this  methodology  represents  a  release  to  the  environment  of  a
pollutant mass equivalent to that resulting from the implementation of  removal
credits  for each  individual  treatment plant.   In  accordance  with the  1984
Removal  Credit  regulations  (49  FR  31212) the  average  influent and effluent
pollutant concentrations  (I&E)  must be  calculated by averaging all influent
and effluent data.

     We  examine  below a number of  concerns  with this  method,  and, it is
important for the Approval Authorities to be  aware that  these  concerns can be
resolved through NPDES permit  limits  and POTW local limits.  While the  total
mass of  pollutants  discharged from a POTW using  a mass based  multiplant
removal  credit  is essentially  equivalent to that discharged   from treatment
plants  using individual  removal  credits,  individual   treatment  plants  may
experience  pass  through and  interference problems.   Therefore,  it  must be
ensured  that the  modified  pollutant  standard  derived  from the  mass  based
multiplant  removal credit  meets the  intent  of the  pretreatment program  for
                                     3-19

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each  individual treatment plant  (i.e., the  modified  standard must  still
protect  each  individual  treatment  plant from pass through,  process  inter-
ference and sludge  contamination).   In order  to  achieve this objective, the
POTW  must  demonstrate that implementation of  the modified categorical stan-
dard(s) based on  the multiplant removal rate  does  not  result in a pollutant
mass  that  exceeds  the maximum  allowable  plant influent  load calculated for
each  individual  treatment  plant.    Additionally,  for plants  discharging to
different  receiving  waters,  the Approval  Authority must ensure  that  each
plant's water quality concerns are met.


          To illustrate  Option  III,  consider a POTW with  three  plants
      (A, B and C)  all  meeting  the  secondary equivalency  criteria,
      seeking a  removal  credit for chromium.   Flow rates  and  chromium
      concentrations  in  the  influent  and effluent  of each  plant  are as
      follows:
Treatment
Plant
A
B
C
Flow
(mgd)
8.0
2.0
2.5
(V
Cr Inf
Cone (mg/1)
7.5
6.0
7.0

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Thus, the  system-wide average removal rate  (r  )  is  determined to
be  63 percent for chromium.  To  provide  the margin  of safety, as
recommended on page  3-3, the POTW desires  to apply  for a removal
credit of  60  percent  of its consistent removal rate.   Therefore,
its  removal rate  for revising  the chromium categorical standard
becomes  37.8  percent  (63%  x 0.60 =  37.8%) or  r   = 0.378.   It
                                                  m
should be  noted  that  the influent/effluent data  sets  for  each of
the  three  treatment  plants were  derived  from the average  of  all
sampling data for which the influent  concentration of chromium was
detectable  at  each  plant.   The  individual  removal  rates  for'
treatment  plants A,  B, and  C are 60 percent, 80 percent,  and 57
percent,  respectively, when calculated on an individual basis.

     The   categorical  standard   for  chromium   discharged  from
existing electroplaters is 7.0 mg/1  daily maximum.    The  revised
discharge  standard based  on the multiplant  average  consistent
removal rate should be calculated by  the following equation:
                         7 =
                              1 - r
                                   m
     where:
     Assume that the POTW has calculated what  technically  derived
local  limits  for chromium would  be  necessary to prevent  process
interference,  pass  through and  sludge contamination  at  each of  the
treatment plants and are as  follows:
         Plant
           A
           B
           C
       Calculated
Local Limit for Cr (mg/1)
          15.0
           8.0
          12.5
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     Since  local limits  provide the  upper  limit  for  a removal
credit, comparison  of the  local limit  and  adjusted categorical
standard is necessary.  Several  considerations must be taken  into
account  in order to  facilitate this  comparison.   The  following
assumptions for this example address  these  considerations:
        IU flow  remains  at current  level - no  dilution to meet
        concentration based limits
        Alteration of local limits not possible  - no  reallocation
        of maximum allowable plant influent loading.
Because of the above assumptions, the  local  limits  for  each  plant
in  this example  provide a  true representation of  the maximum
allowable plant influent  loading at each facility.   However,  the
adjusted  categorical  standard applies  at end-of-process and  the
local limits  apply at end-of-pipe.   Following  the  procedure
outlined in Section 3.3.1 of this manual, the adjusted categorical
standard  is  corrected  to its end-of-pipe equivalent  for  each  IU.
For illustration  purposes it is  further assumed that none of  the
affected  lUs in  the  example have  any dilution, unregulated,  or
other  regulated flows.   Therefore,  the  local  limits  for chromium
and the  adjusted  categorical  standard for  chromium  are  directly
comparable.

     The  adjusted  chromium  standard  (11.3  mg/1)  exceeds  the
calculated   local  limit  necessary   to  protect   plant  B   from
interference,  pass through, or  sludge contamination  (8.0  mg/1)
and, therefore, cannot be permitted with the stipulated conditions
and assumptions of the  example.   If the POTW wants  to enforce a
single  chromium standard for all lUs,  an adjusted  standard  of no
higher than 8.0  mg/1 would have to  be implemented  in  order to
ensure the protection of plant  B.   If the  POTW wished to benefit
from  the  multiplant average, it  could apply the 8.0 mg/1 chromium
limit  to only  those  industrial  users  tributary  to  plant  B  and
apply  the adjusted standard of  11.3 mg/1 to all other applicable
users; or apply  the 8.0  mg/1  chromium limit to plant B users and
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     recalculate the  adjusted limit based on the multiplant average for
     plants A and C.   If the local limit (i.e.,  maximum allowable plant
     influent loading) for any  treatment  plant for any pollutant for
     which  a removal credit  is  being sought is determined  to be more
     stringent than the unmodified categorical standard (or the loading
     using the unmodified standard),  no removal credit can be granted
     and the local limit must be implemented and enforced.
3.4  Local Pretreatment Program Certification
     The removal credit application submitted to the Approval Authority must
include a  certification  from  the POTW stating that it has  an approved pre-
treatment  program or  qualifies for  the  exception to this requirement  as
discussed  below.   The  certification  must be  signed  by  an  authorized  POTW
representative,   A POTW that  qualifies for  a  pretreatment  program  approval
exception  may  conditionally  receive  removal  credit  authority  until  its
pretreatment program  is approved.   The exception applies  only if  both of the
following conditions  are met:

     •  Each  industrial user currently subject to a categorical pretreatment
        standard who  may receive a conditional removal credit has submitted  to
        the  POTW  the  information  required  in  a Baseline Monitoring  Report
        (BMR) as specified in 40 CFR 403*12 (b)(l)-(7).   In order  to  be
        complete,  the  information  submitted  by  the user should  reflect  the
        revised  discharge limit as modified by the removal credit
     •  The POTW has  submitted to  the  Approval  Authority an  application  for
        pretreatment  program approval  meeting  all the  requirements of  40  CFR
        403.8 and 403.9.  The application must have been  submitted in accor-
        dance with the compliance  schedule in the  POTW's NPDES permit  or  by
        July 1,  1983, if no time limitations are  contained in the permit.

3.5 Sludge Management Certification
     For this section  of the  application, the POTW must provide a  specific
description  of  its   current sludge disposal  method(s)  and   a certification
(statement  and  signature by an  authorized  POTW  representative) stating  that
granting removal credits will not  cause  the POTW  to  violate  any applicable
regulations,  (whether Federal,  State  or  local)  which  govern  the current  or
                                    3-23

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planned sludge  disposal  option(s) employed  by the POTW.   The  documentation
developed in  support  of  the  POTW's  local  limits  will typically satisfy the
technical requirements of this  certification.  Clearly, the granting of
removal credits  cannot allow  the discharge  of any pollutant  to  exceed the
maximum allowable plant influent load established for the  particular  treatment
plant  in  question.   The  data and  evaluation  supporting  the  certification
statement must be  available at the POTW and may be requested by the Approval
Authority as  part  of  the  removal credits application.   The  sludge certifica-
tion includes the  following Federal  statutory  provisions  and regulations plus
any  permits  issued to implement these or  more stringent State  or local
regulations:

     •  Section 405 of the Clean Water Act
     •  Solid Waste Disposal  Act (SWDA)  [including  Title  II  more commonly
        referred to as  the Resource  Conservation and Recovery Act (RCRA) and
        State regulations contained in any State sludge management plan
        prepared pursuant to Subtitle D of  SWDA]
     •  Clean Air Act
     •  Toxic Substances Control Act
     •  Marine Protection, Research and Sanctuaries Act.

     In order to receive removal  credit authority in  those situations where
the  POTW  is currently out  of  compliance with  any applicable sludge require-
ments, the POTW may, as an alternative, be  able to demonstrate  to the Approval
Authority  that  it will  be in compliance when its industrial  users meet the
categorical pretreatment standards as  modified  by  the  removal credits.  Where
the  POTW receives  removal credit  authority  under  these circumstances, the
Approval Authority will  establish specific  procedures  by which  the  POTW must
verify  that  they are indeed meeting the applicable sludge  requirements upon
full implementation of  the revised discharge standards.   Where  there  are any
questions,  the  POTW should contact  the Approval Authority  concerning  sludge
certification requirements  prior  to  preparing the removal credit application.
Also,  it  should  be noted  that  if  greater sludge management  costs are incurred
as  a result  of  granting  removal  credits,  the  additional  costs will  not  be
eligible for EPA grant assistance.
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     PQTWs should be aware  that  new Federal sludge regulations are currently
being developed and will be promulgated in the  near future.   Once promulgated,
all POTWs will  be required to comply,  at a minimum, with these regulations.
POTWs should  bear this in  mind  to  help prevent a situation in which future
sludge  regulations  necessitate  the modification  or  revocation of  the  pre-
viously approved removal credit authority to enable compliance with new sludge
regulations.   Presently, the RCRA EP Toxicity Test  and 40 CFR 257 regulations
on PGB and cadmium levels represent the  only quantifiable Federal regulations
relating to toxic pollutants  in  municipal sludge destined for land disposal.
However, there  are  many state and  local regulations  with specific pollutant
quantity limitations  based  on the disposal  option used.   POTWs  must be
familiar with  applicable  regulations  or  guidelines  to ensure a  complete
application package is  prepared.  EPA  Sludge Management Task Force documents
may help in evaluating  the extent and hazards of sludge  contamination.

     As  part of  the application, the POTW  should provide an analytical
demonstration or  evaluation that all  applicable sludge disposal regulations
will  continue  to be met after  the removal credits  are implemented.   This
demonstration involves  assuming that the revised standards are implemented and
met by industry and then, based on this assumption, determining the concentra-
tion in  the sludge  of  the pollutant(s)  for which  removal credits are sought.
Categorical standards,  when implemented, will usually result in a decrease in
total pollutant loading entering the POTW.  This  remains the case for cate-
gorical  standards revised  by  a  removal  credit  in  most  cases.   However,  this
will be less  of a decrease of  pollutant loading than would be realized if non-
revised  categorical  standards were  fully implemented.  In  almost  all cases,
then, implementation of removal  credits  will at  least maintain the status quo
with  respect  to the concentration  and mass of  toxic pollutants  in the  POTW
sludge  and  in  many  cases  will  result  in  a decreased  loading  over current
levels.   Again,  the modified categorical  standards  cannot allow industrial
users  to discharge  the pollutant(s)  affected by  the  removal credit in an
amount that exceeds the maximum allowable plant influent  load.

     After removal  credit approval, the POTW  should conduct periodic sludge
analyses for  the pollutants affected by removal credits to ensure  that
                                     3-25

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compliance with sludge disposal regulations is being maintained.   This  type  of
sludge monitoring may  be  required by the Approval  Authority.  Ills  benefiting
from  the  removal credit  may  provide financial  assistance  for the  increased
sludge monitoring.  Step-by-step procedures for demonstrating compliance  (both
before and after  removal  credit approval) are discussed below.  ,In addition,
an  example  of  this demonstration  is  presented  in  the  Example Application
provided in Appendix C.

     The  first step  is  to determine whether implementing a  categorical
limitation revised by the removal credit will permit an increase  in  the amount
of  a  toxic  pollutant  in  the  POTW system  that exceeds the maximum  allowable
influent  loading  determined in the  development  of local  limits.   This may
occur if the existing  total pollutant loading  from  all industries discharging
the pollutant  is  at or near the  maximum allowable  load.    If  discharges  from
affected industries using the  modified categorical  standard(s) result in the
maximum allowable influent concentration (or mass) being exceeded, the  removal
credits  cannot be  granted.   If, however,  the implementation  of modified
categorical standard(s) results in a pollutant  loading that does not exceed
the amount determined  during local limit development, the  application can  be
considered by the Approval Authority.

     The calculation to  determine the  pollutant  load entering the  system  at
the discharge  limit prescribed by the modified categorical standard proceeds
as follows.

     First,  those  sources of the pollutant in question that  will  not  be
affected by removal credits must be considered.  These sources usually  include
residential  and  commercial  dischargers, street  runoff  (for combined  sewer
systems)  and   noncategorical   industrial   users  or  unregulated   industrial
processes which discharge the  pollutant.   The  amount of  the pollutant  dis-
charged by  these  sources can  generally be  obtained  from the  local limits
technical information.

     Second,  the total amount  of the pollutant to be contributed  by  industries
discharging at  the  level  allowed  by  the  modified  standards  is calculated.   If
                                     3-26

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the categorical limit is concentration based  (mass  of  pollutant per volume of
wastewater), then the modified limit  is multiplied by the  maximum daily
regulated  flow  rate from  all  categorical  dischargers of  the  pollutant  and
subsequently  multiplied  by  an  appropriate  conversion factor  to  obtain  the
pollutant mass  loading  (mass of pollutant  per day).   The  following equation
illustrates this procedure:
where:
    Pt

    .y
    f,
                               Pt = 8.
total pollutant  contributed  by  industries  using modified categorical
standard (Ib/d)
revised concentration based categorical standard (mg/1)
maximum daily regulated flow rate from categorical discharge i (mgd).
If the categorical limit is production  based  (mass  of pollutant per number of
units of production), then the modified limit is multiplied by the total daily
number of units produced by industries in each subcategory.
where:
     y
 revised production base categorical standard (mass/unit)
 production rate of categorical industry (units/fime)
This amount is then added to the amount contributed by "unaffected" sources to
obtain  the  total treatment plant  influent  loading for the  pollutant  of con-
cern.  The resulting figure is a projected maximum loading of the pollutant to
the treatment plant in mass per day.  This is the figure that must be compared
to the maximum allowable plant influent load determined for local limits.

     At  this step, it is recommended that the POTW evaluate the proportion of
the influent  pollutant  loading that will  deposit in  sludge.   Metals  removed
during  treatment  are  generally deposited in the  sludge.   Therefore, the con-
sistent removal rate determined in the application should be used to calculate
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F/H-44a/#ll
the  concentration  of metals in sludge.   Several organic priority pollutants
(e.g.,  polynuclear aromatic hydrocarbons, of  which there are  13  on the EPA
priority pollutant  list) behave similar  to metals in that the  removal
mechanism is  primarily  by adsorption to settling particles and deposition in
the sludge.  Many organic pollutants, however,  do not  accumulate to a signifi-
cant  level  in the  sludge but are  instead removed from the wastewater by bio-
logical  and/or  chemical  destruction, volatilization or other mechanisms which
do not  result in sludge deposition of  the pollutant.   The POTW may not have
originally  developed  local limits for  these or  other pollutants  and will be
addressing  these issues  for  the  first time.   Calculation of  the  amount of
these pollutants deposited in sludge may require  fate and effect studies in
the  POTW treatment system.   These sampling  studies will  provide  data to
calculate the percentage of the pollutant  entering the POTW which is deposited
in the sludge.   This  percentage can  be  expressed  as a fraction and multiplied
by the calculated pollutant loading entering the plant to determine the total
pollutant loading that will be deposited in sludge.

     Most  sludge disposal  regulations  provide  mass  based  pollutant  limits
(mass of pollutant per mass of sludge).   Therefore, the amount of a. pollutant
deposited in  the sludge (mass per day) must be  divided by the  total mass of
sludge generated per day to  obtain  the total  mass of pollutant  per  mass of
sludge.  The  projected  maximum level of  the pollutant in the  sludge is then
compared with applicable sludge disposal regulations to verify that compliance
will be maintained.

3.6  NPDES Permit Limit Certification

     The  final  application  requirement  is  a  certification (statement  and
signature by  an authorized  POTW  representative) that implementation  of  the
removal  credits  will not  cause a violation  of the POTW's permit  limits  and
conditions.   Similar to  the sludge disposal certification  requirements, a POTW
that is currently out of compliance with applicable  limitations and conditions
in its  NPDES  permit  may be able, as  an  alternative, to  demonstrate  to  the
Approval Authority that  it will be in compliance when its industrial user(s)
are required to meet the categorical  pretreatment  standards as modified by the
removal  credit  provision.   Also, the  data and  evaluation  supporting  this
certification should  be available at  the POTW and may  be requested  by  the
Approval Authority  as part of  the  application.
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 i    POTWs  should  note that  Approval Authorities  are  being encouraged  to
establish NPDES permit limits for each toxic pollutant which is included in an
approved  removal  credits application.   In  addition,  the  Agency  (Office  of
Water  Enforcement and  Permits)  has issued  a memorandum (July 24,  1985)
encouraging toxicity  testing requirements  and possible limits  on toxicity in
municipal NPDES  permits using  biomonitoring.    In view  of this,  the  POTW's
certification that implementation of removal credits will not violate existing
or future permit  limits must be given careful  consideration.   It is strongly
recommended that  the  POTW  request  information from the  Approval  Authority
concerning future permit limits  if  toxic limits  are not currently included in
the POTW's NPDES permit.

     Toxic pollutant  loadings can  cause  violation of  the  POTW  NPDES  permit
primarily by  two  mechanisms.  First, toxic pollutant  loadings  can exceed the
removal capability of  the POTW  treatment system causing a direct  violation of
a  toxic  pollutant limitation in the NPDES  permit.    Second,  reduced  process
efficiency due to  interference from high pollutant loads  can   cause  NPDES
violations,  e.g., high priority pollutant  concentrations  interfering with the
biological processes  could  cause  BOD violations  of  the NPDES permit.   The
majority of POTW NPDES permits,  however,  do  not  currently  contain  toxic
pollutant limitations.   Thus,  the major analysis  of whether  application  of
removal credits may lead to violation of the NPDES permit conditions will be a
demonstration  that  implementation  of the revised  limits  will  not  cause POTW
treatment plant interference which may result in violations of existing permit
conditions.    The  POTW must  demonstrate  that  violation of  NPDES  permit limi-
tations will not occur as a result of either mechanism.                    i

     Again,  a  comparison of  the  pollutant  loading  resulting from  the modified
standards and  the maximum  allowable plant influent load  is of primary impor-
tance.  Technical analyses  that were used to support the POTW's development of
local  limits  can  be  used  to help support the  request for removal credits.
Documentation of  the existing local  limits developed  as part of the pretreat-
ment program should indicate the maximum levels  of pollutants  in  the influent
to the  treatment  plant that  can be tolerated and  still  prevent  interference
with the operation of the plant  (including unacceptable sludge contamination),
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and violation of  the NPDES permit conditions or  of  water  quality  standards.
Application of removal credits must not  enable  industrial  users  to discharge
pollutants that,  in total amount, exceed the maximum allowable plant influent
load.
     Implementation  of  revised  categorical  standards  may  reduce  the  toxic
pollutant loading  below existing levels and  allow a POTW not  in  compliance
with its NPDES permit to come into compliance.  This is especially  true where
the  industrial users  currently discharge pollutants to the  POTW with no
limitations or very lenient  limitations.

3.6.1  NPDES Compliance Demonstration
     The demonstration of NPDES permit compliance involves  calculation  of  the
anticipated increase  or decrease  of the pollutant concentrations in the
influent to the treatment plant due to revising the categorical  standards  and
the  resulting effect on treatment processes  and effluent.   Also,  the  POTW's
past history  of  compliance with NPDES permit  conditions  for  all  treatment
plants and an assessment of the  extent and type of violations should be pre-
sented in the application.  Step-by-step procedures for  developing this
demonstration are given below.   In addition,  an example of this  demonstration
is presented in the Example  Application in Appendix C.

     The first step in  developing the  NPDES permit compliance demonstration is
to determine the  maximum  level of  the  pollutant  in the  treatment  plant
influent prior to and after  revision of the categorical standards.  The  method
for  calculating the  increased  pollutant  discharge  to the system in  mass  per
day was given in the previous subsection.  This mass loading, when  divided by
the  average plant flow and  an appropriate conversion factor,  gives the
influent  concentration  (mass  per volume) which  is  the maximum level  of  the
pollutant expected in the plant influent with revised categorical standards in
place.   Where  local limits  (i.e., maximum allowable plant  influent  loading)
have not  already  been  developed, the  maximum level of the pollutant is then
used to determine if the biological  treatment processes used at the  plant will
be inhibited.  Since most biological (secondary) systems follow primary  treat-
ment,  the maximum projected influent  to  the  secondary treatment  process is
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calculated by multiplying 1—r  by the maximum projected influent concentration
to the plant where r   is  the pollutant  removal efficiency of the primary pro-
cess.  This, maximum projected influent to the secondary process should then be
checked  with  the  typical threshold concentration  values for  inhibitory  ef-
fects .  Typical values are given in Table 3.1 for activated sludge, nitrifica-
tion, and anaerobic sludge digestion.  These typical values can be useful to a
POTW  in  predicting whether  interference will  occur  if  implementation of  a
removal  credit  allows an increase in  toxic pollutant loading or whether
implementation of categorical standards  modified by the removal credit will be
sufficient to  eliminate  interference that may currently  be  causing  a POTW to
violate  its NPDES  permit requirements.   The POTW may be able to show by
statistical analysis  of  plant  operations  or other  methods  that  the  typical
values for process inhibition do not apply to that particular treatment plant.
Thus, POTWs may be able to demonstrate that interference with plant operations
will not occur  if  discharges result in concentrations  that  exceed the values
in Table  3.1.   Plant  specific  monitoring (including bench  scale  testing  and
pilot plant operation) of removal efficiency,  changes  in  the respiration rate
of the flora and fauna in the biological unit, and other measurements may help
the  POTW more  accurately define the  inhibitory  effects  of  various  pollutant
concentrations.

     For a tertiary treatment  process  (such as nitrification),  the  same pro-
cedure used above for secondary processes can be used to calculate the maximum
projected influent  concentration to the  tertiary process.   This is  done by
substituting r +   for r  where r +  is the  total  removal efficiency  of  the
primary and secondary processes.

     For  determining  the potential  for biological  inhibition of the  sludge
treatment  processes  (such  ais  anaerobic  sludge  digestion),  the  influent
concentration to the  sludge  treatment  process can be  calculated by  using  the
following  formula,   referred   to  as  the   "sludge  influent  concentration
equation:"
              sp
m  0   p
    sp
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                                Table 3.1

             Threshold Concentrations of Toxic  Pollutants
          That Could Inhibit Biological Treatment Processes
Toxic
Pollutant
Arsenic
Cadmium
Chromium (total)
Chromium (hex)
Copper
Cyanide
Lead
Mercury
Nickel
Zinc
Threshold of
Inhibitory Effect
on Activated Sludge
0.04 mg/1
1.0 mg/1
10.0 mg/1
1.0 mg/1
0.1 mg/1
0.05 mg/1
0.1 mg/1
0.1 mg/1
1.0 mg/1
0.08 mg/1
Threshold of
Inhibitory Effect
on Nitrification
	
5.0 mg/1
55.0 mg/1
5.0 mg/1
0.05 mg/1
0.34 mg/1
0.5 mg/1
2.0 mg/1
0.5 mg/1
0.08 mg/1
Threshold of
Inhibitory Effect
on Anaerobic
Sludge Digestion
1.6 mg/1
0.02 mg/1
100.0 mg/1
50.0 mg/1
1.0 mg/1
1.0 mg/1
250.0 mg/1
.365 mg/1
2.0 mg/1
5.0 mg/1
Concentrations are specified at influent of  the unit process in dissolved
 form.

