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CERI 89-257
   WORKSHOP ON WATER QUALITY-BASED

       PERMITTING, ENFORCEMENT, AND

      TOXICITY REDUCTION EVALUATIONS
         San Francisco, CA -  January 16-17,1990

           Nashville, TN - February 7-8,1990

         Jacksonville, FL - February 27-28,1990

            Dallas, TX - March 13-14,1990

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      U.S. ENVIRONMENTAL PROTECTION AGENCY
  WORKSHOP ON WATER QUALITY-BASED PERMITTING,
ENFORCEMENT, AND TOXICITY REDUCTION EVALUATIONS

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                                    TABLE OF CONTENTS
Section 1
Recent Developments in the NPDES Program 	      1

Section 2
Concepts of Biological Testing 	      11

Section 3
Permit Limit Development	      31

Section 4
Toxicity Limits  	     63

Section 5
Compliance Monitoring and Enforcement	     75

Section 6
Basic Permitting Principles/Introduction  to TREs
Introduction to TREs
TREs in the Permitting and Enforcement Process
TRE Available Guidance	     113

Section 7
TRE Industrial and Municipal Protocols  	    133

Section 8
TIE Overview	     159

Section 9
Guidelines and Review Criteria for TRE  Plans	    187

Section 10
TRE Abstracts and Case Studies  	    193
                                            ill

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               SECTION 1
RECENT DEVELOPMENTS IN THE NPDES PROGRAM
              — 1 —

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 RECENT DEVELOPMENTS
  WATER QUALITY ACT OF 1987
         - SLUDGE
         - STORMWATER
         - 304(L)
  COMBINED SEWER OVERFLOWS
  REVISIONS TO THE TSD
  DOMESTIC SEWAGE STUDY REGULATIONS
 REVISIONS TO THE  TSD
  SCHEDULE:
    • REGIONAL REVIEW   (END 10/10/89)
    • WILLLAMSBURG GROUP REVIEW
        -States      -Interest Groups
         -Industry    -Environmental Groups
    •FEDERAL REGISTER ANNOUNCEMENT
    • BLUE RIBBON PANEL REVIEW
    • FINAL DOCUMENT
  FINAL DOCUMENT AVAILABLE SUMMER '90
REVISIONS TO THE  TSD
MAJOR CHANGES:
 CHAPTER 1: New documentation
            Correlations
 CHAPTER 2: Acceptable ambient concentrations
             Legal basis for AACs
 CHAPTER 3: Streamlined procedures
            Screening
            Bioconcentration
                 -3-

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  REVISIONS TO THE TSD
  MAJOR CHANGES:

     CHAPTER 4:  Mixing Zones
                  Bioconcentration

     CHAPTER 5:  More user-friendly!
     CHAPTER 6: Permitting and Enforcement
                   Principles
Surface Water Toxics Control Program
  Activities Conducted Under §304(1)
         Develop
        Preliminary
         lists of
         waters:
         (A) (I)
         (A) (II)
         (B)
                 Develop controls under
                existing CWA authorities for
                 (A) (I) and (A) (II) waters
             Develop Water
            Quality Assessment
            Plan (as necessary)
Opportunity for State
   to correct
 deficient submlttal
                     -4-

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           Interrelationship of Waters Listed Under
            Section 304(1) of the Clean Water Act
    MINI LIST
     (A)(l):

  Control actions
  include use of
  all existing
  CWA
  authorities for
  toxic pollutants.
 LONG LIST
   (AHII):
Control actions
include use of
all existing
CWA
authorities for
all pollutants
and all waters.
 SHORT LIST
    (B):

Control actions
require
Individual
Control
Strategies.
304(1)

      "LONG LIST"

            - 17,576 waters listed

            - Range 0 to 1745, average 304

             -  Most east of Mississippi River

      "MINI LIST"

            - Few waters listed

      "SHORT LIST"

            -  595  waters listed
                         -5-

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   304(1)

    "C LIST"

      o 879 POINT SOURCES

       o 625 INDUSTRIALS

            - 134 METAL FINISHING
            - 94 PULP & PAPER
            - 55 NATURAL GAS
            - 22 ORGANIC CHEMICAL
            - 21 PETROLEUM REFINING

       o 240 MUNICIPALS

       0 14 FEDERAL FACILITIES


     oiCSs REQUIRED
           Individual Control Strategies

    • All known water quality problem waters impaired by
      §307(a) toxics due entirely/substantially to point source
      discharges require an ICS (Short List)