References:  (1),  (3) (5) and (12) in Table 3.2.
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              sp
              m
              sp
maximum projected concentration in sludge process  influent
consistent removal rate at the plant
plant flow rate
sludge flow rate
maximum projected plant influent concentration
The value obtained  for  I    is  then compared with threshold levels for inhibi-
                        sp
tory effects to ensure that the sludge treatment process will not be affected.
Note  that  this  methodology is  applicable  primarily  to  metals  and  organic
pollutants that  are removed almost  exclusively by deposition  in the sludge.
When considering  the  majority  of the organic  pollutants,  the value of r will
need to  be  modified based  on  the actual proportion  of the organic pollutant
that is removed to the sludge.

     As  noted on Table 3.1, the  threshold  inhibition levels are expressed as
influent pollutant  concentrations  to the unit  process  in  the dissolved form.
The above methods of calculation  yield  the projected  total  concentration of
the pollutant.   In many  cases they will yield a close approximation of the
pollutant in  the dissolved form.   The major  exception will  typically be the
calculation of  influent  concentration  to  sludge  processes  using  the sludge
influent concentration equation.  A significant fraction of this  concentration
may not  be  in the dissolved form.   Thus,  if calculated concentrations exceed
the threshold  inhibition  levels,  the POTW  should  consider additional methods
to more closely  estimate  the concentration  in the dissolved form.  One alter-
native would  be to  conduct sampling of  the sludge  stream entering  the sen-
sitive processes  and analyze  for  both  total  and  dissolved concentrations of
the pollutant(s) in question.  The ratio of dissolved to total pollutant con-
centrations could  then  be  multiplied  by the  concentration  calculated by the
sludge  influent equation  to  yield  a closer  approximation  of  the  expected
dissolved pollutant  concentration entering  the sludge  processing units after
removal credits are implemented (this approximation  assumes that the ratio of
dissolved to  total pollutant  concentration will  not change as  the  influent
concentration  changes).    Another  approximation  of  the  dissolved  pollutant
concentration entering the  sludge processing unit is  to estimate  the pollutant
                                     3-33

-------
concentration in  the effluent  liquid  phase from the  unit  process.   This  is
estimated by multiplying (1-r) by the maximum projected influent concentration
to  the  plant where r  is  defined as the  consistent  removal rate through  all
treatment units at the plant.  This concentration should be  a close  approxima-
tion of  the dissolved concentration of  the pollutant  in the sludge  from  the
unit process.  Also note that once the sludge enters  the sludge  treatment unit
(e.g., anaerobic digestor),  the relative  proportions of the pollutant  in  the
dissolved and  total form  can change due  to different conditions that exist
within the  sludge  treatment unit.   This  factor can increase or  decrease  the
likelihood that biological inhibition of the sludge  unit will occur.

     In  regard, to  effluent  quality, where  the  POTW's NPDES permit  does  not
have toxic  pollutant  limits  (for the pollutants covered by  the credits),  the
POTW should  ensure that water  quality criteria  or  standards  (if  available)
will continue to be met after the categorical  standards are  revised.   Again,
the Approval Authority will usually incorporate  NPDES permit limits for  the
toxics involved in  the removal  credits application.    The POTW  should contact
the Approval Authority  concerning  future  toxic pollutant limits  in  the NPDES
permit  during the  preparation of  the  removal credits applications.   For
reference purposes,  a summary  of  EPA's Water  Quality Criteria  for  priority
pollutants is presented in Table 3.2.

     To make the effluent  qualities calculation, the  maximum projected plant
effluent concentration is calculated from the maximum projected  plant influent
concentration and  compared to the criteria  or standards.  The  plant  effluent
concentration is (1-r)  times the plant influent concentration  where  r  is  the
consistent removal rate  through all treatment units at the  plant.   The
dilution factor of  the plant effluent  in the receiving waters  is  determined
from the ratio of  the flow  rates of the  effluent and  receiving waters  during
low flow periods.   The maximum level  in the receiving waters  contributed  by
the POTW is calculated  by  taking the  proportion of  the  POTW  and  receiving
water flow  rates   times  the maximum projected plant  effluent  concentration.
The maximum pollutant level expected  in the receiving water can then  be
estimated  by adding  the  maximum  level  contributed  by the  POTW  (estimated
above)  to  the receiving  water  background  level  of  the  pollutant  measured
                                     3-34

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upstream of the  POTW.  The  background  level is  obtained by  sampling  and
analysis of  the receiving  water  upstream of  the POTW considering  that  such
samples  should  be  taken downstream of  any other discharges to  the receiving
water with  allowance for a mixing  zone.   The  use  of mixing  zones  is  appro-
priate for evaluating  compliance  with criteria in most States.   Each State's
mixing zone  policy  is  somewhat unique.   State  standards  must  be consulted to
determine appropriate application of a mixing zone so that proper calculations
of acceptable instream concentrations can be made.   In  addition, guidance on
determining suitable mixing zone dimensions and their applications is provided
in the  Office of Water's Technical  Support Document for  Water  Quality-based
Toxics Control  (July 1985).   This document gives specific recommendations on
the design of toxicologically based mixing zones  and should be consulted when
analyzing  effluent  mixing  conditions.    The  maximum level in  the  receiving
waters  after the addition  of the  POTW discharge  can  then be  compared  with
water quality  criteria or standards  to verify that they  will continue to be
met  after  revision  of  the  categorical standards.   An example  of  this water
quality  calculation  is  found  in  the model removal credits application on page
C-10.
                                      3-40

-------
 i.
8.
9.
                                  Table 3.3
                                Bibliography
U.S.  Environmental  Protection  Agency.   Federal Guidelines  - State  and
Local Pretreatment  Programs.   Vols.  I,  II,  and III.   EPA-430/9-76-Ol7a,
b, and c.   January  1977.
2.   U.S. Environmental Protection Agency.   Fate  of  Priority  Pollutants  in
     Publicly Owned Treatment Works.    EPA-440/1-82-303.   September  1982.

3.   Anthony, Richard M., and Breimhurst, Lawrence H.  "Determining Maximum
     Influent Concentrations of  Priority Pollutants  for Treatment Plants."
     Journal of the Water Pollution Control  Federation. Vol.  53.  October
     1981.                          	

4.   Dyer, Jon; Feiler, Howard;  and Bernick, Arnold.   Handbook  of Industrial
     Waste Pretreatment, Water Management Series.  New York:  Garland Pub-
     lishing Inc.  1981.

5.   Eick, Richard W.  "History  of Priority  Pollutants at  the District and
     Determination of Prohibitive Discharge  Limits (PDL)." 2nd  Edition.
     Sanitary District of Rockford, Illinois.  March 1982.

6.   U.S. Environmental Protection Agency.   Ambient Water Quality Criteria.
     EPA-440/5-80.  October 1980.           ~~	

7.   U.S. Environmental Protection Agency.   "Municipal Sludge Management-
     Environmental Factors."  Federal Register. 41, No. 108, pp. 22531, 22543',
     June 1976.
JRB Associates.  "How to Set Local Limits." Handout prepared for Pre-
treatment Seminars, sponsored by U.S. Environmental Protection Agency
under Contract No. 68-01 --5052.  May 1982.

JRB Associates.  "Assessment of the Impacts of Industrial Discharges on
Publically Owned Treatment Works."  Prepared for U.S. Environmental Pro-
tection Agency under Contract No. 68-01-5052.  November 1981.
10.  U.S. Environmental Protection Agency.  Determining National Removal
     Credits for Selected Pollutants for Publicly Owned Treatment Works.  EPA-
     440/2-82-008.   September 1982.

11.  U.S. Environmental Protection Agency.  Guidance Manual for POTW Pre-
     treatment Program Development.  Prepared for U.S. Environmental Pro-
     tection Agency by JRB Associates under Contract No. 68-01-6514.  October
     1983.

12.  U.S. Environmental Protection Agency.  Guidance Document:  Revised
     Pretreatment Guidelines.  Vol. I.  Prepared for U.S. Environmental
     Protection Agency.  October 1981.

13.  U.S. Environmental Protection Agency.  Technology Transfer:  Use and
     Disposal of Municipal Wastewater Sludge.  EPA-625/10-84-003, September
     1984.                           	
                                      3-41

-------
                                  Table 3.3
                         Bibliography (Continued)
14.   U.S.  Environmental Protection Agency.  Technical Support Document for
     Water Quality-based Toxics Control.  July 1985.

15.   U.S.  Environmental Protection Agency.  Methods for Measuring  the Acute
     Toxicity of Effluents to Freshwater and Marine Organisms.
     EPA/600/4-85/013.  March 19, 1985.
                                        3-42

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 4.  Alternative  Procedures  Available To
      Satisfy  Application  Requirements

     The removal credits provision allows for alternative means and procedures
 to  demonstrate  consistent  removal where  sampling and analysis data are not
 complete or suitable for demonstrating consistent removal.  Plant data may not
 accurately reflect actual pollutant removals due to the effects of dilution by
 nonindustrial wastes and  the limits of  analytical procedures  such  that
 quantifiable  influent  and/or  effluent  concentrations  cannot  be  measured.
 However,  the inherent complexities of any alternate methodology proposed  by a
 POTW  necessitates  both a  clear  justification  for its  use,  and careful
 evaluation by the Approval Authority.

     POTWs need to be aware that alternative means and procedures may only be
 used with the concurrence of the Approval Authority, and  that these  alternate
 procedures  will also be subject  to review by EPA Regional staff and  EPA
 Headquarters  Office  of  Water  Enforcement  and  Permits.   As  such,  POTWs  are
 advised  to carefully consider their  decision to  pursue  this option, and  to
 consult with the Approval Authority regarding the method's appropriateness  at
 the earliest possible  stage.   A discussion  of  each of  the  alternatives
 available is  presented below.

 4.1  Use of  Historical Data  For POTW  Removals
     Complete  sampling  and analytical data  for  12 sets of influent  and
effluent samples may not  provide enough data points to accurately predict the
plant's  consistent  removal  rate.   In  another instance, the POTW  may have
                                4-1

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sampled for only six months but wants  to  apply  for removal credits  as  soon  as
possible.   Where  applicable,  POTWs may wish to rely on  available  historical
data  concerning  the pollutants in question.   In  many instances,  these  data
were gathered for other reasons (i.e.,  pretreatment program development, water
quality or  sludge quality studies,  or  as  the basis for  the design of replace-
ment equipment or plant expansion).  This  type  of  database can be included  to
calculate POTW  removal rates of  the  toxic pollutants providing  samples  were
collected at proper locations, with proper care and attention to sampling and
analytical  techniques  and at  approximately equivalent frequencies  (at  least
one per month).

     In   evaluating  whether   historical   data   are  usable  for  calculating
consistent  removal  rates, the applicant  must determine whether  sampling and
analytical  techniques were in conformance with current requirements.  Sampling
and   analytical   protocols,   particularly   for   some  toxic  pollutants,  are
periodically refined and improved.  It is possible, therefore, that historical
data  were collected under different protocols  than  are now required and  that
the  sampling  techniques were inconsistent with those  needed for  removal
credits,  which must be  based on  24-hour  composite samples  (except  in  those
cases  where the  type  of pollutant being sampled  dictates  grab  samples  be
used).  Similarly,  the POTW  should verify  that analytical  techniques  asso-
ciated with historical data were  in conformance with Federal requirements for
priority  pollutant  sampling,  with detection limits  that will be suitable for
removal credit calculations.

      Another major  factor  is that the  POTW must  ensure  historical data are
respresentative of  the wastestream currently  entering the plant.   This
includes  such  considerations as  changes  in the community served by the POTW
(especially with regard to industrial users) and  treatment plant operational
parameters  and  processes.  The historical  data  must  be carefully  evaluated for
these considerations before it is  used for calculation of  consistent removal.

      In  regard  to the  IDs of  the  system, then the  POTW must demonstrate to the
Approval  Authority  that industrial contributors continue  to discharge similar
quantities  and  concentrations  of  toxic pollutants  of concern.   In the  last ten
                                      4-2

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 years, advances in industrial technology, new processes and compounds,  energy
 and water  conservation, economic  incentives  to  recover pollutants  which were
 previously discharged,  and  an increased awareness of environmental issues have
 caused many  industrial facilities  to  change  their  internal processes  and
 operations, often dramatically altering  flow rates  and wastewater  character-
 istics.  Before a POTW relies on its own historical sampling data,  industrial
 consistency should be  demonstrated  by showing  that the  industrial community
 served by the POTW (in particular, the sampling results of IU monitoring)  has
 remained  consistent  over that period.   The  relative  proportions  of  industrial
 vs.  residential/commercial  flow during  the  historical period and  at present
 should also be indicated.   Other  indicators  for industrial  dischargers, such
 as  employment statistics or  water usage, are  not  by  themselves adequate  to
 provide this  verification.   If such  verification cannot be provided,  then  the
 POTW may  be limited in  its use of historical data.
                                                  fr

      Another prerequisite  for  use of  historical data  is  that  the POTW
 demonstrate its operations have not changed since the data were collected.   It
 is  relatively straightforward to indicate that  the  POTW unit operations  are
 the  same  but  it is also important to note whether POTW  operational changes may
 have affected toxic  pollutant removals.   For example,   the addition of  chemi-
 cals  or varying the dose rate of chemicals can dramatically affect the removal
 of  metals with  only  a minimal  effect  on BOD  or TSS   removals.   Changes   in
 wastewater  pH may affect operations  as well  as removal  of  some  toxic pol-
 lutants,  particularly  metals.  Similarly,  volatilization of certain organic
 priority  pollutants  may be  a function  of  a variety  of factors  including
 turbulence, aeration horsepower supplied,  and temperature.  If  there have been
 substantial modifications or  additions  to the POTW  since the period that the
 historical data was collected, then historical data is probably invalid.

4.2  Use of Alternative Sampling Designs
     Some POTWs may want to propose an alternative  sampling program based on
 factors that would result in more  than 12  equally spaced samples being used in
 calculating consistent  removal.   Situations  such as a POTW  with  seasonally
 discharging  industries   or   POTWs  that   experience  significantly  different
weather conditions (e.g.,  temperature,  precipitation) may justify a  change  in
                                    4-3

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sampling frequency.   In  these cases, it may  be more appropriate to  take  a
different number of samples  during  one time of  the year than another.  Plants
with these different seasonal conditions  may  need to take a higher number of
samples during a  particular  season.   The affected  lUs may provide technical
insight into appropriate alternative sampling  designs.  However, regardless of
the total number  of samples  collected, all sampling data must be used and at
least  one  sample each month  is  required.   Furthermore,  the  data  should be
handled such that  the resulting removal rate is  representative of the entire
year.   In some  cases  this may require that different numbers of samples each
month be averaged and  then these averaged monthly influent and  effluent values
themselves be averaged to compute the representative  removal rate.

4.3  Use of Treatability Studies  or Removal  Data From
      Similar  Treatment Plants To Demonstrate Removal
                           i
     Some  POTWs may not be  able to detect the pollutants  in their influent or
effluent for  which removal   credits are  being  sought.   This  is particularly
true  of systems  where  industrial contributions of  priority  pollutants  are
small  relative to the  total  flow into the treatment  plant  and also in the case
of  many of  the organic priority pollutants.   These POTWs, with the Approval
Authority's concurrence,  may  take  advantage of  provisions in  the regulations
which  allow for  use of alternative data  sources  from  treatability studies or
data  transfer  from a  similar POTW.   Again,  interaction with the lUs serviced
by  the POTW may help define  possible alternative data sources.

4.3.1  Treatability Studies
      If treatability studies are to be used,  the POTW must demonstrate  that
 the removal  rates obtained  apply to the full-scale POTW.  The  criteria  that
would  need to  be addressed  and  demonstrated  in the POTW's  application for
 removal credit authority  include the  following:

      •  Similar influent  pollutant characteristics
      •  Attempts  to collect actual pollutant removal data were unsuccessful
      •  Consistent  influent and effluent  sampling were uninfluenced by recycle
         streams
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      •  Proper sampling and analytical techniques  were  employed
      •  Operation  of  the pilot plant was in  the  same  manner as the  facility
         being modeled.

      This  last item requires the  POTW to  demonstrate  that  treatability studies
 were  set up properly and operated with the same constraints  as  the full scale
 facility.   POTWs interested in performing treatability studies  are encouraged
 to  consult the Approval Authority for more specific  information on setting-up
 and operating such  a study.

 4.3.2 Transfer of  Data From Similar POTWs

      Another  alternative  provided  by  the  regulations  for  demonstrating
 consistent removal  is  to rely upon data from similar treatment  plants.  While
 this  alternative may be difficult, the POTW must  attempt to demonstrate that
 these data are accurately transferable for the pollutants of concern.  Trans-
 fer of data  for  one pollutant to another pollutant  is especially difficult.
 EPA,  through its many sampling programs  and industry studies,  has found very
 few occurrences of  reliable "indicator"  pollutants.*   Therefore,  it may  be
 difficult  to show that  a pollutant removal rate at a POTW with the same basic
 operation  as the applicant  plant  will be equivalent to  the  removal  rate  for
 the pollutant  at  the applicant: plant.

      Before the pollutant data is transferred to the applicant POTW,  the POTW
 should  evaluate such issues as the  chemical form of the  pollutant,  acclima-
 tion,  synergism and antagonism of the various pollutants, type arid location of
 recycle  streams  within  a plant, and  any  other  factors  that  may  contribute  to
 the problem of reliable data transfer from one plant to  another.   For  example,
 the removal of toxic pollutants is complicated because removal depends largely
upon  the  percent  of the  pollutant  in  soluble versus  suspended form  (most
measurements  only  report  the  "total"  metal concentration)  and the  removal
mechanisms available for a particular pollutant.  Since  toxic pollutants  are
*An  indicator  pollutant  is  an  easy-to-measure pollutant  that will  predict
 either the occurrence or removal of a more difficult to measure pollutant.
                                     4-5

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primarily associated with industrial contributors, the nature of the pollutant

composition is likely to be  industry  specific.   Thus, the ratio of soluble to

suspended concentrations for any pollutant may vary, even when two cities have

a similar total pollutant concentration.


     A POTW that wishes to  demonstrate  that  sampling results at another POTW

are directly transferable for use in the calculation of removal credits should

address the following questions:


     •  Whether  the  plant   unit  operations  and  operational characteristics
        (such as SRT, MLSS,  aeration rate, etc.) are similar

     •  Whether  the composition of industrial  dischargers  (including type of
        pollutants,  concentrations  and flow volume) is approximately the same
        for  both  plants,  and  POTW  influent  wastewater  characteristics
        (including daily load  fluctuations and  the  effects of infiltration/
        inflow) are similar

     •  Whether the variability in performance of  the two plants, at least as
        measured in conventional pollutants, is comparable

     •  Whether raw water characteristics at both  plants are  similar

     •  Whether  the sampling and  analytical techniques used to generate the
        data to be  used are satisfactory  for  the purposes  of removal  credit
        calculation,  and  would  satisfy   all  of the  requirements  of  the
        regulations

     •  Whether the data accurately reflect the current industrial composition
        and the current POTW operations  that are  to be portrayed

     •  Whether the pollutants  present in sludge  are  comparable.
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 5.  Sampling and Analytical
      Requirements
 5.1  Sampling  Methods
     The removal credit regulation requires at least  12 representative samples
 of  the  POTW's  influent  and  effluent  taken  at  approximately equal  intervals
 throughout one full year (historical  data  or an alternative sampling design
 may  be  used  under certain  circumstances with  the Approval Authority's  con-
 currence). A POTW may accept assistance from its  industrial users  in the form
 of financial  support  to  cover  the cost  of additional sampling,  and  technical
 support  to aide  the POTW  in  selecting appropriate sampling  equipment  and
 techniques,  and perhaps  even to  contribute  employee time  and  labor.   It  is
 ultimately the affected  industrial users  that  benefit  from the granting  of
 removal credit authority  and therefore  the  Ill's  should be  encouraged  by the
 POTW to  participate in applying for and  maintaining the removal credit.
 Typically,  laboratory analyses  must be based on composite samples unless  grab
 samples  are more appropriate.  The  regulation does not attempt to specify when
 grab samples  are  more appropriate, but  rather provides  general guidance  in
Appendix  E of the regulations  along with a  description of  the  methods.
Appendix E of the regulations  recommends that  influent and effluent data  be
obtained by 24-hour  flow-proportional  composite sampling.   It is recommended
 that effluent  sample collection be  delayed  to compensate for hydraulic
detention within the treatment  plant.  The detention  period  is defined  as the
hydraulic residence time through the plant  without consideration of  recircu-
lating flows.   The Approval Authority may require detention  time compensation.
                                   5-1

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     An exception to composite samples is where the pollutants being analyzed
cannot  be  held  for an  extended period  because  of  biological,  chemical or
physical interaction which may  take  place after sample collection and affect
the results.   For  these  pollutants,  such as cyanide, phenol, and a number of
toxic organics, grab sampling should be employed.  The  collection of influent
grab samples according to the suggested procedures should precede the  collec-
tion of effluent samples  by approximately one detention  period.

     When collecting or examining existing analytical data,  it  is important to
determine whether  the influent  and effluent  samples are  suitable  for  cal-
culating removal credits.  A common problem with the  use of  analytical  data is
that influent samples do not always accurately characterize  the POTW  influent.
This can be particularly true where  a  POTW is  considering use  of a historical
data base and  the  samples  were not  collected  for the primary  purpose  of  cal-
culating  an accurate  percent  removal.   Many POTWs contain  internal  plant
recycle lines from various sludge processing operations  back to the headworks.
Sampling  downstream from  recycle flows  is  often suitable  for  routine  POTW
activities or  to calculate unit  process  loading rates,  but  data -obtained from
such a  sample  point are not appropriate  to  calculate removal  credits.  Thus,
POTW sampling  of influent  at  a  convenient or perhaps often  used  location that
includes  these recycle flows will substantially overstate  percent  removals.
In  order  to calculate an  accurate percent removal,   influent  samples  must be
taken upstream of  all  recycle flows. Because of the  importance of  this issue,
the POTW should address it in the application  (a flow diagram is  often  useful)
and the Approval Authority must verify that pollutant removals were  correctly
calculated.

     A  problem that may arise  for some  POTWs is  that  sampling prior  to all
recycle flows is  not necessary for  routine treatment plant  operations.
Therefore,  some POTWs will  have a  piping  system that is arranged  such that
obtaining  a  sample  prior to  all recycle flows may  be almost  physically
impossible.  Where a POTW  can demonstrate that  it falls into this category,  it
will  be necessary to  obtain  the  correct  value for the influent concentration
to  the  treatment plant by conducting a mass balance  around  the point that can
be  sampled,  subtracting  out the  pollutant  concentration attributable  to
recycle flows.  For  example,  the piping  configuration  may  be represented  as
below:
                                      5-2

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                        Fr, Cr
                   Ft, Ci   #1
        #2   Fs,  Gs
where  Fr is a  recycle flow (in  units  of volume per  time)  with a pollutant
concentration of  Cr.   The  sampling  location  necessary to obtain an accurate
influent  sample for  calculating  consistent  removal  is  location #1.   If it is
not  possible to  sample at location #1,  the concentration at that point would
have  to  be calculated by measuring  the  flows  (Fr  and  Fs) and concentrations
(Cr  and  Cs) at locations #2  and #3.  The  proper  influent  pollutant  concen-
tration  (Ci) would then be calculated as  follows:
                           Ci
(Fs)(Cs)  -  (Fr)(Cr)
      Fs  -  Fr
This  method of  obtaining the  influent  pollutant  concentration  is  not  the
preferred method and should only be used when absolutely necessary.   The POTW
should obtain the prior concurrence of  the Approval Authority before investing
time  and money  into the sampling and analysis  to calculate the influent
concentration by this method.
5.2  Analytical  Methods
     As specified  in  the final removal credit rule,  the  POTW is to use  the
analytical techniques  prescribed in 40 CFR 136 for sample  analysis.   The POTW
may use alternate analytical methods if the Approval Authority concurs  or has
established alternate methods.   Analytical  techniques  for certain  pollutants
may not be contained in 40 CFR  136 or the technique may be inappropriate.   In
such cases an  alternative  analytical  technique  may be used with the concur-
rence  of  the  Approval  Authority.   Other sources  of analytical  techniques
include  Standard  Methods   for   the  Examination  of  Water  and Wastewater;
Fifteenth Edition, published  by the American  Public Health  Association,
Washington,  D.C.; Handbook for  Sampling and Sample  Preservation of Water  and
Wastewater  (EPA Publication No.  600/4-82-029);  and Methods  for Chemical
Analysis of  Water and Wastes  (EPA  Publication No. 600/4-79-020).
                                    5-3

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 Part  II:

 Guidance  for the Approval  Authority

     The revised removal credit regulation defines  roles and responsibilities
 of the Approval  Authority in the removal credit process.  These can be divided
 into three general  areas:

     •  Reviewing and approving  POTW proposals to  satisfy application require-
        ments

     •  Reviewing the removal  credit application and  taking  appropriate action
     •  Ongoing  review and monitoring of the POTW  to determine that  consistent
        removals and other application requirements  continue to be  achieved.

Each of these roles and responsibilities will be  discussed in more detail in
 the  following  chapters.    Some  Approval  Authority functions  are straight-
forward;  others  require that  Approval Authority officials  exercise technical
or policy discretion.   Where  appropriate in these chapters,  guidance will be
included  concerning the  Approval Authority's exercise of that discretion.

     Upon submission, a  POTW application may be  found to be  inadequate in some
areas.   The Approval Authority  reviewer should give careful  consideration to
any weaknesses  in  an application and  then provide  specific  and constructive
guidance  to POTW officials to  correct  any  noted problems.   By providing clear
and specific comments to the POTW, the reviewer can  save  the  POTW  time in
revising  its application  and  ensure  that  subsequent  resubmissions  respond
adequately  to the reviewer's concerns.

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 6.   Review  of  Removal  Credit

      Applications



 6.1  Genera!

     This  section  addresses  the Approval Authority's  review of  a removal
 credit application.   The specific information  required  in a removal credit

 application is  described in Part I of this manual.   The  review of most items

 submitted  in an application  is straightforward.   These  items and  a  brief
 description of  the criteria  to be met are listed below:


     •  Calculations  of  consistent  removal and revised  discharge  limits  -
        Check  to make sure that appropriate data were used and the calcula-
        tions were done correctly.  The  technical issues  associated with this
        aspect  of the application teview are particularly important.

     •  Pretreatment program certification - Check to make sure the POTW has
        an  approved pretreatment program or qualifies for an exception.

     •  Sludge  management certification - Check the requirements applicable to
        the POTW's  method of  sludge use or disposal  to verify  that  the
        requirements match those stated  in the  application and that granting
        removal credits will riot cause a violation of these requirements.

     •  NPDES permit limit  certification  - Check the NPDES permit  limits  and
        compliance file to determine  if granting  the credits  will  cause  the
        POTW to violate NPDES permit limits and conditions.  If it has been in
        violation in the recent past, an assessment  of  the potential  for  a
        reduction or increase in future violations should  be made.


     The  Approval  Authority  conducting  the  review  should  also  consider

historical  information and  records  of  the POTW's  operation  and  compliance

status in making the determination to grant a  removal credit authorization.
                                   6-1

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Such  information may  include:    the  POTW's  pretreatment  program  submission;
operational and effluent data  for  the wastewater  treatment  plant(s);  301(h)
waiver applications;  pretreatment program audit reports;  and  the NPDES  permit
compliance file.
6.2  Procedural  Requirements
     The Approval Authority must review the application in accordance with  the
procedures in 40 CFR  403.11.   These are the same procedures used to  review
pretreatment program submissions.  After the Approval Authority  has completed
review of the application, it can approve or deny the application, or  it  can
authorize a lower removal  credit  than  the POTW sought.  Additional discussion
of  the  procedural  requirements  of  40  CFR 403.11 may  be  found in Guidance
Manual  for POTW Pretreatment Program Development, EPA, Office of Water
Enforcement and  Permits, October 1983.

6.3  Consistent  Removal Rate
     The  Approval  Authority  should  conduct  a review of data in  the  removal
credit application  to determine  if the  removal  rates  are reasonable, con-
sidering the following:

     •  Treatment plant processes employed
     •  Sludge generation and disposal  method  used
     •  Maintenance of a  consistent quality effluent in compliance with  the
        POTW's NPDES permit limits.

In  addition,  the  removal  rates  demonstrated by  other  similar  POTWs  can be
compared with the removal  credits being requested.   This  type of  comparison,
using the data  discussed  below,  is  intended  to  serve only as  a guide for a
review of  POTW  influent and  effluent  data to obtain a general idea  of  the
removal  rates which  are  considered typical  of  many  conventional secondary
biological treatment plants.
                                    6-2

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     In  1978,  EPA began a  project  which is commonly  referred  to as the  "40
POTW Study,"  formally titled  Fate  of Priority  Pollutants  in Publicly  Owned
Treatment Works.  Volumes I  and  II (EPA  440/1-82/303,  September 1982).   The
Agency initiated the study  to  determine  the  removal  of  toxic pollutants  in 40
well-operated  POTWs  that were meeting secondary  treatment effluent limits.
The scope  of  the  project  included 6-day, 24-hour sampling at  the 40  POTWs,
representing a variety  of  municipal treatment technologies, size ranges,  and
percentages of industrial flow.   The types  of treatment plants  sampled
included  activated  sludge  plants,  trickling   filter  plants,   pure   oxygen
activated sludge plants, an RBC  plant, an aerated lagoon,  and four treatment
plants  that  have  both  activated sludge  processes  and  trickling filters  in
parallel modes.  The information discussed below is from the 40 POTW Study  and
focuses on metals.   Information  on organic priority pollutants was much less
consistent, and  particular attention  should  be given to removal  credits
requests for these.   As more  information concerning the behavior of organic
pollutants in POTW treatment systems becomes  available,  EPA  will  issue further
guidance.

     Removal data from the  40 POTW Study for  the  nine toxic  metals detected  in
POTW influents  50  percent  or  more  of the time  are  summarized  in Table 6.1.
Presented in the  table  are  percent removals  for two subgroups of analytical
data:    removals where the  priority pollutant  average  influent  concentration
was greater  than  zero,  and  removals  when the  plant  average influent concen-
tration was  significantly  above  the  pollutant's detection  limit.   For this
table,  "significantly above the detection limit"  was  defined as four times  the
most frequent detection limit to  minimize the effect  of  the  detection limit  on
calculating percent removals.  The number  of  data points for each subgroup  is
indicated by N.

     Table  6.1 shows that  50 percent of  the POTWs  sampled achieved minimum
priority pollutant metal removals ranging from 35 percent to 97  percent.   The
purpose of the  40 POTW Study was  to measure the  effectiveness of  well operated
POTWs  in removing priority pollutants considering  a range of  treatment
processes and  influent characteristics.   Thus,  one  of  the  selection criteria
for identifying the POTWs   sampled  during the study was that an engineering
                                     6-3

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              Table 6.1 Summary of Minimum

   Percent Removals^ Achieved by Secondary Treatment

           Average  Influent > 0       Average Influent > Lower Limit'^'
Parameter
Zinc
Cyanide
Copper
Chromium
Nickel
Silver
Mercury
Lead
Cadmium
Percent of Plants
N<2> 50 75 80 90
40
40
40
40
36
36
35
34
29
77
59
82
76
35
95
86
97
93
64
36
58
66
18
82
65
74
46
55
33
56
64
17
79
61
58
39
44
5
46
48
8
66
25
35
4
N
40
40
40
35
22
2
9
3
12
Percent
of Plants Lower
50 Limit (ug/l)'4>
77
59
82
76
32
94
86
81
92
80
4
8
; 20
40
20
800
200
8
(2)
Removals  based on average  influent and effluent concentration.

N » Number of plants meeting average influent criteria „  ,

Lower limit chosen significantly above (approximately 4  times) the
parameter's detection limit.                        ,

Mercury in ng/1.
                               6-4

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judgement be made that POTWs were well operated.  Approval authorities may not
conclude  that  all POTWs  applying for removal  credits are well  operated  and
capable  of  attaining the  range of removal  found  in the study.   Conversely,
factors  such as  operation,  design,  sludge settling characteristics,  etc.,  may
combine to produce a  removal rate  higher than the range  shown for some
pollutants.  The 40 POTW Study values for removal rates for priority pollutant
metals  are  presented in this manual  solely to give Approval  Authorities  the
benefit of  the results  of  an extensive study of priority pollutant removal in
POTWs.  The values should not be presumed to be the highest or lowest rates of
consistent  removal  a given POTW can demonstrate.   A removal request for  a
removal  credit  signficantly  higher than  that found  in the  40 POTW  Study,
however, should  alert an Approval Authority to scrutinize  the factors  at  the
particular  POTW  which  appear to  demonstrate an unusually high  removal rate.
If  the  application  does not contain  sufficient  information  to support  the
removal  rate,  the Approval  Authority must request additional  information to
fully analyze  the reasons why  such  removals may be achievable  at  that POTW.
The  results of the  40  POTW Study should not be used  to deny a request  for
removal  credit  authorization higher  than  the  removals  found  in the  Study.
Similarly,  if a  POTW is only able  to demonstrate a consistent  removal lower
than the range found in the Study, the Approval Authority should not  assume an
error was made in the application process.  The applying POTW may not maintain
the  type  of operating  procedures that  were  determined to be  good  operating
practices in selecting candidate  POTWs for  the  study or for other reasons  may
not be able to achieve removals  found in  the study.

     The 40 POTW Study  also analyzed removals  for selected conventional  and
priority toxic pollutants at the  various  treatment plants sampled.   Among  the
treatment plants  examined,  trickling  filters,  activated sludge,  the RBC,  and
the pure oxygen systems  achieved  good removals  of  conventional pollutants  and
most of  the measurable  priority  pollutants.   At  those plants that  had acti-
vated sludge and  trickling filter systems  in  parallel, the activated  sludge
process appeared to remove slightly  more  priority  pollutant metals  and
organics than the  trickling filter.   However,  for  some parameters,  the
trickling filter  process achieved  higher  removal rates.
                                     6-5

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     Primary  treatment  was  less effective than  any  secondary treatment for
conventional and priority pollutant  removal.   It  should  be noted, however,
that the primary effluent samples from this study  are  probably not  represen-
tative of treatment plants  employing  only  primary treatment  since the primary
treatment plants considered  in this  study  in all  cases  preceded  secondary
treatment.   Secondary treatment plants (which generate a much greater volume
of  sludge  than primary  plants) return many  of  the  sludge processing side
streams to the primary tanks.  This practice  often causes  the  influent to the
primary tanks  to  be much higher  in  organic  loading than  the influent to a
typical primary treatment plant.  Nevertheless, primary treatment  removed from
10 to 57 percent of priority pollutant metals  based on  the  plant  influent and
the primary effluent.

6.4  Sludge Management Certification
     The Approval Authority must review the POTW's method of  sludge disposal
and its ability to  comply with  any applicable Federal, State, or  local laws or
regulations governing specific disposal methods.   The  method  of  sludge
disposal determines  the applicable pollutant  criteria.  For  those  P'OTWs
utilizing more  than  one method of disposal,  all  applicable criteria must be
complied with.   Currently,   there are  three  primary methods of  disposal for
which  there  are major Federal  regulations:   landspreading, landfilling, and
incineration.  These regulations are  shown in Table 6.2.  In addition to  these
Federal regulations, all applicable State and local requirements  must be  met.

     During the review of a  removal credit application, the Approval Authority
should  confirm  that  all applicable regulations  have  been  properly  considered
by  the POTW  to determine  their  effect  on sludge  management  options.   The
various regulatory agencies  at  the Federal and  State level have  requirements
for or in most cases will at least  address the following pollutants: arsenic,
boron, cadmium, copper, chromium,  lead, mercury, nickel, PCBs,  and zinc.  Once
all  applicable disposal  regulations are  identified,  the  POTW should have
calculated  the effect  of   applying the  removal credit  on the  pollutant
concentration   in   the  sludge.    Step-by-step  procedures  outlining  this
development were  provided  in Section 3.5  of  this manual.   The Approval
Authority must  then  review  the POTW's  information to determine  that adequate
                                     6-6

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                               Table 6.2
                Major Federal Regulations Relating to
                       Sewage Sludge Disposal
Sludge Disposal
1.


2.


3.



4.
Landspreading
a, Food-Chain Application
b. Non-Food-Chain
Application
Land Disposal
a. Solid Wastes
( non-hazardous )
b. Hazardous Wastes
c. PCBs Disposal
Incineration
a. New Stationary Sources
of Air Emissions
b. Hazardous Pollutants
c. Hazardous Wastes
d. PCBs Disposal
Ocean Dumping

Regulation

40 CFR 257
40 CFR 257
40 CFR 257
40 CFR 260
et seq.
40 CFR 761
40 CFR 60
40 CFR 61
40 CFR 260
et seq.
40 CFR 761
40 CFR 220
et seq .
Date of
Promulgation

9/79
9/79
9/79
5/80
5/79
10/75
10/75
5/80
5/79
1/77
Authority

RCRA/CWA
RCRA/CWA
$
RCRA/CWA
RCRA
TSCA
CAA
CAA
RCRA
TSCA
MPRSA
Key:   RCRA  = Resource  Conservation and  Recovery Act
      CWA   = Clean Water Act
      TSCA  = Toxic Substances Control Act
      CAA   = Clean Air Act
      MPRSA = Marine Protection„ Research, and Sanctuaries Act
                                    6-7

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protection  of  the sludge  is maintained with  the implementation of  removal
credits.

6.5  NPDES  Permit Certification
      The removal  credit  regulation requires  that  an application  contain  a
certification that, by granting removal credits,  the POTW will not violate its
NPDES permit limits and conditions.   The Approval  Authority should verify that
the POTW has fully considered the potential impact of  revised discharge limits
on  its  ability  to meet its NPDES requirements.  The POTW should document, in
its application, that it has adequately considered two major impacts:

      •   Interference with its operations
      •   Its ability to meet specific discharge  limitations in its permit.

      In  contrast  to the  situation  described  above,  some NPDES  permits will
already  contain  limitations for toxic  pollutant  discharges  because of State
water quality  standards  or as a result  of a wasteload  allocation on a water
quality limited  stream.   Where  removal credit authority  is sought  for
pollutants  contained  in the  POTW's  NPDES  permit, the  POTW  must demonstrate
that  loadings  of the pollutant  that  result  from granting the removal credit
will  not exceed  the  capacity of  the  its  treatment  system to  remove those
pollutants  to the  levels required in the NPDES  permit.   The application should
contain  sufficient documentation to allow  the  Approval  Authority to evaluate
the analysis.    The  Approval Authority should approve the  application only
after the  POTW  has fully  and  accurately demonstrated by  calculations  the
capacity of the POTW  treatment  system to  remove the anticipated loadings of
pollutants  limited in  the  NPDES  permit.    Again the  technical information
prepared as part of the development  of  local  limits should provide this
information.

      As  an aid in  the review, the  Approval  Authority will  generally have
historical NPDES monitoring data that the POTW has  submitted.   The past
history  of  the  plant  in maintaining a consistent  quality effluent,  therefore,
can be reviewed by the Approval Authority.   This review  may give  an  indication
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of  the  plant's  operational stability and its ability to maintain the consis-
tent removal rate specified in the application.   The  data to be reviewed might
include,  where  available,  effluent  data,  treatment  plant  operating informa-
tion, and NPDES  violation  incidents.  If a particular plant has consistently
met  its effluent limits and experienced  few  upsets  or operational problems,
then  it  is  likely  the  plant  will  be  able to  maintain  consistent removal..
However,  if the plant has had a series of operational problems and been unable
to  consistently  comply with its  effluent limits,  it will be  less  likely to
achieve consistent removal of toxic  pollutants.   For this latter case, only a
removal  rate lower than  the  rate  requested  in  the application might be
authorized by the Approval  Authority.

     For  the case of a PQTW applying for removal credit authority even though
NPDES compliance may not be achieved until categorical industries comply with
the adjusted categorical standards for  the  pollutant applied  for,  the Agency
has taken the  following position.   The  POTW  will  not  receive removal credit
authority until  compliance  with its NPDES permit  for the pollutant applied for
is  demonstrated.   This  does  not  apply  in  instances where the  NPDES  permit
violation is unrelated  to  the  pollutant for which removal credits  are  being
sought.

6.6 NPDES  Permit Modifications
     The  pollutant   discharge   limitations,   requirements   and   conditions
contained in 3  POTW's NPDES  permits  are key  to  both the  removal credit
application process,  and 'enforcement  of the demonstrated  removal  rate.   There
are two  types of  revisions  which  are  necessary to the success  of this process.
The Approval Authority should include in  the permit:

     •   Discharge limitations for  the parameters for which removal credits are
        sought
     •   A  requirement  that  the  POTW maintain  its  demonstrated  consistent
        removal  rate
     •   Sampling  and  reporting requirements.
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     Discharge limitations  should  be incorporated  into  a  POTW's  NPDES  permit
for  each parameter  for which a  removal credit  is sought.   These permit
limitations serve  a dual function;  providing  a  broader technical basis for  the
development of local limits and assuring  the  protection  of  receiving  stream
water quality.  Inclusion of the demonstrated  consistent  removal  rate  in  the
NPDES permit provides both documentation  and the necessary mechanism for  any
later enforcement  actions.   The procedure by which the  POTW  must demonstrate
consistent removal should also be included in the revised permit.   Calculation
and  reporting of  a rolling  twelve  month  average would  provide such  a  demon-
stration.   Sample NPDES permit modification language for removal  credits is
provided for guidance in Appendix D of this manual.

     The Approval Authority is encouraged to  provide  guidance to NPDES  and
Pretreatment  delegated  States  so   that  permit  modifications   proceed  as
expeditiously as  possible.  Delegated  States  should consider  developing  the
necessary removal credit agreements  and  permit  modifications as  an  activity
during  their  106  planning  procedures.    It  is  suggested that  simultaneous
public notices be issued for approval  of  the  removal credit  application  and
the  permit  modifications.    Since  some States  may have delegation for  NPDES
authority only,  the  Regions  should  make the  preparations  necessary to  ensure
coordinated actions.  Because of the  workload of permit  modifications in most
NPDES delegated  States, there may be a significant lag between removal credits
approval and the  permit modifications.   To  avoid  having  this  situation,  the
approval letter, by itself,  may  require special  sampling  and should be
workable and enforceable without an immediate permit change.

6.7 Review of POTW  Proposals to Use  Alternative
     Methods of Demonstrating  Consistent  Removal
     As  discussed in Section  3.2.2  and  Chapter 4,  any alternate method of
demonstrating consistent pollutant  removal  requires the  concurrence of  the
Approval Authority.   Proposals  for  the use  of an  alternate method to  demon-
strate consistent  removal  should  be submitted  for  concurrence  in  advance  but
may  be  contained  as  a part  of  the application for removal credit authority.
It is  clearly advisable  that  POTWs submit such  proposals  prior to their
application rather than  assuming  that alternate- procedures will  be approved.
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Such  advanced  approval will  minimize  the chance  that a POTW  will invest a
large amount of  time  and  resources pursuing an application strategy that  the
Approval Authority may find deficient.

     Proposals  to  use alternate methods for demonstrating consistent  removal
fall into two general categories:

     •  Proposals  to vary the sampling and analysis  plan based  on at least  12
        samples over a one-year period  at approximately equal  intervals, or
     •  Proposals  to  demonstrate  consistent removal  using   data  other than
        actual plant influent: and  effluent sampling results.

The requirements of such proposals are discussed in  Chapters  4  and  5 and will
not be repeated here.   Additional  review guidance,  however, is provided-.

6.7.1 Proposals to Vary the Sampling  and Analysis Plan and
      Use of Historical  Data
     The general rule is  that each application for  removal credit  authoriza-
tion must be supported  by at. least 12 influent and  effluent  samples taken  at
approximately equal intervals  over one  year.  The purpose of the requirement
is to ensure that data are collected  that fairly represent yearly and seasonal
variations in  treatment  system loading and efficiency.   POTWs may have
previously  collected  data that they feel accurately  represent influent and
effluent pollutant  concentrations  but  such data may not have been collected
over a year at  approximately monthly  intervals.  The  removal credit  regulation
provides flexibility to  allow such data to be used  to satisfy  the sampling and
analysis requirements in whole  or in part.  Thus,  a POTW may have  results  of
six existing sample analyses  collected  at what  they  feel  is an appropriate
time interval and propose  to collect  only six additional  samples.

     In reviewing such proposals,  the Approval Authority  should  first evaluate
(1) the reasons  for using an alternative sampling scheme and (2) whether the
POTW has submitted  sufficient information upon which  to base an independent
determination that  the  proposal  will  adequately   represent the seasonal and
yearly variations in POTW loading  and performance.   Where historical data are
used that may have  been collected for another purpose, the Approval Authority
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should be satisfied that sampling procedures, analytical procedures, sampling
frequencies,  and  other  relevant  factors  are  consistent  with sampling  and
analysis  methods  to  establish removal  credits.   These and other  issues
associated with use and  evaluation  of  historical  data were discussed in more
detail in Section 4.1.

     Alternatively, a  sampling plan that  includes  12  samples  obtained  over
approximately equal intervals  during a  one-year  period may not be practical or
representative  of  yearly  and  seasonal variation.    Some  POTWs may  include
significant industrial  users  that  conduct seasonal businesses.  In such cases,
alternative sampling designs  may  be necessary  to meet  the objectives  of the
regulations.    When  reviewing  alternative sampling  programs, the  Approval
Authority  should  note  that  many  POTWs  cannot  representatively  illustrate
consistent  removal with  only  12 data  pairs.   In these instances,  it  may be
necessary to require that a larger number of samples be  collected.

6.7.2 Proposals to Demonstrate Consistent Removal  by Methods
      Other than Influent and  Effluent Sampling
     The effects of dilution  by nonindustrial  wastes and  the  limitations of
available analytical methods may combine to make it difficult or impossible to
demonstrate consistent  removal using  influent  and  effluent sampling.   Such
situations will occur  when analytical  results  for a  pollutant are  below the
detection limit for a  given analysis.   In such cases,  removal may  be occur-
ring, but  the  analytical  method may be unable to demonstrate it.   Under such
circumstances, the regulation  provides  for  alternate procedures to demonstrate
consistent  removal.  The Approval Authority must concur with  the use  of the
alternate procedures.   The specific  procedures were discussed in Chapter 4.

     In considering whether to concur with a specific method of demonstrating
consistent removal, the reviewer should be  guided  by the principles underlying
the  revised  removal  credit regulation.  Consistent removal  should  be demon-
strated for  a specific  POTW, its  treatment  process, and its  wastewater
loading.  Whether the POTW proposes  to  calculate demonstrated removal based on
historical  data,  treatability  studies,  demonstrated  removal  at other facili-
ties, or  other methods,  the  reviewer must  decide whether adequate justifica-
tion has been provided  to demonstrate that:   (1) the alternate  data accurately
                                     6-12

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represents  the  removal  capability  of the  specific  POTW  and;  (2)  the alter-
native method is based on facts and comparisons  that can  adequately represent
the  removal capability  of  the  POTW applying for  removal  credits.   Without
requiring  a POTW to  justify  that  alternate data  are  representative  of  its
plant and its treatment  system can the use of alternate  data  sources becomed a
variation of the previously  proposed national removal credit  concept.  EPA has
determined that such generalized removal credits  are not technically sound and
are not permitted by the Clean Water Act.

6.8 Additional Considerations  for  Reviewing
     Applications  of  POTWs  With 301(h) Waivers
     Generally,  NPDES  permit  limitations  for  POTWs  are  based   on  the
capabilities of  secondary treatment  technology.   Section 301(h) of  the  Act
authorizes POTWs that discharge  into  marine waters  to apply  for NPDES permits
based on  less  stringent  treatment  than  secondary  treatment for biochemical
oxygen  demand  and  suspended  solids  removal and  pH  control.   Among  the
regulatory requirements  for  evaluating  such 301(h)  waiver requests is  that  a
detailed analysis be conducted of the impact that less stringent limitations
will have on the marine  receiving waters.

     When  reviewing the removal  credit  application  from  a  POTW  with. a NPDES
permit based on a 301(h) waiver, the Approval Authority  should be aware of  the
extensive  impact  analyses  conducted  to support  the waiver  from  secondary
treatment requirements.  Pollutant discharge at levels greater than what would
be expected due to  implementation of removal credits could require  reevalua-
tion of conclusions  that were  drawn  based on  the  proposed discharge presented
in the 301(h) application and  the assumption  that categorical standards would
be achieved.  For example, the  301(h) impact  analysis may have concluded that
a  proposed  discharge  would  riot cause  a sufficiently  significant  impact  to
require  a specific NPDES permit limitation when categorical standards  are met.
With removal credits, however, a sufficient impact may be found.  It  is  the
applicant's  responsibility  to  demonstrate  whether  the  implementation   of
removal  credit  will  affect the proposed  discharge's  compliance with  all 301(h)
criteria.    As  a  result,  when an  Approval Authority  reviewer  considers  an
application for removal  credits from a POTW that has an NPDES permit  based  on
                                    6-13

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a 301(h) waiver, it will be necessary to consult the 301(h) decision document.
The  reviewer should  also solicit  input  from the  Approval Authority  staff
responsible for the 301(h) waiver for the POTW.
                                      6-14

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 7.  Modification  or Withdrawal  of
      Removal  Credits

     When removal credits are authorized,  the  POTW's demonstrated  consistent
pollutant removal becomes  an enforceable part of  its  NPDES  permit.  The
Approval Authority must  periodically review and evaluate the POTW's  compliance
with removal credit provisions  to  ensure  that  all  the  conditions are being
met.  This review should be conducted at least  annually (such as when  annual
reports  required by the  removal credits provision are  received).  The Approval
Authority may require more frequent  reporting at its discretion.  An  evaluation
of compliance with  most of the conditions  is straightforward.   The POTW must
maintain and enforce an approved pretreatment program, ensure that  the  sludge
disposal method meets  all  regulatory  requirements, ensure  that  the NPDES
permit  limits  and conditions  are not  violated, and  verify that the POTW is
maintaining  its consistent  removal rate.   The removal  credits  regulation
requires that removal credit authorization be modified or withdrawn if  any of
these conditions  are not  met.   In particular,  if  the  POTW's actual removal
efficiency  becomes  "consistently and  substantially  lower" than the removal
credit  authorized,  the  credit  authority  will  be modified to allow a lower
removal  rate or  totally withdrawn.  However, even if  a consistently and
substantially  lower removal  rate  cannot be demonstrated by the  procedures
below,   the Approval  Authority may  take  an enforcement  action against  any
removal  credit permit violation.
                                   7-1

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7.1  POTW  Monitoring and  Reporting  Frequency

     POTWs that  have been  granted removal  credit authority  must  submit  a

compliance report  to the Approval Authority  at least once  per  year.   This
report must  contain analytical data  for samples  taken  of the  influent  and

effluent for  the reporting period.   Samples  must have been collected at  least

once per month unless otherwise specified by the Approval Authority.


     The Approval  Authority  has  the  discretion to  require  a more  frequent

compliance demonstration  through  additional  reporting.    For example,  this
compliance determination could  be based  on a periodic rolling  12-month
average.  Examples of situations  that possibly warrant more frequent sampling

and reporting include the  following:


     •  In the early stages of program implementation, the Approval  Authority
        may conclude that once per year  reporting  of  consistent  removal  data
        is inadequate  to track  the  continuing  performance  of  some  or  all
        POTWs.   A good  policy  may be  to initially  require  all POTWs  with
        removal credit authority to report more frequently than once  per  year.
        After  a  compliance  history  has  been  established,  the   Approval
        Authority might conclude  that  POTWs  with a  good compliance record can
        be adequately tracked with once  per year reports.  POTWs having  more
        difficulty maintaining their consistent removal rate would continue to
        report more frequently until their compliance records improved or the
        Approval Authority gathered sufficient  data  to consider  modifying or
        withdrawing removal credit  authority.

     •  Where a POTW has  experienced problems complying with its NPDES permit,
        or has  a history of  system upsets, but was able to demonstrate to the
        Approval Authority that it has corrected those problems,  the Approval
        Authority may require more frequent  reporting to ensure that problems
        have, in fact, been corrected.

     •  Where a POTW treats  a high fraction of industrial wastes subject  to a
        removal  credit or  discharges  into a  sensitive receiving  water,  rela-
        tively  frequent  reporting  might be  made  a  necessary  condition  of
        obtaining removal credit authority.

     •  Where the POTW used treatability  studies or other alternative data as
        a  supplement to or in lieu of plant influent/effluent data  to demon-
        strate  consistent removal, more frequent reporting of actual sampling
        data  should be required.   In this case, additional data collected in
        the  months following approval will  allow  the Approval  Authority to
        continue to  assess  the  POTW's actual removal  rate and,  where neces-
        sary, modify or withdraw the POTW's removal credit authority.
                                     7-2

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 7.2  Criteria
      From the  reports  submitted  by the  POTW,  the  Approval Authority  must
 determine if the POTW  has  continued to achieve the  removal  rates  claimed  in
 its application.  If reports submitted by the POTW or studies performed by the
 Approval Authority  at the POTW show the removal rates  to  be consistently and
 substantially  lower than the approved  rate,  then  the Approval Authority has
 cause to modify or revoke  the POTW's removal credit.   While EPA  intends  to
 issue detailed  guidance  on  determining  what  constitutes "consistently  and
 substantially lower," the following guidance is provided in the interim.

      Part of the Approval Authority's  decision concerning whether or not  the
 removal  rate has dropped consistently  and substantially involves using  best
 professional judgment.   When  the  removal  rate data  contained in the  POTW's
 compliance  report are shown to, deviate  significantly  from the  original
 consistent removal  data, then the Approval  Authority should evaluate  the cause
 of  the deviation,  and its  impact on  the approved  rate.   If the  reported
 removal rate for all pollutants is still greater than  or equal to  the approved
 removal  credit,  no modifications  are  necessary.    However,  if  the reported
 removal rate is below the approved removal  credit,  then  the Approval Authority
 must  determine  if  it  is  significant enough  to  warrant action to  modify or
 withdraw  the approved removal credit. As mentioned previously, EPA intends to
 issue  guidance  for evaluating  reported removal rates  with approved removal
 rates.  In  any  instance, an  enforcement  action can  be  taken  against  any
 removal credit permit violation by the Approval Authority.

     For  POTWs  that have been  given authority to  grant conditional removal
 credits,  authorization may be withdrawn after appropriate  notice  if the POTW
 fails  to comply with the conditions for  applying and maintaining that authori-
 zation.   These  conditions include  operation  of  an  approved pretreatment pro-
gram,  maintaining consistent removal, and  complying  with NPDES permit  limits
and conditions and  sludge disposal requirements.   Conditional removal credits
may also be terminated  for certain industrial  users by  the  POTW  or  the
Approval  Authority.   The circumstances where this would  occur are  those in
which the industrial  users have  failed to  submit the proper information
required by the Baseline Monitoring Report or  have violated other pretreatment
requirements.
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7.3  Procedures  and Schedule
     After  the Approval Authority has decided that the withdrawal of  a POTW's
removal credit  authority  or modification  of that  credit  is warranted, the
Approval Authority must take the following actions:

     •  Issue  a  public notice of  the intent  to  withdraw/modify the POTW's
        removal credit  authorization
     •  Provide a public comment period of at least 30 days
     •  Provide  an opportunity for  interested persons to  request  a public
        hearing.

The above procedures are required by 40 CFR 403.11(b)(l) and (2).   The mailing
list  for  the public notice must  include,  at  a  minimum,  the POTW and the
industrial users to whom revised discharge limits have been applied.

     If the Approval Authority  decides withdrawal or modification  is  justified
(after  the  above actions  have been  completed  and a public hearing  has  been
held  or denied),  a public notice must be published in  the  same  newspaper as
the tentative notice was  published.   The  Approval Authority must also notify
and provide  the  basis  for that decision  to the POTW,  all  industrial  users to
whom  revised limits have been applied,  and each  person who has  requested
individual  notice.   Following the above  notices  and official withdrawal or
modification, all  industrial users that had  received  the  removal credit will
be  subject  to the  modified (if  the removal  credit was modified) or to the
categorical  pretreatment standard discharge limits (if the removal credit was
withdrawn).   The  industrial  users  must  achieve  compliance with these  more
stringent  limits within  a  reasonable time  as established  by  the  Approval
Authority,  not to  exceed  the period of  time  allowed  in  the applicable
categorical  pretreatment  standard  (i.e., typically three years).

      For  example, if  a categorical pretreatment standard provided  for  a
compliance period  of three  years from the date of promulgation, an industrial
user  affected  by the modification  or withdrawal of a removal credit could  be
granted a maximum compliance period of three  years  from  the  date of modifi-
cation  or withdrawal of  the removal  credit.   However, the Approval Authority
                                     7-4

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can establish a shorter  period for compliance after considering  the necessary
adjustment  to existing treatment technology  or the amount of  additional
treatment  that  must be installed.
                                   7-5

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           Appendix A



Removal Credit Provision Final Rule

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 31212
Federal Register  /  Vol.  49, No. 151 / Friday, August 3, 1984 / Rules  and Relations
 ENVIRONMENTAL PROTECTION
 AGENCY

 40 CFR Part 403

 EFHL 2557-7]

 General Pretreatment Regulation* for
 Existing and New Sources; Removal
 Credits

 AGENCY: Environmental Protection
 Agency.
 ACTION; Final rule.	

 SUMMARY: On September 28,1982, the
 Environmental Protection Agency (EPA)
 proposed extensive revisions to the
 removal credits section of the General
 Pretreatment Regulations (40 CFR Part
 403). EPA proposed these changes to
 make the removal credits provision
 simpler and more workable. After
 considering all significant comments
 submitted on the proposed changes, EPA
 is today promulgating in final form the
 revised removal credits section of the
 pretreatment regulations.
 DATES: This regulation shall become
 effective September 17,1984. For
 purposes of judicial review, this
 regulation is issued at 1:00 PM eastern
 time on August 19,1984.
 FOR FURTHER INFORMATION CONTACT!
 Craig Jakubowics, Permits Division (EN-
 336), U.S. Environmental Protection
 Agency. 401M St. SW., Washington.
 D.C. 20460, (202) 428-4793.
 SUPPLEMENTARY INFORMATION:
 L Background
  On June 26,1978, EPA promulgated, in
 40 CFR Part 403, the General
 Pretreatment Regulations which
 established mechanisms and procedures
 for controlling the introduction of
 wastes from industry and other non-
 domestic sources into publicly owned
 treatment works (POTWs) (43 FR 27736).
 Following promulgation, several parties
 brought actions in Federal court
 challenging these regulations. Pursuant
 to the terms of a settlement agreement
 entered into by EPA and some of the
 parties to the litigation, the Agency-
 promulgated amendments to the General
 Pretreatment Regulations for Existing
 and New Sources on January 28,1981 (46
 FR 9404). These amendments were
 originally scheduled to take effect on
 March 13.1981. However, acting under
 the President's memorandum of January
 29,1981, EPA postponed the effective
 date until March 30,1981 (48 FR 11972,
February 12.1981). On March 27.1981,
 the Agency indefinitely suspended the
effective date of the amendments
pursuant to Executive Order 12291 (46
FR 19936. April 2,1981).
                            On October 13.1981. EPA terminated
                          the indefinite postponement of the
                          January 1981 amendments and
                          established January 31,1982, as their
                          effective date (46 FR 50502). On the
                          same day, EPA invited comment on a
                          proposal that the effective date of the
                          amendments be further postponed (48
                          FR 50503). Most of the 1981 amendments
                          were allowed to go into effect on
                          January 31,1982. However, a few of the
                          amendments, including the removal
                          credits provision, were further
                          postponed (47 FR 4518, February 1.
                          1982). On July 8,1982. the United States
                          Court of Appeals for the Third Circuit
                          held that EPA's original indefinite
                          uuspension violated the Administrative
                          Procedure Act, and directed EPA  to put
                          all the pretreatment amendments,  :
                          including  the removal credits section,
                          into effect retroactive to March 30,1981
                          (Natural Resources Defense Council v.
                          EPA.  683 F. 2d 752 (3d Cir. 1982)).
                            An important part of the June 1978
                          General Pretreatment Regulations and
                          the January 1981 amendments was the
                          section governing removal credits
                          (section 403.7). That section was
                          designed to implement a 1977
                          amendment to section 307(b)(l) of the
                          Clean Water Act (CWA), which allows
                          a POTW to provide industrial users with
                          a "credit" (in the form of reduced
                          pretreatment requirements) for removal
                          of pollutants by the POTW. Industrial
                          users which qualify for such a credit are
                          allowed to discharge larger quantities of
                          regulated pollutants to the POTW than
                          would otherwise be allowed by the
                          applicable categorical pretreatment
                          standard. The removal credits section
                          established the conditions under which
                          IKDTWs would obtain authority to grant
                          removal credits and provided the  means
                          by which these removal credits should
                          be determined. -
                           Notwithstanding the streamlining
                          included in the 1981 amendments, the
                          removal credits provision was still
                          criticized by some as being so
                          burdensome and unworkable as to
                          discourage POTWs from applying for
                          removal credit authority. In fact this
                          removal credit rule was one of the
                          provisions of the General Pretreatment
                          Regulations challenged, albeit
                          unsuccessfully, in the pretreatment
                          litigation (National Association of Metal
                          Finishers (NAMF) et al. v. EPA. 719 F.
                          2d 624 (3d Cir. 1983)). In addition to the
                          general allegation of unworkability,
                          several  specific aspects of the regulation
                          were attacked. Industry groups and
                          some  POTWs were critical of the
                          requirement that a POTW have an
                          approved pretreatment program, arguing
                          that this condition for removal credit
                          authority went beyond any requirement
 specified in | 307(b)(l) of the Clean
 Water Act. These groups also asserted
 that unless a POTW maintained its
 initially approved removal rates, the
 ongoing POTW monitoring and reporting
 of its removals could result in a change
 of its removal rates and the industries
 adjusted discharge limits every six
 months, thus creating a "moving target"
 that would make continuing compliance
 for industrial users difficult, if not
 impossible, to achieve. The overflow
 requirements also were objected to as
 impossible to-comply with. All these
 arguments were rejected by the U.S.
 Court of Appeals for the Third Circuit in
 upholding the 1981 removal credits
 provision.
  In response to the criticisms  of past
 removal credits rules, on September.28,
 1982, EPA proposed further
 modifications to the removal credits
 section to create a clearer, more flexible
 and workable provision. EPA today is
 promulgating in final form a revised
 removal credit regulation, incorporating
 some of the modifications proposed in
 September 1982.

 IL National Removal Rates

  The most controversial proposed
 change to the removal credits section
 was the provision for "national removal
 rates." This would have permitted a
 qualified POTW to rely on national
 removal rates developed by EPA. rather
 than on rates established through the
 collection of data by the POTW to
 demonstrate its actual removal
 performance. Some commenters
 responding to the September 28,1982,
 proposal supported the proposed
 national removal rates. Some of these
 commenters contended that the
 proposed national credits concept was
 too restrictive in its application because
 it only applied to certain eligible
 POTWs (i.e., those achieving secondary
 treatment levels and fulfilling certain
 other requirements). Other commenters
 argued that the proposed national rates
 were too low, and thus would not grant
 adequate relief to a POTW's industrial
 users. Another group of commenters
 argued that the proposed national
 removal credits approach was illegal.
 These commenters also argued that the
 national credits concept was unsound as
 a matter of policy because the proposed
 removal rates exceeded the actual
 removal capability at approximately
 50% of the eligible POTWs.
  Because of the controversy over the
national removal credits policy issue
 and the challenge to the legality of this
approach, EPA has reevaluated the
national removal credits concept. The
Agency has concluded, upon
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             Federal Register / Vol. 49. No. 151 / Friday.  August 3.  1984 / Rule»  and Regulations       31213
reconsideration, that Congress intended
that a removal credit be granted-for a
particular pollutant only to the extent
that a particular POTW can
demonstrate that it removes the
pollutant. The language of the statute,
buttressed by the legislative history.
indicates that removal credits are to be
based upon case-by-case removal
determinations, rather than upon a
nationally determined rate. Moreover.
EPA has concluded upon
reconsideration that, on balance, policy
considerations in implementing the
pratreatment program envisioned, by
Congress favor the case-by-case
determination of removal credits rather
than reliance apon national credits.
   Under section 307 (b) and (c) of the
CWA, EPA is required to promulgate
pretreatment standards for the
introduction of toxic pollutants into a
POTW. These standards must be
designed to prevent the discharge of any
pollutant which interferes with, passes
 through or otherwise is incompatible
 with a POTW.
   In 1977, Congress amended section
 307{b](l) of the CWA to specifically
 provide for removal credits. The
 relevant language of section 307(b)(l) is
 as follows:
   If. in Ihe case of any toxic pollutant * * *
 Introduced by a source into a (POTW], the
 treatment by such works removes all or any
 part of such toxic pollutant and the discharge
 from such works does not violate that
 effluent limitation or standard which would
 be applicable to such toxic pollutant if it
 were discharged by such source other than
 through a [POTW], and does not prevent
 sludge use or disposal by such works in
 accordance with section 405 of this Act then
 the pretreatment requirements for the sources
 actually discharging such toxic pollutanU
 into such (POTW], may be revised by the
 owner or operator of such works to reflect the
 removal of such toxic pollutant by such
 works.
 (Emphasis added). As the highlighted
 language indicates, Congress intended
 that a removal credit be granted only
 where some removal, whether by
 treatment or incidentally, by a particular
 POTW is actually achieved at the
 POTW.
    A clear indication of this statutory
 intent is found in the legislative history
 of the Clean Water Act In the House
 debate on the conference report
  accompanying the Act, Congressman
  Roberts stated that any credit to an
  industrial user of a POTW must "reflect
  the degree reduction of * * * [a]
  pollutant achieved by the treatment
  works." (A Legislative History of the
  Clean  Water Act of 1977 (hereinafter
  cited a§ Lsgis. Hist, vol. 3, p. 343)).
  Farthennore. hi th« Senate debate on
  the Conference report, Senator Muskie
stated that "EPA and the permitting
States may approve case-by-case
modifications of the national
pretreatment standards—or local
credits—for documented pollutant
removals attained by a [POTW]." (Ligis.
Hist., vol. 3, p. 461). In fact. Congress
rejected the idea of establishing a
national credit due to the variability
among POTWs1 abilities to remove a
particular pollutant. Aa stated in the
Senate report on the  1977 proposed
amendments to the Act:
  Another reason for minimizing the
consideration of removals in the development
of national pretreatment standards is that the
performance of treatment works on industrial
waste, except in those  few cases where the
system is specifically designed to treat a
certain type of industrial waste, is extremely
variable. Data that have been presented to
this committee indicate that secondary
treatment removal efficiency for metals
varies between 10 and 70 percent. Variability
of such magnitude makes the assumption of
specific levels of removal, when setting
national standards, almost impossible.
 (Legis. Hist., vol. 4. p. 691).
Finally, in the recent decision of the
 United States Court of Appeals for the
Third Circuit in the pretreatment
 litigation (NAMFet al. v. EPA. supra),
 the court stated that section 307 (b) (1)
 of the Act allows for a removal credit
 only in those instances in which a
 POTW is actually removing a pollutant.
 The court also cited and assigned
 significance to the legislative history
 discussed above in  support of its
 reading of the statute. Based on the
 statutory language,  legislative history,
 and recent court decision just discussed.
 EPA believes it lacks legal authority to
 establish national removal credits.
   Equally important EPA has carefully
 reconsidered national removal credits in
 light of the statutory policy underlying
 the general requirements to promulgate
 pretreatment standards to prevent
 interference, pass through and sludge
 problems. While EPA continues to
 recognize the administrative advantage
 inherent in the use  of national removal
 credits, the Agency believes that case-
 by-case determinations of actual POTW
 removals is the only reliable means to
  assure that credits  granted are
  consistent with actual POTW removals.
 This in turn will assure that removal
  credits will not result in a net reduction
  of treatment by the POTW and its
  regulated industrial users.
    Based upon all the above
  consideration, EPA has decided not to
  promulgate national removal credits.
  EPA has retained the basic regulatory
  approach embodied in previous removal
  credits provisions  that authorize
  POTWs to apply for removal credits
based upon case-by-case
demonstrations. However, as discussed
below, the Agency has modified the
regulation in some respects to make the
program more efficient and to j?rant as
much certainty as possible to POTWa
that are granted removal credit
authority and industrial users mat rely
upon removal credits.
III. Discussion of tha Final Removal
Credit Provision
   Today's final rute requires POTWa to
demonstrate consistent removal by
sampling their actual individual plant
 performance, as was required under the
 1978 and 19B1 regulations. However.
 POTWs may use historical sampling
 data or use sampling schemes other than
 the 12 month sampling scheme generally
 prescribed. Important changes to the
 regulation are the elimination of the
 complicated adjustment for combined
 sewer overflows and the  simplification
 of approval procedures, including the
 addition of a provision that allows  a
 POTW to apply for removal credit
 authority at any time, A detailed
 discussion of all the changes is provided
 below.
 Section 403.7(a)—Introduction
    This introductory paragraph remains
  almost the same as in the September 28.
  1982, proposal. For the reasons
  discussed above, however, the
  provisions pertaining to POTWs
  applying for the national removal rates
  have been omitted. In addition, the
  definition of "Sludge Requirements" in
  § 403.7(a)(lHii) now includes a reference
  to the Marine Protection, Research and
  Sanctuaries Act (MPRSA), which was
  inadvertently omitted in the proposal.
  Otherwise, the introduction is the  same
   as at proposal.
     Section 403.7(a) sets out the
   definitions and ground rules under
   which POTWs can obtain authorization
   to give removal credits.  Paragraph (a)(2)
   makes it clear that the POTW has
   complete discretion in deciding whether
   to award removal  credits. A POTW
   qualifying for removal credit authority
   may decline to give removal credits at
   all to a certain industrial category or to
   one or more industrial users in a
   category, or it may award a lower
   removal credit than it is authorized to
   give. In addition, paragraph (a)(2) now
   stipulates that once a POTW has been.
   authorized to grant removal credits and
   has extended those credits to the
   appropriate industrial users, it will be
   the industrial users that actually will
   calculate their revised discharge  limits.
   As  proposed, the POTW was obligated
   to perform this task for all its industrial
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Federal Register / Vol. 49.  Mo. 151  /  Friday.  August  3. 1984 / Rules and Regulations
  users receiving removal credits. Because
  calculating revised limits merely
  requires inserting the authorized
  removal credit and applicable
  categorical pretreatment standard into
  the mathematical formula specified at
  paragraph (a)(4) of the regulation, the
  Agency believes that it will be simpler
  and less administratively burdensome if
  each affected industrial user performs
  this function for itself rather than relying
  on its POTW to do so. This also applies
  if, at some future time, the removal
  credits a POTW is authorized to grant
  are modified.
   Paragraph (a)(3) outlines the five
  prerequisites for a POTW to obtain
  authorization to give removal credits.
                          The POTW must: (1) Apply for and
                          receive authorization to grant removal
                          credits: (2) demonstrate consistent
                          removal; (3) have an approved local
                          pretreatment program or qualify for the
                          exception to this requirement; (4) meet
                          all applicable sludge requirements; and
                          (5) continue to comply with all its
                          NPDES permit limits and conditions.
                          Paragraph (a)(4) identifies the basic
                          equation from which one calculates the
                          revised discharge limits. This equation
                          is the same as the one contained in the
                          1978 regulations and the 1981
                          amendments.
                            Paragraph (a)(3)(iv) also advises
                          POTWs that if granting removal credits
                          forces them to incur greater sludge
  management costs than they would
  incur in the absence of granting removal
  credits and the POTW is eligible for
  Federal construction grant funding
  under the Clean Water Act,  EPA will not
  pay for the additional sludge
  management costs. The final removal
  credits section, like the 1981
  amendments, also provides that the
  POTW must remain in compliance with
  local, state and Federal requirements
  applicable to the sludge management
  method employed by the POTW after
  granting removal credits. The following
  table, reprinted from the September 28,
  1982, proposal, summarizes the EPA
  regulations which potentially apply, at
  present, to sludge disposal.
                              MAJOR FEDERAL REGULATIONS RELATING To SEWAGE SLUDGE DISPOSAL
Sludg* dfeptMd
1. Untapmdn*
«. Food-cn«n «pu«c«lkjii 	
2. Lend dtapOMfc "'"* 	
«. Sana wxtM fmnhranfau^
b. Kazan**!* «MIIH 	 ,.
c. PCS-t dtar»«i 	 	 	 — 	
3, Incineration: '"" 	 -'
a. NOT ttltonary teurcM <* + tmttiorm 	
D. HazantaiM onttuMm.. ' " 	 	 	
r Harafrtrna i^ai** M ,
d. PCS'. *-f*~f
4. Oomn Oumfiing 	 	
Regulation
40 CFR Part 257 	 	 	
40 CFH Part 257. _
40CFHP*rt2S7 	 . . 	
40 CFH Part 781 „ 	
40 CFR Part 60 _ ....
40 CFR PirtSI
40 CFH Part* 260 « uq 	
40 CPU P«rt 2JQ « ttq 	
Date of promulgation;

9/79 RCRA/CWA.
9/79 RCRA/CWA.
5/80 RCHA.
5/79 TSCA.
10/75 CAA.
10/75 CAA.
5/80. 1/81 RCRA.
5/79 TSCA.
1/77 MPRSA.
      MPRSA-Mann. Protection, Rmvch. and Sonctuaria* Act.
   Only rarely will POTW sludge be
 considered a hazardous waste subject to
 the requirements of 40 CFR Part 260, et
 seq. or exhibit a sufficiently high
 concentration of PCBs to become
 subject to the requirements of 40 CFR
 Part 781. EPA anticipates, therefore, that
 POTWs applying for removal credits
 will usually by subject only to the
 landspreading and land application
 requirements of 40 CFR Part 257; the
 sludge incineration requirements of 40
 CFR Parts 60 and 81; or the ocean
 disposal requirements of 40 CFR Part
 220 etseq. (in addition to State-and local
 requirements).
  Also included in the final regulation.
 at 5 403.7(a)(3)(iv). is a provision
 designed to accommodate POTWs  that
 are not presently in compliance with
 sludge requirements applicable  to their
 chosen sludge disposal practice but will
be in compliance when the industrial
users install the technology needed to
comply with their categorical
pretreatment standard(s) (as adjusted
by the removal credit). The provision is
intended to benefit industrial users who
otherwise would be unable to get a
                         removal credit until after they had
                         already installed the technology
                         necessary to meet the full pretreatment
                         standard. A POTW that can
                         demonstrate that it will be compliance
                         with any applicable sludge requirements
                         when the industrial users meet the
                         applicable pretreatment standard (as
                         modified by the removal credit) will be
                         deemed to have satisfied the sludge
                         requirements provision.
                           Section 403.7(a)(3)(v) of the final rule
                         also requires, as a prerequisite to
                         removal credit authorization, that the
                         POTW remain in compliance with its
                         NPDES permit limits and conditions
                         after giving removal credits. As
                         proposed, a POTW was only required to
                         maintain compliance with any toxic
                         limits in its permit for which it is
                         granting a removal credit. Today's final
                         rule clarifies the Agency's intent that
                         removal credit authority not be granted
                         if a violation of the POTW's permit
                         limitations or conditions would result
                          For example, if a POTW's section
                         301(h) waiver application has been
                         approved, the POTW's NPDES permit
                         mci-y contain conditions to assure that
 the POTW maintains water quality that
 protects a balanced indigenous
 population of aquatic biota. If the
 Approval Authority determines that
 granting removal credits would cause
 such permit conditions to be violated.
 then the removal credit application must
 be denied.
   Section 403.7{a)(3)(v) can also be
 satisfied in a manner analogous to that
 provided in § 403.7(a)(3)(iv). That is, the
 POTW can demonstrate that it will be in
 compliance with its permit limitations
 and  conditions when industrial users
 comply with their categorical
 pretreatment standards, as modified by
 the removal credit.

Section 403.7(a)(3)(iii) and (d)—Local
Pretreatment Program Requirement and
Exception Thereto

  Paragraph (a)(3)(iii) of the final rule is
the same as proposed on September 28.
1982. and for the most part similar to its
counterpart in the 1981 general
pretreatment amendment. It provides
that a POTW must develop a local
pretreatment program as a prerequisite
to obtaining removal credit
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            Federal Register / Vol. 49. No.  151 / Friday, August 3. 1984 / Rules and  Regulations
                                                                    31215
authorization unless development of
such a program is not required by Part
403.
  Paragraph (d) provides that a POTW
can grant "conditional" removal credits
prior to approval of its local program if
the POTW submitted a complete
application for pretreatment program
approval, meeting all the requirements"
of § I 403.8 and 403.9 of the General
Pretreatment Regulations, in accordance
with the compliance schedule in its
NPDES permit or by July 1.1983, where
no permit deadline exists. All industrial
users who wish to receive conditional
removal credits must supply the POTW
with the baseline monitoring report
information required by § 403.12(b) (1)-
(7) (except for new or modified
Industrial users who must only submit
the information required by § 403.12(b)
(l)-(6)). Finally, the POTW must make a
demonstration of its consistent
removals, in accordance with the
requirements specified in § 403.7(b) of
the regulatipn. submit a complete
application and comply with all the
other conditions for receiving removal
credit authority as specified in the
regulation.
   Conditional removal credits are
available in only a limited number of
cases. Only a POTW that submitted a
complete program application in
accordance with the compliance
 schedule in its permit, or by July 1,1983,
 where no schedule deadline existed, and
 the Approval Authority has not yet
 formally acted upon that application.
 would the POTW be eligible for
 conditional removal credits authority. If
 a POTW failed to submit its program  in
 such a timely manner, iris not eligible
 for conditional credit authority. In
 addition, a POTW is ineligible for
 conditional removal credit authority if it
 ta on a new compliance schedule by
 virtue of an administrative order or
 some other enforcement mechanism.
 and a date beyond July 1.1983. has been
 established as the deadline for
 submission of a complete, approvable
 program. For a POTW that did submit
 its application on time and had been
 granted conditional credit authority,  but
 upon review its program submission  is
 determined non-approvable, such a
 POTW's conditional credit authority
 will be withdrawn.
 Section 403.7(b)—Demonstrated
 Consistent Removal
   The primary criticism of the removal
 credits provisions in the past was that
 the requirements for demonstrating a
 POTW's consistent removals were
 unworkable. National removal credits
 were proposed by EPA as one way to
 address this concern. Although national
credits cannot be promulgated for the
reasons discussed above, the Agency
anticipates that the demonstration
procedures finalized today will
adequately address some of the
concerns that would have been
addressed by the national removal
rates.
  Generally, a POTW will collect 12
influent and effluent samples at
approximately equal intervals
throughout one full year, analyze these
samples for the appropriate pollutants
and calculate its consistent removal. In
lieu of or as a supplement to this
sampling, a POTW may use a historical
data base or an alternative sampling
design to demonstrate its  consistent
removals. EPA recognizes, however, that
there might be problems with this
approach in some cases. Under some
circumstances, a pollutant known to be
contributed to a POTWa  system may
not be detectable in either the influent
or effluent sample, or both. There are
several possible explanations for this
result. In some cases, a pollutant will be
undetectable in the influent because the
industrial discharges to a POTW will be
diluted by all the other wastewaters
contributed to the POTW's  system. In
other cases a pollutant will be degraded
or will volatilize in the sewer  system. In
still other instances, installation of
pretreatment technology by industries
discharging to a POTW may have
reduced pollutant loadings  to such low
levels that pollutants cannot be
 detected.
   If a pollutant is measurable in some
 influent and effluent samples, or is
 measurable in some influent samples
 but not measurable in any effluent
 samples, 5 403.7(b](4) specifies that all
 of the samples are to be used to
 demonstrate a POTW's consistent
 removal. Influent and effluent
 observations below the level of
 detectability are to be set at a value
 equal to the detectability limit.
   If a POTW cannot measure a
 pollutant in some of its influent and/or
 effluent samples and it chooses not to
 utilize any sampling data, or  if it is
 unable to measure a pollutant in any of
 its influent samples. I 403.7(b)(4]
 specifies that a POTW may make some
 other alternative showing to
 demonstrate its removal capability. For
 example, a POTW may rely on
 treatability studies from POTW's with
 similar characteristics (e.g., comparable
 categorical industrial dischargers;
 comparable industrial/non-domestic
 and domestic wastewater flows;
 comparable POTW treatment systems).
 The Approval Authority must approve
of the POTW's alternative
demonstration.
  In addition to these provisions, two
other features finalized today make a
demonstration of actual consistent
removal easier and more flexible. First,
instead of taking the average of the
lowest 50 percent of measured removals
as was required under the 1981 amended
regulations, consistent removal is
calculated in the final rule as the
difference between the average influent
and effluent concentrations in all of the
sample data. This method, which does
not exclude sample observations,
provides a more accurate  and equitable
estimate of the actual removal generally
achieved than the method employed in
the 1981 regulation. Second, rather-than
prescribe rigorously the manner in
which the samples are to be collected,
the final rule describes these sampling
procedures in an appendix as guidance.
   Although the options discussed above
may reduce the problem of non-
detectability in a number of cases, EPA
recognizes that there may be occasional
instances in which a POTW will be
unable to satisfy any of the
demonstration requirements. This
potentially could create an inequity
between certain POTWs. A POTW with
a high concentration of pollutants in its
influent can measure and thus
demonstrate removals. A POTW with a
 low concentration of pollutants in its
 influent may be unable to detect
 incoming pollutants, even though some
 are known to  be discharged to its
 system. Unless such a POTW can make
 an alternative demonstration, as
 provided for in the removal credits
 regulation, it will be ineligible for
 removal credit authority. EPA
 acknowledges that if national removal
 rates were made available, some
 POTW's with low levels  of pollutants in
 their influent would be eligible for
 removal credit authority. However, in
 view of Congress' intention that a
 POTW's removal rates be case-specific
 based on demonstrated actual removals,
 as discussed in detail above, EPA
 believes that prohibiting a grant of
 removal credit authority is justified
  when a POTW is unable through any
  means to show any removal of a
  regulated pollutant.
  Section 403.7(c)—Provisional Removal
  Credits
    Ordinarily, removal credits will be
  sought for pollutants which are being
  discharged currently in measurable
  concentrations into a POTW.
  Occasionally, however,  a new or
  modified industrial facility will want a
  removal credit for a pollutant which is
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 not being discharged at measurable
 concentrations into the POTW from any
 facility. The POTW ia obviously
 incapable of demonstrating actual
 removal prior to the discharge of the
 pollutant into the POTW treatment
 system. Therefore, the  final rule
 provides at paragraph  (c) that consistent
 removal may be provisionally
 demonstrated, using data from
 treatability studies, provided that actual
 consistent removal is demonstrated in
 the conventional manner within 18
 months of the commencement of the
 discharge.
   Procedures for modifying or
 withdrawing provisional  removal credits
 were not included in the proposed
 removal credits provision. Today's final
 rule includes such procedures. The
 process is the same as  for withdrawal of
 conditional removal credits.

 Section 403.7feJ—POTW Application for
 Authorization To Give  Removal Credits
 and ApprovoJ Authority Review
   The provisions governing removal
 credits applications are the same as
 proposed on September 28,1982, and are
 considerably more streamlined than
 their counterparts in the 1981
 amendments. Basically all that has to be
 submitted in a list of the pollutants for
 which removal credits are sought; data
 demonstrating actual consistent
 removal; the proposed new limits; a
 certification that the POTW has an
 approved local pretreatment program or
 qualifies for the exception to this
 requirement; a description of the
 POTW's current method of managing its
 sludge: and a certification that granting
 removal credits will not cause the
 POTW to violate applicable sludge
 requirements and NPDES  permit limits
 and conditions. In contrast with the 1981
 amendments, which restricted the
 submission of applications to certain
 times, the revised section  provides that
 qualified POTWs can submit
 applications at any time. The Approval
 Authority is required to review the
 POTW's application in accordance with
 the procedures in j 403.11, which
 provide for completion of  review-within
 90 days from public notice of the
 application unless a public hearing is
 held or the public comment period
 extended, in which case the Approval
 Authority may have up to  another 90
 days.

Section 403.7(f)—Continuation or
 Withdrawal/Modification of
Authorization To Grant Removal
 Credits
  The final rule, like the September 28,
1982, proposal states that once a POTW
has received authorization, to give
                          removal credits for a pollutant regulated
                          in a categorical pretreatment standard.
                          the POTW may automatically extend
                          that removal credit to the same pollutant
                          when regulated in other categorical
                          standards unless granting the removal
                          credit will cause the POTW to violate
                          any applicable sludge requirements or
                          permit conditions. This provision makes
                          explicit what was never expressly
                          stated in the January 1981 amendments;
                          that is, once removal credit
                          authorization is received for a particular
                          pollutant, the POTW may, without
                          reapplication. give the same credit for
                          that pollutant when regulated in other
                          categorical standards. The POTW may,
                          of course, elect not to extend the
                          removal credit for a particular pollutant
                          to other categorical standards or
                          particular facilities in an industry
                          category.
                            Upon being granted removal credit
                          authority, the removal credits will be
                          included in the POTW's NPDES permit
                          Because the procedures to initially
                          authorize a POTW to grant removal
                          credits are essentially the same as those
                          to modify or revoke and reissue a
                          POTW's permit to incorporate the
                          removal credits (i.e., notice, comment
                          and opportunity for a public hearing),
                          the Approval.Authority should consider
                          commencement of the process to amend
                          the POTW's permit simultaneously with
                          the formal review of a complete
                          application for removal credit authority.
                          This would reduce the administrative
                          burden of acting separately on the
                          removal credits application and permit
                          change.
                           As a condition of continued
                          authorization to give removal credits,
                          the POTW must continue to comply with
                          all the requirements of paragraph
                          (a)(3)(iii)-{v). Compliance with these
                          requirements may be examined by the
                          Approval Authority at any time, but at
                          the very least, must be ascertained upon
                          reissuance of the NPDES permit. The
                          penalty for failure to comply with the
                          paragraph (a){3) requirements is
                          withdrawal or modification of the
                         removal credits. The regulation specifies
                          the procedures to be followed when
                         initiating an action to modify or
                         withdraw.
                           Today's final removal credits
                         regulation does differ considerably In
                         one aspect from that which was
                         proposed. Prior removal credits rules
                         were criticized as unworkable in  part
                         because of the potential uncertainty
                         they created. POTWs were required to
                         submit periodic compliance reports that
                         included sampling data to indicate
                         whether or not they were maintaining
                         their approved consistent removal rates.
 Failure to maintain that removal rate
 could potentially result in an .immediate
 adjustment of its approved removal
 rates to reflect the change. In turn, the
 industrial users applicable categorical
 pretreatment standards reflecting-the
 removal credit would also have to be
 readjusted to reflect the POTW's new
 removal rates.
   The final rule promulgated-today
 diminishes the uncertainty of changing
 removal credits and shifting industrial
 discharge limits. Once a POTW satisfies
 the demonstration requirements and
 does not violate the criteria specified in
 paragraph (aj(iii)-{v), the  removal
 credits will generally remain set for the
 term the POTW's NPDES permit. The
 removal credits could be modified or
 withdrawn during the permit term'-only
 in the case of consistently and
 substantially poor POTW performance.
 As a means of monitoring for
 occurrences of those circumstances in
 which a readjustment would be
 necessary, POTWs are required to
 submit compliance reports at least
 annually to the Approval Authority for
 its review that include sampling data to
 indicate their removal capability. A
 minimum of one sample per month
 during the reporting period is required
 and all the sampling data  must be
 included in the report. As the POTW's
 removal performance will be
 reevaluated when its permit expires,
 sampling data included in these
 compliance reports also can be  used to
 justify continuation of the removal
 credits or to calculate its new removal
 capability at the end of the permit term.
  A removal credit determination is
 based on the removal efficiency (i.e.,
 percent removal) of a pollutant at the
 POTW. Variability in removal efficiency
 is inherent in any treatment system,
 even those that are specifically  designed
 to remove particular pollutants. POTWs,
 however, are generally designed to
 remove suspended solids and
 biodegradable organic materials, not
 heavy metals, cyanide or non-
 biodegradable toxic organics. The
 removals of toxic pollutants are for the
 most part incidental to the secondary
 treatment employed by POTWs.
  In addition to the design of the POTW,
 there are a number of other factors that
 contribute towards the variability in
 removal efficiency. These include the
 state of the pollutant (whether soluble or
 insoluble); pollutant concentrations in
 the influent: dilution of the raw
wastewaten or the detection limit of a
particular pollutant. Because of the
combined effect of these factors and
site-specific conditions at a POTW, it is
impossible to determine the expected
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             Federal Register /  Vol. 49. No. 151 / Friday. August 3. 1984  /  Rules and Regulations       31217
varibility on a pollutant-by-pollutant
basis across all POTWs.
  Tha Agency recognizes that some
variability-will exist and that nothing
can be done to totally eliminate it.
Recognizing this variability factor, the
Agency strongly believes that a fair
balanct must be struck between
ensuring continued consistent removal
of a pollutant which formed the basis for
the removal credit and the need of
POTWs and their industrial users to
have a degree of certainty in the
removal credit and the adjusted
categorical pretreatment standards
reflecting the credit. To obtain this
balance, the Agency has established a
criterion for making a finding that a
POTW is no longer achieving proper
removals of a given pollutant
   Before the Approval Authority begins
a proceeding to modify or withdraw the
removal credits prior to permit
expiration, it must make a finding that
"the POTWs consistent removal rate is
consistently and substantially lower
than the removal credit specified in the
POTWs NPDES permit." This criterion
(a established so  that a POTW does not
lose its removal credit authority during
the permit term because of minor
problems at the POTW or situations
outside of the POTWs control that
 temporarily reduce its originally
 demonstrated removal efficiency.
 However, if it is determined that the
 POTWs consistent removal rate is
 consistently and  substantially lower
 than the removal credit, this indicates
 serious problems at the POTW and
 justifies invocation of the modification
 or withdrawal provisions of the
 regulation. This regulatory approach.
 assuming that initially established
 removal credits will be effective for the
 life of the POTW's NPDES permit absent
 substantially worsened POTW
 performance or a violation of the
 conditions specified in paragraph (a)(3)
 of the rule, should provide the desired
 balance of consistent removals and
  POTW/industry certainty.
   The "consistently and substantially
  lower" criterion  was purposefully-
  adopted to allow all the relevant facts of
  any particular situation to be considered
  in deciding whether removal credits
  should be modified. A more specific
  criterion (e.g., designating a particular
  percent reduction in a POTWs removal
  rates as substantial) would be
  technically inappropriate, since the
  degree of unavoidable variability in  a
  POTWs removal rate is likely to vary
  from plant to plant. It is thus more
  appropriate that the Approval Authority
  make a decision, on a case-specific
  basis, whether a POTW's removals have
substantially worsened on a consistent
basis. If the Approval Authority initiates
the procedures to modify or withdraw
the credit based upon such a decision.
the affected POTW and its Industrial
users would have an opportunity at that
time to challenge the decision and
demonstrate that the POTW's removals
have not consistently and substantially
worsened.
  While the averaging of 12 monthly
samples will tend to stabilize the
POTWs removal rate, it should be
noted that some variations in the yearly
rates must be expected. Key to the
impact of this yearly variation on both
POTW's and industry is the magnitude
of the credit a POTW is considering to
grant. The following table shows the
effluent limits that an electroplater
would have to meet depending on the
removal credit granted to the POTW.
    R«nov* cr«cK (p«rc»nD
 0	
 20......_.
Cadmium
 (mg/l)
   1.2
   1.5
   1.71
   2.0
   2.4
   3.0
   4.0
   8.0
   12.0
                               Zine(mg/
 4.2
 5.25
 6.0
 7.0
 8.4
10.5
t4.fl-
21.0
42.0
   The granting of a removal credit
 anywhere hi the range of 40 and 60
 percent results in a range of industrial
 effluent limits which can probably be
 met by the same  industrial treatment
 technology—2.0 to 3.0 mg/l for cadmium
 and 7.0 to 10.5 mg/l for zinc. The impact
 of a reduced removal credit on an
 industrial user would be small since the
 same technology would have been
 employed. However, this is not the case
 for those POTWs that intend to grant
 credits in the 80-to-90 percent range.
 Removal credits  from 80 to 90 percent
 would allow industrial users to install
 little or no technology to meet the limits.
 The failure of the POTW to demonstrate
 these high removals will have major
 impacts on the industrial users which
 may be required to install additional
 technology if the removal credit is
 reduced. POTW operators should be
 aware that the demonstration of high
 removals (75-90 percent) is difficult and
 should be thoroughly evaluated to
 provide their industrial users long-term
  and stable effluent limits.
    Another difference between today's
  final rule and the September 28,1982,
  proposal are the procedures for
  modifying or withdrawing removal
  credits when circumstances arise that
  warrant a change. As proposed, if a
  POTW failed to maintain its consistent
  removal rate or violated some other
eligibility criteria (e.g., violated sludge
requirements or its permit limits), the
POTW had to notify the Approval
Authority, return to compliance within
six months and satisfy the Approval
Authority that the problem would not be
likely to recur. If, at the end of this six-
month period, the POTW did not return
to compliance or satisfy the Approval
Authority that the problem is non-
recurring in nature, the Approval
Authority would have had to revoke or
modify the removal credits. The
Approval Authority could, however,
have extended the  time for compliance
for up to one year if the POTW
demonstrated good faith efforts to return
to compliance. Where the removal rates
were modified or withdrawn, industries
would have had to comply with the
modified discharge limits or original
categorical standard, whichever was the
case, within 18 months.
   After reevaluating this proposed
change, taking into account public
comments received, EPA has decided
 not  to finalize the procedures as
 proposed. Instead, the modification/
 withdrawal procedures in today's final
 rule are more similar to those specified
 in the 1981 removal credits  provision.
 The significant difference is that the
 procedures promulgated today provide
 for  notice and comment before the
 removal credits are modified or a
 POTW's authority to grant  removal
 credits is withdrawn. The Agency
 believes the process adopted by the
 final rule better serves the requirements
 of adequate due process.
   Under the final rule, the Approval
 Authority is required to make a
 preliminary determination that a POTW
 is in violation of any of the eligibility
 criteria specified in  paragraph (a)(3)(iii)-
 (v), or that its ongoing removals are'
  substantially and consistently lower
  than the removal credits. The Approval
  Authority shall then, in accordance with
  the procedures found in § 403.11(b) (1)
  and (2) of the General Pretreatment
  Regulations, issue a public notice of its
  intent to modify or withdraw, and
  provide for public comment and an
  opportunity for a  public hearing on the
  matter. It is during this time that a
  POTW, its industrial users or any
  interested party can present a case
  against modification or withdrawal. At
  the close of the public comment period
  and after a public hearing (if one is
  held), the Approval Authority will make
  its final decision  based on all available
  information, including that received in
  comments and at the hearing. If the
  removal credits are to be modified or
  removal credit authority withdrawn, the
  POTW arid its industrial users must be
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             Federal RegJatat / Vol. 49,  No. 151 / Friday, August 3, 1984 / Rules and  Regulation
 notified and apprised in writing of the
 reasons for the modification or
 withdrawal Where the removal credits
 are modified, the affected industrial.
 users will be required to comply witk
 the readjusted discharge limits, or. in the
 case of withdrawal of removal credit
 authority, with the original limit*
 prescribed by the applicable categorical
 pretreatment standards. Compliance
 with these limita must be achieved
 within a reasonable time following
 modification or withdrawal The amount
 of time allowed for compliance from the
 date that the removal credit ia modified
 or withdrawn must be no greater than
 the amount of time allowed for
 compliance in the applicable categorical
 standard. For example, if a pretreatment
 standard provided for a compliance
 period of theea year* from me date of
 promulgation, an industrial user affected
 by the modification or withdrawal of a
 removal credit could be granted a
 maximum compliance period of three
 years from the date of modification or
 withdrawal. Of course, the Approval
 Authority could establish a shorter
 period for compliance after considering
 the necessary adjustment to existing
 treatment technology or the amount o£
 additional treatment that must be
 installed,

 IV. Summary of Public PsDGtidpotioa
   Numerous governmental agencies,
 individuals, industries, and trade
 associations provided comments on the
 proposed removal credit role published
 in the Federal Register on September 28,
 1982. The following parties provided
 comments: Detroit Water and Sewerage
 District; Caterpillar Tractor Company;
 Ahr Products and Chemicals, Inc.; South
 Carolina Department of Health and
 Environmental Control: Howard M.
 Cohere Village of Sanget, IL; League of
 Women Voters of Maryland, Inc.; Barge,
 Waggoner/Summer and Cannon;
 Midland-Rose Corp.; Great Lakes
 Tomorrow,  M/M Gordon V. Bond:
 General Motors Corp.; American Iron
 and Steel Institute Natural Resources
 Defense Council; National Association
 of Metal Finisher* American Paper
 Institute/National Forest Product*
 Association; Steven H. Bigelow; Conoco,
 Inc.; The Standard O9 Company (Ohio);
 Bausch and Lomlr, Anne W. Amacher,
 Ph.D.; Chemical Manufacturers
 Association; Texaco, Inc.; League of
 Women Voters of South Carolina; The
 League of Women Voters of Kentucky;
 Monsanto Company; Babcock and
 Wilcox; Metropolitan Denver Sewage
Disposal District No, U Standard Oil
Company (Indiana); League of Women
Voters of Marian County, GA; County
Sanitation District* of Los Angeles
 County; League of Women Voters of
 Findlay, OH; and the Chicago
 Association of Commerce and Industry.
   Comment- The majority of comments
 received addressed various aspects of
 the national removal credits concept
 including the legalityof national
 removal credits, tha method of
 calculating the national removal rates,
 national credits for non-toxic pollutants
 and the procedures a PCTW must
 follow to obtain and maintain removal
 credit authority when utilizing national
 credits.
   Response: The comments regarding
 the legal basis of national removal
 credits have been addressed in the
 comprehensive discussion regarding this
 issue in ore preamble. Since national
 credits have not been retained in the-
 rmal rule, comments regarding certain
 technical aspects (e.g., selection of 25th
 percentila, the broad definition of
 POTW "compliance" with secondary-
 treatment, the impact of negative
 removal rates in rjalmlaHng the national
 removal rates) have become irrelevant
 Similarly, those comments addressing,
 the procedures and precondition* for
 utilizing national credits have also
 become irrelevant
   Comment: One commenter suggested
 that the removal credit regulation
 provide POTWs the option of
 substituting their local standard*
 applicable to indirect dischargees for the
 national categorical pretreatment
 standard* when these local standards-
 are based on. local receiving water
 quality or sludge disposal criteria.
  Response: The removal credit concept
 established in section 307(b) of the
 Clean Water Act, provides for a credit
 against a national categorical
 pretreatment standard equal to or less
 than the demonstrated removal by a
 POTW for a specific pollutant. If a
 POTW can demonstrate that its actual
 removal rate would allow an adjustment
 to the categorical pretreatment standard
 that results in a standard less stringent
 than the POTW's current local standard
 for a particular pollutant then die
 POTW may impose its local standard. If,
 however, the adjusted categorical
 standard remain* more stringent than
 the local standard, then the adjusted
 categorical pretreatment standard must
 be applied.
  Comment: One commenter objected to
 the procedure whereby a POTW self-
 certifies that it complies with applicable
 sludge requirements, limits and
 conditions in the POTW's NPDES
permit and that it has an approved
pretreatment program. The objection
 concerned the amount of discretion
given the POTW to determine
 independently the complex factual
 matters on which initial and continuing
 qualification for removal credit depends.
   Response: The final regulation
 provides that a POTW must certify that
 it has an approved pretreatment -
 program and that by granting removal
 credits it will not violate any permit
 limits or conditions, pr applicable
 Federal. State and local sludge
 requirements. The Agency retains the
 authority to review the certifications
 and independently verify their accuracy.
 Information regarding the status of the
 local pretreatment program and
 compliance with NPDES permits is
 readily available. M many instances, the
 Agency staff making me initial review of
 the removal credit authority application
 are also responsible for tracking me
 POTW's performance in the other two
 areas. Similarly, compliance with  sludge
 requirements can be easily corroborated
 either by communicating within the
 Agency or by contacting the appropriate
 State or local agency. Additionally, the
 applicant most describe its sludge
 management plan. In those instances
 where the information is not sufficient to
 determine whether the POTW will
 continue to be in compliance with
 sludge requirements, the Agency may
 request more information.
   Comment: Many comments
 questioned the Agency's basis for
 imposing additional conditions for
 obtaining removal credit authority that
 are not specifically provided in section
 307(b) of the CWA. Specifically, the
 comments concerned the requirement-
 that: (a) A POTW have an approved
 pretreatment program; (b) comply  with
 all applicable Federal, State and local
 sludge management and disposal
 requirements; and (c) be in compliance
 with its NPDES permit discharge limits
 for the toxic pollutants) for which
 removal credits are sought. The
 comments suggested mat the Agency
 could only impose those criteria
 explicitly mentioned in section 307(b)
 (i.e., that a POTW remove all or any part
 of the toxic pollutant, that the discharge
 from the POTW does not violate the
 effluent limitation or standard which
 would be applicable if the pollutant
 were discharged by the source other
 than through the POTW and that the
POTW's sludge use or management be
in compliance with the requirements
established under section 405 of the
Clean Water Act).
  Response: The Agency believes that
the imposition of these preconditions to
removal credit authority is not only a
logical exercise of its discretion, but is
directed by the statute  and
congressional intent. This response will
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            •petJeral Register  /  Vol. 49. No. 151  /  Friday. August 3.  1984 / Rules  and Regulations       31219
address each of Ore three conditions
separately since each condition is based
on different premises.
  The "compliance with toxic limits"
requirement in section 403.7{a](3)(v) of
the removal  credit rule was first
Imposed as a regulatory requirement as
proposed in  September 1982. This
provision has been changed in the final
rule, for the reasons previously
discussed, to require the POTW to
maintain compliance with all limits and
conditions in its NPDES permit after
granting removal credits. This
requirement is consistent with the broad
purposes of  section 307(b) that
discharges from industrial users of
POTWs not interfere with a POTWs
ability to comply with its NPDES permit
  The second requirement is that a
POTW have an approved pretreataent
program. The Agency believes that the
imposition of this requirement is a
proper exercise of the Agency's
authority to ensure that a POTW
minimizes the potential of pass through
of pollutants-or interference with the
POTW and  was contemplated by
Congress when it amended the Federal
Water Pollution Control Act in 1977 (the
Clean Water Act). The statutory
language and the legislative history.
when read together, provide the
requisite authority to require a
prelreahnent program as a precondition
 to a POTWs authority to grant removal
 credits.
   The 1977  amendments added two new
 provisions relating to pretreatment. One
 provision, section 402(b)(8), imposes on
 POTWs that receive discharges from
 industries subject to categorical
 pretreatment standards a requirement to
 develop a local pretreatment program.
 The second provision, in section
 307(b)(l). allows POTWs to adjust
 categorical standards to reflect the
 POTW's ability to remove any or all of
 the regulated pollutant These two
 provisions  are given meaning when read
 in light of the legislative history which
 clearly shows that Congress intended
 that removal-credits be integrally tied to
 an approval pretreatment program.
   The Senate, when debating the
 conference report, addressed this
 connection between removal credits
 (discussed as "local credits") and local
 pretreatment programs:
   Whet* * local compliance program i»
 approved. EPA and the permitting States may
 approve ca*e*by-caM modifications of the
 national pcetreatment standards—or local
 credits—for documented pollutant removals
 attained by a publicly owned treatment
  work*. To receive a local credit there must be
  a demonstration that the pollutant is
  degraded or treated: credit! will not be given
  for dilution* * *. Tying locahaedita to local
compliance programi not only provides an
incentive for local participation, but more
importantly, it provides assurance that the
removal levels which justified the local
credit* will be maintained by a publicly
owned treatment works committed to
operating a sound pretreatment program.
(Legis. Hist., Vol. 3. p. 461-482).
  The House similarly discussed the
relationship  between the two provisions
in its debate of the conference report:
  Under the amendment to section 3O7(b) the
Administrator would establish national
pretreatment itandards for toxic pollutants
based on the best available technology
economically  achievable, or any more
stringent effluent standards under section
307(A). Then in applying these pretreatment
standards through its pretreatment programs,
the owner or operator of a municipal
treatment works could modify the
requirements  applicable to individual classes
of sources introducing that pollutant into the
treatment works to reflect the degree of
reduction of that pollutant achieved by the
treatment works (emphasis added). (Legis,
Hist., Vol. 3, p. 342-343.)
  It is apparent that the Agency has
effectuated Congressional intent by
imposing this precondition for removal
credit authority. Moreover, the Agency
believes that it has adequate authority
to impose such a requirement to
accomplish the goal of avoiding the
potential for pass through or
 interference under its broad rulemaking
 authority to section 501 of the CWA.
   The Agency's position was judicially
 sanctioned in a recent decision by the
 U.S. Court of Appeals for the Third
 Circuit in National Association of Metal
 Finishers (NAMF) et al. v. EPA. 719 F.
 2d 824 (3d Cir. 1983). Petitioners in that
 case specifically challenged the local
 pretreatment program requirement
 claiming that the Agency acted without
 authority in imposing this precondition
 to granting  nemoval credits. The court
 disagreed with petitioners and adopted
 the reasoning *ert out above as the basis
 of the agency's authority.
   The  third requirement that the POTW
 maintain compliance with all applicable
 Federal. State, and local sludge  disposal
 requirements after granting removal
 credits, was also challenged by
 commenters as being contrary to the
 statute. The Agency maintains the
 position it presented in the regulations
 promulgated on January 28,1981. which
 included the current provision regarding
 compliance with sludge disposal
 requirements. Essentially, the Agency
  continues to believe that it is acting
  within its authority granted by sections
  307(b) and 405 of the CWA in
  conditioning removal credit allowances
  on continued compliance with
  applicable requirements established
  under the Solid Waste Disposal Act
(including Title n of this Act more
commonly referred to as the Resource
Conservation and Recovery Act
(RCRA)). the Clean Air Act the Toxic
Substances Control Act (TSCA), the
Marine Protection. Research and
Sanctuaries Act (MPRSA), and State
regulations developed under Subtitle D
of RCRA. (For a more detailed
discussion of this issue, see 48 Fed. Reg.
at 9428.) In addition, it should be noted
that these sludge requirements were
contained in the 1981 General
Pretreatment Regulations upheld by the
Third Circuit in NAMF et al. v. EPA,
supra.
  Comment: Several comments were
received which supported  the exclusion
of the combined sewer overflow (CSO)
compensation factor when calculating
the revised categorical standard.
Several comments were received which
 argued that the CSO factor should have
been retained.
   Response: EPA has analyzed the
 relationship of CSOs and removal
 credits in two different ways. The first
 approach examined the amount of time
 CSO events occur. In 1978.15 POTWs
 were surveyed to determine the
 frequency of rainfall-triggered
 overflows. The Agency determined that
 the average POTW will incur combined
 sewer overflow only 7.3 percent of the
 time. Even assuming that  no treatment
 occurs during an overflow situation, the
 measurable effect on the revised
 categorical standard is not significant
 Therefore, compensation  for CSOs on
 the basis of time is not necessary. (For a
 detailed example of the effect CSO» can
 have on the revised standard based on
 the time CSO events occur, see the
 proposed removal credits rule in the
 September 28,1982 Federal Register (47
 FR at 42701)).
   The second approach examined the
  amount of pollutants that escaped
  treatment during CSO events. This
  involved the toxic pollutants discharged
  by industry-which are not treated at the
  POTW during CSO events and which
  settle  in the sewer system during normal
  dry conditions, and are resuspended
  during CSO events. Recent EPA data
  indicate that approximately 30 percent
  of the toxic metals in a combined sewer
  flow (i.e.. during wet weather conditions
  sufficient to produce an overflow event)
  are due to the problem of resuspension.
  The concern relative to removal credits
  is that toxics  reauspended under wet
  weather conditions are carried out the
  overflow point. As a result, a portion of
  the toxic pollutants contributed by
  industrial users never reach the POTW
  and is therefore not removed.
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Federal Register / Vol. 49, No. 151  /  Friday,  August 3, 1984 / Rules and  Regulations
    EPA analyzed the data collected on
  heavy metals to determine the amount
  of pollutants resuspended. The amount
  of resuspension was then included in a
  mass balance to determine the amount
  of untreated heavy metals discharged
 during a CSO event This analysis
 indicated that on average, eight percent
 of the metals bypassed the POTW and
 were thus not treated. After applying
 this eight percent bypass factor to
 several sample removal rates, the
 Agency concluded that its effect on the
 adjusted industrial discharge limit
 would be minimal. Thus, neither the
 frequency of CSO events nor-the amount
 of toxics discharged during such events
 warrant a regulatory provision requiring
 CSOs to be factored into the formula for
 determining a removal credit
   Comment: Two comments suggested
 that POTWs must have an affirmative
 obligation to seek removal credit
 authority. Giving POTWs the discretion
 to seek or not seek removal credits
 could frustrate the  intent of the
 provision and may result in unnecessary
 treatment
  Response: The statute provides that a
 POTW "may" seek removal credit
 authority. EPA is not empowered  to
 require a POTW to seek removal credit
 authority.
  Comment: Several commenters  raised
 the issue of a POTWs "compliance"
 with a stated removal rate and the
 grounds for withdrawal or modification
 of removal credits. This comment
 involves two concerns. The first is the
 POTWs concern for some degree of
 latitude before a POTW is considered to
 be out of compliance with its
 demonstrated removal rate. The second
 is the concern of industrial users who,
 having obtained removal credits and
 designed treatment facilities to meet a
 stated standard, desire to have some
 reasonable period without any change
 to their discharge standards, industrial
 users are essentially seeking some
 degree of certainty  in their limits for
 planning purposes.
  Response: As discussed above in
 detail, the Agency strongly believes that
 a fair balance must be struck between
 ensuring continued consistent removal
 of a pollutant which formed the basis for
 the removal credit and the need of
 industrial users to have, some guarantee
 of certainty, for a reasonable period of
 time, as to their discharge, limits. To
 obtain this balance, the Agency has
 developed a criterion to determine when
 the POTW is no longer achieving
consistent removal  for a given pollutant
  Comment: Many commenters
questioned the Agency's procedure for
handling influent and effluent samples
when the pollutant is not detectable.
                          Most commenters suggested that for
                          effluent samples the appropriate
                          procedure is to assign the samples a
                          concentration value of zero and not to
                          assume that the concentration is at the
                          level of detectability for that pollutant.
                          Otherwise, they argued, the procedure
                          may fail to reflect the full extent of the
                          actual removal efficiency.
                           Response: The Agency believes that,
                          in general, the use of the detection limit
                          as an estimate of immeasurable
                          concentrations in an effluent, where the
                          influent was detectable, will provide a
                          better approximation of actual removals
                          than will the use of a zero value. Using
                          zero as a measure of the effluent
                          concentration necessarily results in a
                          conclusion that the pollutant is
                          experiencing a 100% removal by the
                         POTW. Such a result is theoretically
                         unlikely and inconsistent with the
                         Agency's POTW removal data collected
                         from 50 well-operated secondary
                         treatment plants. The use of the
                         detection limit is likely to produce a
                         somewhat conservative estimate of
                         removals. However, in most cases, the
                         calculated removal should not be much
                         lower than the actual removal and
                         generally should be more accurate (and
                         more environmentally protective) than
                         that calculated by assuming a zero
                         discharge effluent. In any event in cases
                         of non-detectability, the POTW has the
                         option of making an alternative
                         demonstration to qualify for removal
                         credit authority.
                           Comment: One commenter questioned
                         the proposed procedure for addressing
                         violations by the POTW of its removal
                         rate and the sanctions available. The
                         commenter argued that the procedure
                         may allow the violation to persist too
                         long and represent an unnecessary
                         sndangerment to the environment
                         because of interference, pass through
                         and sludge contamination.
                           Response: The Agency agrees that the
                         proposed procedure which could allow
                         up to 12 months before withdrawal or
                         modification procedures are instituted
                         provided too much latitude to  a POTW
                         which is experiencing problems.
                         Consequently, the Agency is amending
                         this provision. As discussed above,
                         today's final rule recognizes that some
                         variability in a POTWs removal rates
                         can be expected. However, if a POTW's-
                         removal capability does consistently
                         and substantially worsen, indicating
                         that a serious problem exists and
                         requiring long-term corrective  measures
                         be taken, or it violates any other
                         precondition of its removal credit
                         authority, the Approval Authority will
                         initiate the process to withdraw a
                         POTW's authority to grant removal
                         credits or to modify those credits. Public
 notice of this action will be given, and a
 comment period and opportunity for a
 hearing provided for. The Agency
 believes that once grounds for '
 modification or withdrawal do arise, the
 procedures in the final rule allow for
 prompt action by the Approval
 Authority. In addition, these procedures
 more adequately satisfy due process
 requirements than past procedures.
   Comment: Some commenters objected
 to the 18 month time limit for industrial
 users to comply with the pretreatment
 standard once a removal credit has been
 modified or withdrawn. They argued
 that the time limit should be three years.
  Response: The Agency partially
 agrees with this argument. The Agency
 has revised this part of the regulation to
 provide that the time period for
 compliance be no longer than the time
 allowed in the pretreatment standard or
 such shorter time as determined  after
 considering the amount of additional
 treatment that must be installed. This
 time period is the same as was allowed
 under the 1981 revised removal credit
 regulation.
  Comment: Some commenters
 questioned the adequacy of the
 compliance reporting requirements.
 They believed that one annual report
 will not be sufficient to detect quickly
 any drops in removal efficiencies.
  Response: The Agency disagrees with
 this contention. A POTW's initially
 demonstrated removal rates were based
 on 12 representative samples taken over
 the course of one full year. Requiring
 one compliance report per year that
 includes a similar sampling requirement
 (i.e., 12 representative samples taken at
 equal intervals over that year) provides
 an accurate means of comparing  a
 POTW's ongoing performance with its
 originally approved demonstrated
 removal efficiency. These reports will be
 reviewed by the Approval Authority.
 Furthermore, while the new regulations
 will minimally only require one annual
 report, there are several other sources of
 information which can augment the
 removal rate compliance reporting. In
 addition to this report, a POTW will be
 providing other reports as part of their
 NPDES permit and pretreatment
 program. POTWs will also be subject to
 pretreatment program audits and
 inspections which can be used to
 investigate a POTW's compliance with
 its removal rates.
  Comment: Many commenters
 questioned the provision in the proposed
rule which provides that the removal
rates demonstrated by the POTW that
formed the basis for removal credits
become enforceable conditions of the
POTWs NPDES permit. The commenters
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             Federal Register  /  Vol. 49. No. 151 /  Friday.  August 3. 1984 / Rules and Regulations      31221
suggested that the provision would
discourage POTW's from applying for
removal credit authority.
  Response: Incorporating the removal
credits as an enforceable condition into
the POTW*« NPDES permit was clearly
intended by Congress when section
307(b) wai passed. The House debate on
the conference report contained the
following statement: "Any effluent
reduction attained  by the treatment
works and used to  justify a modification
of pretreatment requirements must be a
permit condition enforceable against the
owner or operator  of the treatment
works" (Legis. Hist., Vol. 3. p. 343).
  Thus, itjs clear that this requirement
was contemplated  by the Congress. The
argument that this  will act as an
impediment to POTWs seeking removal
credit authority does not militate against
the requirement It only assures that the
POTW will strive to maintain its
consistent removal rates. It should also
prove to be an incentive for industrial
users enjoying the  benefit of removal
credits to taJce greater interest in the
POTW's operation and pretreatment
program.
   Comment: One comment raised the
 issue of whether the proposed method
 for calculating the removal rate is
 appropriate. The commenter argued that
 the technique of averaging all the
 influent and effluent samples will mask
 variability and may result in a distortion
 of the removal efficiency.
   Response: As the Agency stated in the
 proposed rule, the technique of
 averaging the influent and effluent data
 will provide a more reliable estimate of
 the actual removal generally  achieved
 than the method used in the 1981
 regulations. No sample observations will
 be excluded from  the calculation.

 Miscellaneous
    In the September 28,1982 proposal,
 several sections of the General
 Pretreatment Regulations were proposed
 to be amended because they referenced
 the removal credits provision. Today's
 action finalizes those changes to
 conform to the new removal  credits
 section.
    In addition to these changes.
 I 403.8(e) also is being revised. Section
 403.8(e) specifies  specific circumstances
 for modifying or revoking and reissuing
 a POTW's permit. These grounds
 include, among olhers. incorporation of
 a compliance schedule for development
 of a POTW's pretreatment program,
  section 301(h) and section 301(i) permit
  conditions and an approved POTW
  pretrsatment program. By today's
  action. § 403.8(e) is revised to specify
  that incorporation of the removal credits
  gawrteel by a POTW is cause for
modifying or revoking and reissuing a
POTWs permit. Amending § 403.8(e) in
this way ij consistent with Congress1
intent, as discussed above, that the
removal credits be placed in the
POTW's permit and thus be an
enforceable permit condition. In
addition, past removal credit provisions
and the September 28.1982, removal
credit proposal required incorporation of
removal rates into the permit.

Executive Order 12291

  Under Executive Order 12291, EPA
must judge whether a regulation is
"major" and therefore subject to the
requirement of a Regulatory Impact
Analysis. This regulation simplifies
existing requirements and will have the
ultimate effect of reducing pollution
control costs. It is not a major regulation
because it does not meet the criteria set
forth in the Executive Order.

Regulatory Flexibility Act

   Under the Regulatory Flexibility Act, 5
U.S.C. 601 et seq., EPA is required to
prepare a Regulatory Flexibility
Analysis to assess the  impact of rules on
small entities. No regulatory flexibility
 analysis is required, however, where the
 head of the agency certifies that the rule
 will not have a significant-economic
 impact on a substantial number of
 entities. I hereby certify, pursuant to 5
 U.-S.C. S£05(b),  that today's final action
 will not have  a significant impact on a
 substantial number of small entities.

 List of Subjects in 40 CFR Part 403

   Confidential business information;
 Reporting and recordkeeping
 requirements; Waste treatment and
 disposal; Water pollution control.
   Dated: July 27.1984.
 WUHam D. Ruckelshaus,
 Administrator.

 PART 403—GENERAL
 PRETHEATMENT REGULATIONS FOR
 EXISTING AND NEW  SOURCES OF
 POLLUTION

    For the reasons set  out in the
 preamble. 40 CFR Part 403 is amended
 as follows:

    1. The authority citation for 40 CFR
 Part 403 is as follows:
    Authority:.Sec. 54(c)(2) of the  Clean Water
  Act of 1977 (Pub. L. 95-217), sections
  204(b](l)(C). 208(b)(2)(C)(iii), 301(b)(l,
  301(b)(2)(A)(ii). 301(b)(2)(C), 301(h)(5).
  30a(iKZ), 304(e), 304(g), 307, 308, 309. 4O2(b).
  405, and 501(a) of the Federal Water Pollution
  Control Act {Pub. L. 92-500). ai  amended by
  the Clean Water Act of  1977.

    2. 40 CFR 403.7 is revised to read as
  follows:
§ 403.7  Removal credit*.
  (a) Introduction—(1) Definitions. For
the purpose of this section:
  (i) "Removal" means a reduction in
the amount of a pollutant in the POTW's
effluent or alteration of the nature of a
pollutant during treatment at the POTW.
The reduction or alteration can be
obtained by physical, chemical or
biological means and may be the result
of specifically designed POTW
capabilities or may be incidental to the
operation of the treatment system.
 Removal as used in this subpart shall
 not mean dilution of a pollutant in  the
 POTW.
   (ii) "Sludge Requirements" shall mean
 the foll«wing statutory provisions  and
 regulations or permits issued thereunder
 (or more stringent State or local
 regulations): section 405 of the Clean
 Water Act; the Solid Waste Disposal
 Act (SWDA) {including Title II more
 commonly referred to as the Resource
 Conservation Recovery Act (RCRA) and
 State regulations contained in any State
 sludge management plan prepared
 pursuant to Subtitle D  of SWDA);  the
 Clean Air Act: the Toxic Substances
 Control Act; and the Marine Protection,
 Research and Sanctuaries Act.
   (2) General. Any POTW receiving
 wastes  from an Industrial User to which
 a categorical Pretreatment Standard(s)
 applies may, at its discretion and
 subject to the conditions of this section,
 grant removal credits  to reflect removal
 by the POTW of pollutants specified in
 the categorical Pretreatment
 Standard(s). The POTW may grant a
 removal credit equal to or, at its
 discretion, less than its consistent
 removal rate. Upon being granted a
 removal credit, each affected Industrial
 User shall calculate its revised
 discharge limits in accordance with
  subparagraph (4) of this paragraph.
  Removal credits may  only be given for
  indicator or surrogate pollutants
  regulated in a categorical Pretreatment
  Standard if the categorical Pretreatment
  Standard so specifies.
    (3) Conditions for authorization to
  give removal credits.  A POTW is
  authorized to give removal credits oniy
  if the following conditions are met:
    (il Application. The POTW applies
  for, and receives, authorization from the
  Approval Authority to give a removal
  credit in accordance  with the
  requirements and procedures specified
  in paragraph (e) of this section.
    (U) Consistent removal determination.
  The POTW demonstrates and continues
   to achieve consistent removal of the
   pollutant in accordance with paragraph
   (b) of this section.
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 31222       Federal Register / Vol. 49. No. 151  / Friday. August 3. 1984  /  Rules and Regulations
   (Hi) POTW local pretreatment
 program. The POTW has an approved
 pretreatment program in accordance
 with and to the extent required by-Part
 403; provided, however, a POTW which
 does not have an approved pretreatment
 program may, pending approval of such
 a program, conditionally give credits as
 provided in paragraph (d) of this section.
   (iv) Sludge requirements. The granting
 of removal credits will not cause the
 POTW to violate the local. State and
 Federal Sludge Requirements which
 apply to the sludge management method
 chosen by the POTW. Alternatively, the
 POTW can demonstrate to the Approval
 Authority that even though it is not
 presently in compliance with applicable
 Sludge Requirements, it will be in
 compliance when the Industrial User(s)
 to whom the removal credit would apply
 is required to meet its categorical
 Pretreatment Standard(s) as modified by
 the removal credit. If granting removal
 credits forces a POTW to incur greater
 sludge management costs than would be
 incurred in the absence of granting
 removal credits, the additional sludge
 management costs will not be eligible
 for EPA grant assistance.
   (v) NPDES permit limitations. The
 granting of removal credits will not
 cause a violation of the POTW's permit
 limitations or conditions. Alternatively,
 the POTW can demonstrate to the
 Approval Authority that even though it
 is not presently in compliance with
 applicable limitations and conditions in
 its NPDES permit, it will be in
 compliance when the Industrial User(s)
 to whom the removal credit would apply
 is required to meet its categorical
 Pretreatment Standard(s], as modified
 by the removal credit provision..
   (4) Calculation of revised discharge
 limits. Revised discharge limits for a
 specific pollutant shall be derived by
 use of the following formula:
                y=
                   l-r
where:
x=pollutant discharge limit specified in the
    applicable categorical Pretreatment
    Standard
r=removal credit for that pollutant as
    established under paragraph (b) of this
    section (percentage removal expressed
    as a proportion, i.e., a number between 0
    and 1)
y=revised discharge limit for the specified
    pollutant (expressed in same units as x)

  (b) Establishment of Removal Credit;
Demonstration of Consistent Removal.
A POTW may be authorized to grant a
removal credit that does not exceed its
consistent removal rate. In order to
 demonstrate consistent removal, the
 POTW shall, for each pollutant with
 respect to which removal credit
 authorization is sought, collect influent
 and effluent data and calculate
 consistent removal in accordance with
 the following requirements. As a
 condition of retaining removal credit
 authorization, the POTW's consistent
 removal must continue to be equal to or
 greater than the removal credit.
   (1) Number of samples. At least
 twelve representative samples of
 influent and effluent shall be taken at
 approximately equal intervals
 throughout one full year. Upon
 concurrence of the Approval Authority,
 a POTW may utilize an historical data
 base either in lieu of or as a supplement
 to these twelve samples. In order to be
 approved, the historical data base must
 be representative of the yearly and
 seasonal conditions to which the POTW
 is subject and be representative of the
 POTW's performance for at least one
 year. As an alternative to the above, a
 POTW, upon concurrence of the
 Approval Authority, may utilize an
 alternative sampling design, as long as
 the alternative design provides for
 samples to be taken at times which are
 representative of the POTW's normal
 operating conditions and the different
 seasonal conditions to which the POTW
 is subject.
  (2) Method of Sampling. The POTW
 must use the composite sampling
 method unless the grab sampling
 method is more appropriate. A
 description of these methods and
 suggestions on when each method
 should be used are included in
 Appendix E as guidance.
  (3) Method of Analysis for Pollutants.
 The POTW shall analyze the samples
 for pollutants in  accordance with the
 analytical techniques prescribed in 40
 CFR Part 136. If 40 CFR Part 136 does
 not contain analytical techniques for the
 pollutant in question, or if the Approval
 Authority determines that Part 136
 analytical techniques are inappropriate,
 the analysis shall be performed using
 validated analytical methods or any
 other applicable analytical procedures
 approved by the Approval Authority,
 including procedures suggested by the
 POTW.
  (4) Calculation of Consistent
 Removal, (i) The consistent removal.
 denoted by r, for a specific pollutant
 shall be the difference between the
 average concentrations of the pollutant
 in the influent of the POTW, denoted by
I, and the average concentrations of the
pollutant in the effluent of the POTW,
denoted by E. divided by the average
concentrations of the pollutant in the
influent, denoted by I, as follows:,
                    I-E
 The average concentrations of the
 pollutant in the influent and effluent
 shall be calculated by taking the
 arithmetic average of all influent and
 effluent data, respectively. In calculating
 consistent removal under the
 subparagraph, all sample data must be
 used.
   (ii) If a pollutant is only measurable in
 some of the influent and effluent
 samples (including the situation where it
 is not measurable in any effluent
 samples) and the POTW elects to
 calculate consistent removal in
 accordance with paragraph (b)(4)(i),
 influent and effluent observations' below
 the limit of detectability should be
 assigned a value equal to the limit of
 detectability. In calculating consistent
 removal under paragraph (b)(4)(i), all
 sample data, including those set at the
 limit of detectability, must be used.
   (iii) If a pollutant is only measurable
 in some influent and effluent samples
 (including the situation where it is not
 measurable .in any effluent samples) and
 the POTW elects not to  calculate
 consistent removal in accordance with
 paragraph (b)(4)(i), or if  a pollutant is
 not measurable in any of the influent
 samples (in which case the sample data
 may not be used to calculate consistent
 removal in accordance with paragraph
 (b)(4)(i)), the POTW may (A) use
 historical data as provided in paragraph
 (b)(l) of this section to calculate
 consistent removal, or (B) upon the
 concurrence of the Approval Authority,
 the POTW may use data from
 treatability studies, demonstrated
 removal at similar treatment facilities or
 provide some other alternative means to
 demonstrate its consistent removal.
  (iv) For purposes of this paragraph,
 "measurable" refers to the ability of the
 analytical method to quantify as well as
 identify the presence of'the pollutant in
 question. "Limit of detectability" refers
 to the lowest limit at which the
 analytical method can quantify the
 pollutant in question.
  (c) Provisional credits. For pollutants
 which are not being discharged
 currently (i.e., new or modified facilities,
 or production changes) the POTW may
 apply for authorization to give removal
 credits prior to the initial discharge of
 the pollutant. Consistent removal shall
 be based provisionally on data from
 treatability studies or demonstrated
 removal at other treatment facilities
where the quality and quantity of
influent are similar. Within 18 months
after the commencement of discharge of
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            Federal Register /  Vol.  49. No. 151 / Friday.  August  3. 1984 / Rules and Regulations       31223
pollutants in question, consistent
removal must be demonstrated pursuant
to the requirements of paragraph (b). If.
within 18 months after the
commencement of the discharge of the
pollutant in question, the POTW cannot
demonstrate consistent removal
pursuant to the requirements of
paragraph (b) of this section, the
authority to grant provisional removal
credits shall be terminated by the
Approval Authority and all Industrial
Users to whom the revised discharge
limits had been applied shall achieve
compliance with the applicable
categorical Pretreatment Standard(s)
within a reasonable time, not to exceed
the period of time prescribed in the
applicable categorical Pretreatment
Standard(a), as may be specified by the
Approval Authority,
   (d) Exception to POTW Pretreatment
Program Requirement A POTW
required to develop a local pretreatment
program by § 403.8 may conditionally
give removal credits pending approval
of such a program hi accordance with
 the following terms and conditions:
   (1) All Industrial Users who are
 currently subject to a categorical
 Pretreatment Standard and who wish
 conditionally to receive a removal credit
 must submit to the POTW the
 information required in 5 403.12(b)(lH7)
 (except new or modified industrial users
 must only submit the information
 required by 1403.12(b)(lM6)).
 pertaining to the categorical
 Pretreatment Standard as modified by
  the removal credit The Industrial Users
  shall indicate what aditional technology,
  if any, will be needed to comply with  the
  categorical Pretreatment Standard(s) as
  modified by the removal credit;
    (2) The POTW must have submitted to
  the Approval Authority an application
  for pretreatment program approval
  meeting the requirements of §§ 403.8
  and 403.9 in a timely manner, not to
  exceed the time limitation set forth in a
  compliance schedule for development of
  a pretreatment program included in the
  POTW's NPDES permit, but in not case
  later than July 1,1983. where no permit
  deadline exists:
     (3) The POTW must:
     (i) Compile and submit data
  demonstrating its consistent removal in
  accordance with paragraph (b) of this
  section;
     (ii) Comply with  the conditions
  specified in paragraph (a)(3) of this
  section; and
     (Hi) Submit a complete application for
  removal credit authority in accordance
  with paragraph (e) of this section;
     (4) If a POTW receives authority to
  grant conditional removal  credits and
   the Approval Authority subsequently
makes a final determination, after
appropriate notice, that the POTW
failed to comply with the conditions in
paragraphs (d)(2) and (3) of this section,
the authority to grant conditional
removal credits shall be terminated by
the Approval Authority and all
Industrial Users to whom the revised
discharge limits had been applied shall
achieve compliance with the  applicable
categorical Pretreatment Standard(s)
within a reasonable time, not to exceed
the period of time prescribed in the
applicable categorical Pretreatment
Standard(s), as may be specified by the
Approval Authority.
   (5) If a POTW grants conditional
removal credits and the POTW or the
Approval Authority subsequently makes
a final determination, after appropriate
notice, that the Industrial User(s) failed
to comply with the conditions in
paragraph (d)(l) of this section, the
conditional credit shall be terminated by
 the POTW or the Approval Authority for
 the non-complying Industrial User(s)
 and the Industrial User(s)  to whom the
 revised discharge limits had been
 applied shall achieve compliance with
 the applicable categorical Pretreatment
 Standard(s) within a reasonable time,
 not to exceed the period of time
 prescribed in the applicable categorical
 Pretreatment Standard(s), as may be
 specified by the Approval Authority.
 The conditional credit shall not be
 terminated where a violation of the
 provisions of this paragraph results from
 causes entirely outside of the control of
 the Industrial User(s) or the Industrial
 User(s) had demonstrated substantial
 compliance.
   (6) The Approval Authority may elect
  not to review an application for
  conditional removal credit authority
  upon receipt of such application, in
  which case the conditionally  revised
  discharge limits will remain in effect
  until reviewed by the Approval
  Authority. This review may occur at any
  time in accordance with the procedures
  of § 403.11. but in no event  later than the
  time of "any pretreatment program
  approval or any NPDES permit
  reissuance thereunder.
    (e) POTW application for
  authorization to give removal credits
  and Approval Authority review—(!)
   Who must apply. Any POTW that wants
   to give a removal credit must apply for
   authorization from the Approval
   Authority.
    (2) To whom application made. An
   application for authorization to give
   removal credits (or modify existing
   ones) shall be submitted by the POTW
   to the Approval Authority.
  (3) When to apply. A POTW may
apply for authorization to give or modify
removal credits at any time.'
  (4) Contents of the Application. An
application for authorization to give
removal credits must be supported by
the following information:       -
  (i) List of pollutants. A list of
pollutants for which removal credits are
proposed.
  (ii) Consistent  Removal Data. The
data required pursuant to paragraph (.b).
   (iii) Calculation of revised discharge
limits. Proposed revised discharge limits
for each affected subcategory of
Industrial Users calculated in
accordance with paragraph (a)(4) of this
section.
   (iv) Local Pretreatment Program
 Certification. A certification that the
 POTW has an approved local
 pretreatment program or qualifies  for
 the exception to this requirement found
 at paragraph (d) of this section.
   (v) Sludge Management Certification.
 A specific description of the POTW's
 current methods of using or disposing of
 its sludge and a certification that the
 granting of removal credits will not
 cause a violation of the sludge
 requirements identified in paragraph
 (a)(3)(iv) of this section.
   (vi) NPDES Permit Limit Certification.
 A certification that the granting of
 removal credits will not cause a
 violation of the POTW's NPDES permit
 limits dnd conditions as required in
 paragraph (a)(3)(v) of this section.
    (5) Approval Authority Review. The
  Approval Authority shall review  the
  POTW's application for authorization to
  give or modify  removal credits in
  accordance with the procedures of
  § 403.11 and shall, in no event, have
  more that 180 days from public notice of
  an application to complete review.
    (6) EPA review of State removal
  credit approvals. Where the NPDES
  State has an approved pretreatment
  program, the Regional Administrator
  may agree in the Memorandum of
  Agreement under 40 CFR 123.24(d) to
  waive the right to review and object to
  submissions for authority to grant
   removal credits. Such an agreement
   shall not restrict the Regional
   Administrator's right to comment upon
   or object to permits issued to POTW's
   except to the extent 40 CFR 123.24(d)
   allows such restriction.
     (7)  Nothing in these regulations
   precludes an Industrial User or other
   interested party from assisting the
   POTW in preparing and presenting the
   information necessary to apply for
   authorization.
     (f)  Continuation and withdrawal of
   authorization—(1) Effect of
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Federal. Register / Vol. 4a, No. 151  / Friday, August 3, 1984 / Ruiea and Regulations
 authorization. (i> Once a POTW has
 received' authorization to giant removal
 credits for a particular pollutant ~
 regulated is a categorical Pr-etreataiest
 Standard it may automatically extend
 that removal credit to the same pollutant
 when it is regulated in other categorical
 standards, unless granting the removal
 credit will cause the POTW to violate
 the sludge requirements identified in
 (a](3](ivjo£ this, section or its NPDES
 permit limits' and conditions as required
 by (a)(3)M. tf a POTW elects at a later
 time- to extend removal credits to a
 certain categorical Ptetreatmeat
 Standard industrial subcategory or one
 or more Industrial Users that initially
 were not granted removal credits,  it
 must notify the Approval Authority.
  (2) Inclusion in POTW permit. Once
 authority  is granted, the removaf credits
 shall be incraded in the POTW's NPDES
 Permit as seen as> possible and shall
 become an enforceable requirement of
 the POTW's NPDES permit. The removal
 Credits will remain in effect for the term
 of the POTW's NPDES permit, provided
 the POTW maintains compliance with
 the conditions specified in subparagraph
 (4) of this, paragraph.
  (3) Comptiance monitoring.  Following
 authorization to give removal  credits,  a
 POTW shall continue to monitor and
 report on' (at such intervals as may be
 specified by the Approval Authority, but
 in no case less than once per year) the
 POTW's removal capabilities. A
 minimum of one representative sample
 per month during the reporting period  is
 required, and all sampling data must be
 included in the POTW's,compliance
 report.
  (4) Modification or withdrawal of
 removal credits, (i) Compliance with the
 conditions- ia paragraph (a)f3)(iiiHv) of
 this section may be examined by the
 Approval Authority whenever it- elects
 and must, at the very least be examined
 whenever th« POTW's NPDES permit  ia
 reissued. If the Approval Authority
 determines, on the basis of compliance
 monitoring reports or other information
 availabk to it, that the conditions
 specified in paragraphs (a)(3)(iii)-{v) of
 this section are  not being met, the-
 Approval Authority shall withdraw the
 POTWs authority to grant removal
 credits on modify those credits- in
 accordance with the procedures
 specified in subparagraph (iii) below.
  (ii) If, during the term of the  POTWs
 NPDES permit, the Approval Authority
determines that the POTWs. consistent
removal rate is consistently and
substantially lower than the removal
credit specified  in the POTW's NPDES
permit, the Approval Authority shall
either withdraw the POTW's authority.
to grant-removal credits or modify  those
                          credits in accordance with the
                          procedures specified in subparagraph
                          (iii} below.
                            (iii) If the Approval Authority
                          tentatively determines, under
                          subparagrapk* (i} or (ii) above-, that the
                          withdrawal of a POTWa authority to
                          grant removal credits or modification of
                          those- credit* ia warranted, the Approval
                          Authority shall, in accordance with the
                          procedures specified in f 403.11(b) (1)
                          and (2) of this  section, issue a public
                          notice, provide a public comment period
                          of at least 30 days and provide an
                          opportunity for interested persona to
                          request a public hearing. The mailing list
                          foe the public notice shall include, at a
                          minimum, the POTW and Industrial
                          Users to  whom revised discharge limits
                          have been applied. If the Approval
                          Authority finally determines to
                          withdraw the POTW's authority to grant
                          removal credits or to modify those
                          removal credits the POTW is authorized
                          to grant it shall notify the POTW, all
                          Industrial Users to whom revised limits
                          have been applied and each person who
                          has requested individual notice of its
                          decision and the basis for that decision.
                          Notice shall also be published in the
                          same newspaper as the original notice
                          of the tentative determination was
                          published. Following such notice and
                          modification or withdrawal, all
                          Industrial Users to whom revised
                          discharge limits have been applied shall
                          be subject to the modified discharge
                          limits or the discharge limits prescribed
                          in the applicable categorical
                          Pretreatment Standard(s), as
                          appropriate, and shall achieve
                          compliance-with such limits within a
                          reasonable time, not to exceed the
                          period of time prescribed in the
                          applicable- categorical Pretreatment
                          StandardfaJ, a* may be specified by the
                          Approval Authority.
                            (g) Removal  credits in State-run
                          pretreatmenl programs under
                          § 403.10(e). Where an NPDES State with
                          an approved pretreatraent program
                          elects to implement a local pretreatment
                          program in lieu or requiring the POTW
                          to develop such a program (as provided
                          in | 403.10{e)}.  the POTW wiil not be
                          required to develop a pretreatment
                          program as a precondition to obtaining
                          authorization to give removal credits.
                          The PQTW will, however, be required to
                          comply with the-other conditions of
                          paragraph (a)(3) of this section.
                            3. 40 CFR 403.6(a)(2)(ii) is revised to
                          read as follows:

                          §  403.S  National Pretreatment Standard*:
                          Categorical Standard*.
   (2) •  - *
   (ii) Citing evidence and reasons- why a
 particular subcategory is applicable and
 why others are not applicable. Eacfr
 such statement shall contain an oath
 stating-that the facts contained therein
 are true on the basis of the applicant's
 personal knowledge or to the best of his
 information and belief.
 *     *  '  *    *    *

   4. In 40 CFR 403.8, paragraph (a) is
 revised and paragraph (e)(6) ia added to
 read as follows:

 § 403.8  POTW pratreatmmt programs.
 Development by POTW.
   (a) POTWs. required to develop a
 pretreatment program. Any POTW (or
 combination of POTWs operated by the
 same authority) with a total design flow
 greater than 5  million gallons per day
 (mgd) and receiving, from Industrial
 Users pollutants which Pass Through or
 Interfere with  the operation of the
 POTW or are otherwise subject to
 Pretreatment Standards will be required
 to establish a POTW Pretreatment
 Program unless the NPDES State
 exercises its option  to assume local
 responsibilities as provided for in
 § 403.10(e). The Regional Administrator
 or Director may require that a POTW
 with a design flow of 5 mgd or less
 develop a POTW  Pretreaiment Program
 if he or she finds that the nature or
 volume of the industrial influent
 treatment process upsets, violations of
 POTW effluent limitations..
 contamination of municipal sludge, or
 other circumstances warrant in order to
 prevent Interference with the POTW or
 Pass Through.
 *****

  (e) * *- *   '   -
  (6) incorporate the removal credits
 (established under § 403.7) in the POTW
 permit.
 *****

  5. In 40 CFR  403.11, the introductory
 text, paragraph (a), and the introductory
 text of paragraph  (b) are all revised.
 Paragraph (b)(3) is removed.

 § 403.11 Approval procedures for POTW
 pretreatment program* and POTW granting
 of removal credits.
  The following procedures shall be
 adopted in approving or denying
 requests for approval of POTW
 Pretreatment Programs and applications
 for removal credit authorization:
  (a) Deadline for review of submission.
The. Approval Authority shall have 9ft
days from the date of public notice- of
any Submission complying with the
requirements ol J  40i9fbJ and, where.
removal credit authorizatioa i» soughf
                                                      A-13

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             Federal  Register  /  Vol. 49. No. 151  / Friday.  August 3. 1984 / Rules and Regulations        31225
with |§ 403.7(d) and 403.9(d), to review
the Submission. The Approval Authority
shall review the Submission to
determine compliance with the__
requirements of § 403.8 (b) and (f). and,
where removal credit authorization is
sought, with I 403.7. The Approval
Authority may have up to an additional
90 days to complete the evaluation of
the Submission if the public comment
period provided for in paragraph
(b)(l)(ii) of  this section is extended
beyond 30 days or if a public hearing is
held as provided for in paragraph (b)(2)
of this section. In no event, however.
shall the time for evaluation of the
Submission exceed a total of 180 days
from the date of public notice of a
Submission meeting the requirements of
 § 403.9(b) and. in the case of a removal
credit application. §§ 403.7(d) and
403.9(b).
   (b) Public notice and opportunity for
 hearing. Upon receipt of a Submission
 the Approval Authority shall commence
 Its review.  Within 5  days after making a
 determination that a Submission meets
 the requirements of  § 403.9(b], and.
 where removal credit authorization is
 sought, §§  403.7(d) and 403.9(d). the
 Approval Authority shall:
§ 403.12  [Amended]
  6.40 CFR 403.12 is amended by
removing paragraphs (i) and (j) and
redesignating the remaining paragraphs
(k)-{n} as (i)-(l) accordingly.
  7. A new Appendix E is added to 40
CFR Part 403 and reads as follows:

Appendix E—Sampling Procedures

I. Composite Method
  A. It is recommended that influent and
effluent operational data be obtained through
24-hour flow proportional composite samples.
Sampling may be done manually or
automatically, and discretely or continuously.
 If discrete sampling is employed, at least 12
 aliquots should be composited. Discrete
 sampling may be flow proportioned either by
 varying the time interval between each
 aliquot or the volume of each aliquot. All-
 composites should be flow proportional to
 either the stream flow at  the time of
 collection of the influent aliquot or to the
 total influent flow since the previous influent
 aliquot. Volatile pollutant aliquots must be
 combined in the laboratory immediately
 before analysis.
   B. Effluent sample collection need not be
 delayed to compensate for hydraulic
 detention unless the POTW elects to include
 detention time compensation or unless the
 Approval Authority requires detention time
 compensation. The Approval Authority may
 require that each effluent sample is taken
 approximately one detention time later than
the corresponding influent sample when
failure to do so would result in an
unrepresentative portrayal of actual POTW
operation. The detention period should be
based on a 24-hour average daily flow value.
The average daily flow should in turn be
based on the average of the daily flows
during the same month of the previous year.

II. Grab Method
  If composite sampling is not an appropriate
technique, grab samples should be taken to
obtain influent and effluent operational data.
A grab sample is an individual sample
collected over a period of time not exceeding
15 minutes. The collection of influent grab
samples should precede the collection of
effluent samples by approximately one
detention period except that where the
 detention period is greater than 24 hours such
 staggering of the sample  collection may not
 be necessary or appropriate. The detention
 period should be based on'a 24-hour average
 daily flow value. The average daily flow
 should in turn be based upon the average of
 the daily flows during the same month of the
 previous year. Grab sampling should be
 employed where the pollutants being
 evaluated are those, such as cyanide and
 phenol, which may not be held for an
 extended period because of biological.
 chemical or physical interaction which take
 place after sample collection and affect the
 results.
 [FR Doc. 84-2M33 Filed 8-2-84: 8:45 am|
 BILLING COOK S5W-50-M
                                                              A-14

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    Appendix B

Detection Levels for
 Priority Pollutants

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                      Appendix B

    Method  Detection Levels for Priority Pollutants
PRIORITY POLLUTANT
                 a
 Detection     EPA
Level  (ug/L)  Method
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
acenaphthene
acrolein
acrylonitrile
benzene
benzidine
carbon tetrachloride
chlorobenzene
1,2, 4-trichlorobenzene
hexachloro benzene
1 ,2-dichloroethane
1 , 1 , 1-trichloroethane
hexachloroethane
1 , 1-dichloroethane
1,1, 2-trichloroethane
1, 1,2,2-tetrachloroethane
chloroe thane
bis (2-chloroethyl) ether
2-chloroethyl vinyl ether (mixed)
2-chloronaphthalene
2,4,6-trichlorophenol
parachlorometa cresol
chloroform (trichloromethane)
2— chlorophenol
1 ,2-dichlorobenzene
1 , 3-dichlorobenzene
1 , 4-dichlorobenzene
3,3-dichlorobenzidine
1 , 1-dichloroethylene
1 , 2-trans-dichloroethylene
2 , 4-dichlorophenol
1 ,2— dichloropropane
1,2-dichloropropylene (trans 1 ,3-dichloropropene)
2 , 4-dime thylphenol
2, 4-dinitro toluene
2,6-dinitrotoluene
1 ,2-diphenylhydrazine
ethylbenzene
f luoranthene
4-chlorophenyl phenyl ether
4-bromophenyl phenyl ether
1.8
0.6
0.5
0.2
0.08
0.12
0.25
0.05
0.05
0.03
0.03
1.6
0.07
0.02
0.03
0.52
0.3
0.13
1.9
0.64
0.36
0.05
0.31
0.15
0.32
0.24
0.13
0.13
0.1
0.39
0.04
0.34
0.32
0.02
0.01
b
0.2
0.21
3.9
2.3
610
603
603
602
605
601
601
612
612
601
601
625
601
601
601
601
611
601
625
604
604
601
604
601
601
601
605
601
601
604
601
601
604
609
609
b
602
610
611
611
                         B-l

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   Method Detection Levels for Priority Pollutants
                     (Continued)
PRIORITY POLLUTANT
 Detection     EPA
Level  (ug/L)  Method
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
55.
56.
57.
58.
59.
60.
61.
62.
63.
64.
65.
66.
67.
68.
69.
70.
71.
72.
73.
74.
75.
76.
77.
78.
79.
80.
81.
82.
bis (2-chlorisopropyl) ether
bis (2-chloroethoxy) methane
methylene chloride (dichlorome thane)
methyl chloride (chlorome thane)
methyl bromide (bromome thane)
bromoform (tribromomethane)
dichlorobromome thane
chlorodibromomethane
hexachloro butadiene
hexachlorocyclopentadiene
isophorone
naphthalene
nitrobenzene
nitro phenol
4-nitrophenol
2 , 4-dini tro pheno 1
4 , 6-dinitro-o-cresol
N-nitrosodimethylamine
N-nitrosodiphenylamine
N-nitrosodi-n-propylamine
pentachlorophenol
phenol
bis (2-ethylhexyl) phthalate
butyl benzyl phthalate
di-n-butyl phthalate
di-n-octyl phthalate
diethyl phthalate
dimethyl phthalate
benzo (a) anthracene ( 1,2-benzanthracene)
benzo (a) pyrene (3 ,4-benzopyrene)
3 ,4-benzof luoranthene
benzo (k) fluoranthane (11, 12-benzof luoranthene)
chrysene
acenaphthylene
anthracene
benzo (ghi) perylene (1, 12-benzoperylene)
f luorene
phenanthrene
dibenzo (a,h) anthracene (1 ,2,5,6-dibenzanthracene)
indeno (1,2,3-cd) pyrene (2,3-o-phenylenepyrene)
pyrene
tetrachloroethylene
0.8
0.5
0.25
0.08
1.18
0.2
0.1
b
0.34
—
5.7
1.8
3.6
0.45
2.8
13.0
16.0 ,
0.15
0.81
0.46
7.4
0.14
2.0
0.34
0.36
3.0
0.49
0.29
0.013
0.023
0.018
0.017
0.15
2.3
0.66
0.076
0.21
0.64
0.03
0.043
0.27
0.03
611
611
601
601
601
601
601
601
612
r>
609 FID
610
609 FID
604
604
604
604
607
607
607
604
604
606
606
606
606
606
606
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
610 HPLC
601
                          B-2

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Method Detection Levels for Priority Pollutants
                 (Continued)

83.
84.
85.
86.
87.
88.
89.
90.
91.
92.
93.
94.
95.
96.
97.
98.
99.
100.
608
101.
102.
ios.
104.
105.
106.
107.
108.
109.
110.
111.
112.
113.
114.
115.
116.
117.
118.
119.
120.
121.
122.
123.
PRIORITY POLLUTANT3
toluene
trichloroethylene
vinyl chloride (chloroethylene)
aldrin
dieldrin
chlordane (technical mixture & metabolites)
4, 4 '-DDT
4, 4 '-DDE (p, p'-DDX)
4, 4 '-ODD (p, p'-TDE)
Alpha-endosulfan
Beta-endosulfan
endosulfan sulfate
endrin
endrin aldehyde
heptachlor
heptachlor epoxide
Alpha-BHC
Beta-BHC

Gamma-BHC (lindane)
Delta-BHC
PCB-1242 (Arochlor 1242)
PCB-1254 (Arochlor 1254)
PCB-1221 (Arochlor 1221)
PCB-1232 (Arochlor 1232)
PCB-1248 (Arochlor 1248)
PCB-1260 (Arochlor 1260)
PCB-1016 (Arochlor 1016)
toxaphene
antimony (total)
arsenic (total)
asbestos (fibrous)
beryllium (total)
cadmium (total)
chromium (total)
copper (total)
cyanide (total)
lead (total)
mercury (total)
nickel (total)
selenium (total)
silver (total)
Detection
Level (ug/L)
0.2
0.12
0.18
0.004
0.002
0.014
0.012
0.004
0.011
0.014
0.004
0.066
0.006
0.023
0.003
0.083
0.003
0.006

0.004
0.009
0.065
b
b
b
b
b
b
0.24
10
10
b
1
1
5
1
20
10
0.2
10
5
1
EPA
Method
602
601
601
608
608
608
608
608
608
608
608
608
608
608
608
608
608


608
608
608
608
608
608
608
608
608
608
FUR6
FUR

FLAMEf
FUR
FUR
FUR
DISTg
FUR,
cvh
FUR
FUR
FUR
                    B-3

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            Method Detection  Levels for Priority Pollutants
                                (Continued)
         PRIORITY POLLUTANT0
                                                      Detection     EPA
                                                     Level (ug/L)  Method
124.  thallium (total)
125.  zinc (total)
126.  2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD)
                                                          10
                                                           1
                                                           0.003
FUR
FUR
      This numbering does not correspond with numbers on EPA's list of pri-
      ority pollutants.

      No detection limit determined.

      Flame ionization detection (FID).
      High pressure liquid chromatography (HPLC).

      Furnace (FUR).
      Flame (FLAME).
      Distillation (DIST).

      Cold vapor (CV).
b
c
d
e
f

g
h
Source:  "Methods for Organic Chemical Analysis of Municipal and Industrial
         Wastewater," Environmental Monitoring and Support Laboratory,
         Cincinnati, OH  45268.   EPA-600/4-82-057.  July 1982.

         This table lists the analytical methods and appropriate method
         detection limits for the EPA priority pollutants.  The information
         contained in "Methods for Organic Chemical Analysis of Municipal  and
         Industrial Wastewater"  represents an effort to provide procedures
         that are as uniform and cost effective as practical for a wide
         cross-section of chemical compound classes.  Due to the variable
         chemical and physical properties of the parameters, some compromises
         had to be made.   Therefore, in some of the methods, the extraction
         procedures, cleanup procedures and determinative steps are not
         optimum for all  parameters.
                                     B-4

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          Appendix C



Model Removal Credit Application

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Model  Removal  Credit  Application

Introduction
     The Proppa City Sewerage District (PCSD)  hereby requests authorization to
grant removal credits  under the provisions of  40  CFR 403.7 as revised on
August 3, 1984.  PCSD  has had relatively few problems with upsets or inter-
ference at its treatment plants and metal levels  in the sludge are relatively
low.  Although removal rates of chromium at the treatment plants are
consistently high in most cases, the removal rate requested has been reduced
25 percent to allow for a safety margin which  should ensure that PCSD will
consistently achieve the proposed removals.  The  District certifies that these
removal credits,  if granted to its industries,  will not adversely affect the
treatment processes at the plants or sludge disposal methods, or cause a
violation of its  NPDES permit limits and conditions or of sludge requirements
as defined in 40  CFR 403.7(a)(l)(ii).

     PCSD's application follows the application requirements specified in 40
CFR 403.7(e)(6) as  revised in August 1984.   Treatment plant analytical data
have been collected for the last 12 months as  required by the regulation.   Any
questions regarding the data or other  information in this application should
be addressed to Ray Topper, Pretreatment Unit  Chief, 618-618-6186.

1. List of Pollutants
     PCSD requests  authorization to grant removal credits for chromium.

2. Consistent Removal Data
     PCSD operates  two  wastewater treatment  plants, Rio Creek and Maine River
Plants.   Both plants have secondary treatment  and employ activated  sludge
processes.  PCSD  collected 12 samples  of the influent and effluent  from its
two treatment plants at approximately  the same  time of the month for the  last
12 months (October  1983 - September 1984).   Analytical results of the sampling
and flow data for the  sampling days are shown  in  Tables 1 and 2.  Where  the
pollutant was not detected or was detected  but  could not be assigned a
quantitative concentration in a sample,  a value equal to the limit  of detect-
ability was assigned to the sample. Sampling was conducted in accordance with
                                   C-l

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                                 Table 1
        Analytical Data for Chromium for the Rio Creek Plant
Sample  Date
Chromium Concentration (ug/1)
Influent          Effluent
Flow Rate  (mgd)
10/15/83
11/15/83
12/15/83
1/15/84
2/15/84
3/15/84
4/15/84
5/15/84
6/15/84
7/15/84
8/15/84
9/15/84
42
32
36
22
44
48
12
22
32
34
18
18
18
8
13
7
12
20
ND
4
9
11
ND
17
6.2
5.8
6.3
6.7
6.4
5.3
5.1
5.2
6.0
6.4
6.4
6.6
                   Average Influent
                   Cone. (I) = 31.66
                    Average Effluent
                    Cone. (E) = 10.25
ND - Not Detected  (the limit of detectability, 1 ug/1,  was  used)
                                   C-2

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                               Table 2
      Analytical Data for Chromium for the Maine River Plant
Sample Date
Chromium Concentration (ug/1)
Influent           Effluent
Flow Rate (mgd)
10/10/83
11/10/83
12/10/83
1/10/84
2/10/84
3/10/84
4/10/84
5/10/84
6/10/84
7/10/84
8/10/84
9/10/84
1600
600
850
920
1230
470
440
590
1050
1230
960
1110
640
320
270
310
560
510
240
190
580
590
360
550
10.3
8.1
9.7
10.8
11.0
9,6
8.9
7.9
11.8
10.2
11.7
9.9
                  Average Influent

                  Cone. (I) = 920.8
                    Average Effluent
                    Cone. (E) =» 426.6
                                  C-3

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methods  suggested in Appendix E of the removal credits regulation.  Samples
were analyzed in accordance with techniques prescribed in 40 CFR  136.

     The consistent removal rates for the treatment plants were calculated
using the following formula:                                     .
where:  r - consistent removal percentage rate for a pollutant  ,
        I » average concentration of the pollutant in the influent
        E « average concentration of the pollutant in the effluent

The calculations for the Rio Creek plant is :
         31.66 - 10.25 _,
       —     «•; •f'7 -
             -31 . DO

The calculation for the Maine River plant is:

     _ _ 920.8 - 426.6
             920.8
                          .54 = 54%
     PCSD intends to use the lower removal percentage, 54 percent, as the
removal rate for the entire system.  This will allow a uniform set of revised
standards to be employed for the entire system (as opposed to revising two
sets of standards for industrial users discharging to the two plants).

3.  Calculation of Revised  Discharge Limits
     The industrial categories and subcategories for which chromium discharge
limits would be revised are the following:
     Industrial Category/Subcategory                  No.  lUs
     Electroplating                                      5
          (All subcategories have same limitations)
     Metal Finishing                                     4
          (All subcategories have same limitations)
     Leather Tanning and Finishing                       2
          Subpart D Retan - Wet Finish Sides             1
          Subpart H Pigskin                              1
                                     C-4

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To allow itself and the industrial users a margin of safety, PCSD elects to

use a removal rate 25 percent less than shown at the treatment plant.
Therefore, a rate of 40.5 percent will be used for its removal credit applica-

tion.  This removal rate is then used to revise the discharge limit specified

in the categorical pretreatment standard using the following formula:
where:  y = revised discharge limit

        x = pollutant discharge limit specified in the categorical pretreat-
            ment standard

        r = consistent removal rate = 40.5 percent

As an example, the calculation for the maximum discharge limit for any one day
for chromium in the Electroplating Standards is:
     The revised discharge limit for chromium is 11.8 mg/1.


     The revised discharge limits for all the affected industrial users are
shown below.
Electroplating

Metal Finishing

Leather Tanning and Finishing
    Subpart D
    Subpart H
                                          Chromium Limitations (mg/1)

                                Maximum for Any One Day          Average
                                Standard   Revised       Standard   Revised
7.0
2.77
19
12
11.8
4.65
31.9
20.2
4.0
1.71
12
8
6.7
2.87
20.2
13.4
 4.  Local  Pretreatment Certification

     I certify that PCSD received approval of its pretreatment program on June
6, 1984 and that the PCSD pretreatment program is adequately staffed and
                                     C-5

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funded to carry out the duties and responsibilities of a POTW as specified in
40 CFR 403.
Ray Topper
Pretreatment Unit Chief
5. Sludge Management Certification
     PCSD currently disposes of the sludge from its two treatment plants in
the Mid-State Regional Landfill after digestion and vacuum filtration.  The
regulations that apply to this disposal method are the Mid-State Regional
Landfill regulations and the solid and hazardous waste regulations promulgated
under authority of the Resource Conservation and Recovery Act (RCRA).

     Under RCRA, if sludge is determined to be a hazardous waste, sludge
handling and disposal must comply with special design and operating standards.
The only likely reason the sludge would be a hazardous waste is if it
exhibited the characteristic of EP toxicity (40 CFR 261.24).  The filtered
sludge from the two plants was tested for EP toxicity in June and July of 1984
using the procedures specified by EPA and none of the sludges was determined
to be a hazardous waste.  The pollutant closest to the maximum concentration
allowed in the test, lead, was over ten times less than the limit.

     Granting removal credits for chromium will result in increased
concentrations of chromium to the treatment plants.  If other unregulated
pollutants (particularly other metals) are discharged by facilities receiving
removal credits, concentrations of those pollutants may also rise.  To the
extent higher concentrations of metals are removed from the wastewater, they
will result in higher concentrations in the treated sludge.  It is difficult
to estimate the increased concentration of other pollutants that will result
from removal credits for chromium and the effect the combined rise in pollu-
tant concentration will have on EP toxicity.   Due to the large margin of
current compliance, however, PCSD is confident that the increased pollutant
loadings caused by granting removal credits for chromium will not cause the
sludge to exhibit characteristics of EP toxicity.
                                     C-6

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     The Mid—State Regional Landfill regulations specify  that municipal
sludges disposed of in the landfill cannot contain greater than  10,000 mg/kg
of chromium.  Violations of this limit occurred occasionally prior  to devel-
opment of the PCSD pretreatment program and compliance with the  categorical
standards by the electroplating and leather tanning  facilities in the City.
It now appears that if removal credits are granted,  compliance with applicable
disposal regulations will be maintained.  This can be demonstrated  by the
following discussion and calculations.

     The procedure for assuring that compliance with sludge disposal methods
will continue to be achieved after the categorical standards are revised is to
calculate the maximum increase of metals in the sludge due to the standards
revision and to determine if compliance with sludge  disposal regulations will
be maintained.  This discussion will center on the sludge from the  Maine River
Plant because of the relatively higher levels of chromium in its sludge.

     The first step is to calculate the increase in  chromium from the indus-
trial users in each industrial category.  For the Electroplating category,
this was done by taking the difference between the revised and original
discharge limit and multiplying by the total categorical  industry electro-
plating process wastewater flow rate into the Maine  River Plant.  The total
maximum regulated process flow rate from all of the  categorical  electroplating
facilities is 270,000 gpd.  Therefore the calculation is  as follows:

     270,000 gpd x (11.8 - 7.0)mg/l x 3.78 1/gal = 4,898,880 ing/day

Since the Metal Finishing Standards are not yet in effect and the Electro-
plating Standards apply to all the metal finishing facilities, there is no
need to calculate the increase of chromium from these facilities.

     The maximum regulated process flow rates from the Subpart D and H Leather
Tanning and Finishing facilities are 135,000 gpd and 86,000 gpd, respectively.
The calculations for these facilities are:

     Subpart D:  135,000 gpd x (31.9 - 19)mg/l x 3.78 1/gal = 6,582,870 mg/day
     Subpart H:  86,000 gpd x (20.2 - 12)mg/l x 3.78 1/gal - 2,665,656 mg/day
                                      C-7

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Total chromium discharged for all electroplating and leather tanning and
finishing facilities is 14,147,406 rag/day.

     The average removal rate of chromium at the Maine River Plant is 54
percent.  Therefore, this percentage of the projected increase of chromium
would be deposited in the sludge.  The total maximum increase of chromium in
the sludge would be 54 percent of 14,147,406 mg/day or 7,634,600 mg/day.
                                                                '- *   .
Dividing this figure by the number of kilograms of sludge generated by the
Maine River Plant per day (50,980 kg/day) gives an increase of chromium in the
sludge of 150 mg/kg.

     The highest recorded level of chromium in the Maine River Plant sludge
since the last of the industrial users discharging chromium to the plant
installed a pretreatment system (this occurred on May 18, 1984) was 7,863
mg/kg on June 15, 1984.  When the maximum increase attributable to the removal
credit is added to the maxium level of chromium found in the sludge, a value
of 8,013 mg/kg is obtained.  This potential maximum level of chromium in the
sludge is less than the Mid-State Regional Landfill limit of 10,000 mg/kg.
Therefore, compliance with applicable sludge disposal regulation should be
maintained.  Furthermore, PCSD will continue to monitor chromium in the sludge
after the categorical standards are revised to ensure that applicable sludge
disposal regulations will be met.

     I certify, based upon my inquiry of those individuals immediately
responsible for the above demonstration and for operation of the PCSD pre-
treatment program and treatment plants operations, that PCSD will continue to
achieve compliance will all applicable sludge disposal regulation after
categorical standards are revised.
Ray Topper
Pretreatment Unit Chief
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6. NPDES Permit Limit Certification
     PCSD has had very few problems at its two treatment plants.  Both plants
are meeting their NPDES permit limits and conditions consistently.  To provide
assurance that the treatment plants will continue to meet their NPDES permit
limits and conditions after categorical standards are revised, the maximum
increase of chromium in the influent to the plants will be calculated and the
potential effects on the treatment plants evaluated.  This discussion will
only cover the Maine River Plant because the influent to the Rio Creek Plant
has relatively low levels of chromium.  A two or threefold increase of
chromium in the Rio Creek Plant influent, although highly unlikely, would have
little effect on the plant's operations and treatment efficiency.

     The first step is to determine the maximum level of chromium in the
influent to the plant after categorical standards revision.  The increase of
chromium in the influent to the plant is calculated dividing,the increase of
chromium discharged to the system due to revising the categorical standards
(as determined in the previous section) by the approximate average flow for
the Maine River Plant (10 MGD) as shown below:


                 "."7,406 X 10 MGD x 3,785 I/gal = '37 ***'*

The maximum concentration at the influent to the plant that has occurred since
the last of the industrial users discharging chromium to the plant installed a
pretreatment system was 1,230 ug/1 (1.23 mg/1) on July 10, 1984.  Therefore
the maximum projected plant influent concentration is 1.60 mg/1 (1.23 +
.37 mg/1).  This maximum projected influent is then used to determine if the
activated sludge or anaerobic sludge digestion processes used at the plant
will be inhibited.

     The chromium removal efficiency of the primary clarifier (.27) is used to
determine the influent concentration to the activated sludge process by the
following calculation:

     1.6 mg/1 (1-.27) = 1.168 mg/1
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Checking  this  concentration with  the  threshold  concentration for  chromium of
10 mg/1 in  the EPA document,  Guidance Manual  for  POTW  Pretreatment  Program
Development (October  1983),  it  is unlikely  that the  activated sludge process
will be inhibited.                                        .      -.     /
     To check  that  the  anaerobic  digestion  process will  not  be  inhibited,  the
concentration  of chromium at  the  influent to  the digestors must  be  calculated.
Using the average removal rate  for  chromium (54 percent)  as  the  proportion of
chromium entering the digestors,  and  the flow rate to  the digestors (.l.mgd),
the influent to the digestors can be  derived  by the  following calculation:
     .54 x
(10 mgd) 1.60 mg/1
    (.1 mgd)
86;4 mg/1
Checking this value with  the threshold value  for  anaerobic  sludge  digestion,  of
100 mg/1 from the same reference above shows  that  the anaerobic digestion
process should not be inhibited.

     There are no chromium discharge limits in  the NPDES permits for  the Main
River of Rio Creek Plants.  However, as a final check, the  maximum projected
plant effluent concentration of chromium based  on  the maximum projected plant
influent concentration will be determined to  check that water quality criteria
will continue to be met after revision of the categorical standards.  The
plant effluent concentration is (1-.54) times the  plant influent concentra-
tion, therefore the maximum projected effluent  concentration is .46 x 1.6Q
mg/1 or .736 mg/1.  The receiving stream flow rate (Maine River) is 100 mgd
giving a dilution ratio of 10:1 thus reducing the maximum concentration of
chromium in the river to  .0736 mg/1 or 73.6 ug/1.  Comparing this  value with
the water quality criteria for total chromium for  the Maine River  of  100 ug/1,
it appears that water quality criteria will continue to be  met after the
categorical standards are revised.
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             (REVISED 7/26/85)
    ••• I, certify, based  upon my inquiry of those individuals immediately   ?i; ~'
responsible for the  above  demonstration and for operation of the PCSD:-pr'e;-   '
treatment program and  treatment  plants, that PCSD will not violate any of its
NPDES permit limits  and  conditions  after categorical standards are revised.
Ray,Topper
Pretreatment Unit Chief
Note:  This certification addresses POTW  effluent  limits  for pollutants
       subject to removal credits.
                                    C-ll

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      Appendix D

  Sample NPDES Permit
Modification Language for
     Removal Credits

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Sample NPDES  Permit Modification
Language  for  Removal  Credits

     The Permittee is hereby authorized to modify the national categorical
pretreatment  standard pursuant  to  Title 40 of the Code of Federal Regulations
Section 403.7 (40 CFR 403.7).   This authority is granted contingent upon  the
Permittee's continued compliance with the demonstrated removal rates for  the
pollutants shown below and as documented in the Permittee's application dated
	 and any data  submitted in support thereof.  This author-
ity to modify only extends to those pollutants and industrial categories.  The
Permittee, with prior notice to the Approval Authority, may extend the removal
credit to other categorical pretreatment standards as they become applicable
provided the  extension will not cause the Permittee to violate its NPDES
permit-or applicable sludge management requirements.

                          APPROVED REMOVAL RATE(S)
                  Pollutant Parameter           Removal Rate
     The Permittee will comply with the following  sampling and reporting
requirements  in order to demonstrate continued adherence to its stated
consistent removal rate and compliance with:
     •  Influent and effluent  sampling, at least once per month or as more
        frequently as necessary  to show consistent  removal

     •  Permittee will report  the results of its influent and effluent
        sampling at least once per year in its annual compliance report or
        more  often as the Approval Authority requires.

     •  [May  be other requirements or stipulations  as deemed necessary by the
        Approval Authority,   (e.g., rolling 12-month average)]

Unless otherwise modified or withdrawn as provided  in 40 CFR 403.7(f)(4), the
authority granted herein shall remain effective until the expiration of this
	 NPDES  permit.

Note:  This sample language  only applies to the approved removal rates, and
       does not apply to monitoring that must be performed by the POTW to
       demonstrate compliance  with any toxic limits in the NPDES permit.
                                     D-l
                                                  *H.S. GOVERNMENT PRINTING OFFICE : 1985 0-482-596/32694-

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