    • An ICS is a NPDES permit plus documentation (i.e.,
      TMDLs/WLAs and other rationale)

    • An ICS is to produce a reduction in the discharge of
      §307(a) toxic pollutants and achieve State WQ standards
      within 3 years

    • Effluent toxicants, ammonia, and chlorine must also be
      controlled by permits under other CWA authorities
3O4(l)-Changes  to 4O CFR 122.44
 SUBSECTION (d) - WATER QUALITY
 STANDARDS AND  STATE REQUIREMENTS


    - WATER QUALITY-BASED PERMIT LIMITS
    FOR SPECIFIC  TOXICANTS

    - WHOLE EFFLUENT TOXICITY LIMITS
    WHERE NECESSARY TO  ACHIEVE
    STATE WATER QUALITY  STANDARDS
                      -6-

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 Section  122.44(d)(l)(i)
   ALL POLLUTANTS THAT CAUSE,
   HAVE THE REASONABLE POTENTIAL
   TO CAUSE OR CONTRIBUTE TO AN
   EXCURSION ABOVE A WATER QUALITY
   STANDARD MUST BE CONTROLLED

     - Includes narrative and numerical
     criteria

     - Reflects EPA's approach to water
     quality-based permitting
Section  122.44(d)(l)(ii)

  STATES MUST USE VALID PROCEDURES
  TO DETERMINE WHETHER A DISCHARGE
  CAUSES, HAS THE REASONABLE
  POTENTIAL TO CAUSE, OR CONTRIBUTES
  TO AN EXCURSION
  ACCOUNT FOR:

       - existing controls
       - variability
       - species sensitivity
       - dilution (where allowed)
Section  122.44(d)(l)(iii)
   NPDES PERMITS MUST INCLUDE
   EFFLUENT LIMITATIONS FOR EVERY
   POLLUTANT THAT CAUSES, HAS THE
   REASONABLE POTENTIAL TO CAUSE
   OR CONTRIBUTES TO AN EXCURSION
   ABOVE A NUMERIC WATER QUALITY
   CRITERION
                 -7-

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  Section  122.44(d)(l)(iv)
     NPDES PERMITS MUST INCLUDE WHOLE
     EFFLUENT TOXICITY LIMITATIONS
     WHEN A DISCHARGE CAUSES, HAS THE
     REASONABLE POTENTIAL TO CAUSE,
     OR CONTRIBUTES TO AN EXCURSION
     ABOVE A STATE NUMERIC CRITERION
     FOR WHOLE EFFLUENT TOXICITY
I
  Section 122.44(d)(l)(v)
    WHEN A DISCHARGE CAUSES, HAS THE
    REASONABLE POTENTIAL TO CAUSE,
    OR CONTRIBUTES TO AN EXCURSION
    ABOVE A STATE NARRATIVE WATER
    QUALITY CRITERION, THE PERMIT
    MUST CONTAIN LIMITATIONS ON
    WHOLE EFFLUENT TOXICITY

       - unless chemical specific limitations
       are demonstrated to be sufficient
       to achieve all applicable water
       quality standards

  Section 122.44(d)(l)(vi)
    WHERE AN ACTUAL OR PROJECTED
    EXCURSION ABOVE A WATER QUALITY
    CRITERION IS ATTRIBUTABLE TO A
    PARTICULAR POLLUTANT FOR WHICH
    THE STATE HAS NOT ADOPTED WATER
    QUALITY CRITERION, THE PERMIT MUST
    CONTAIN WATER QUALITY-BASED
    EFFLUENT LIMITATIONS TO CONTROL
    THE POLLUTANT OF CONCERN

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  Section  122.44(d)(l)(vi)
  THREE OPTIONS:


     (1) CALCULATE NUMERIC CRITERION
     FOR THE POLLUTANT;

     (2) USE EPA's WATER QUALITY
     CRITERION FOR THE POLLUTANT; OR

     (3) ESTABLISH EFFLUENT LIMITATIONS
     ON AN INDICATOR PARAMETER
  Section  122.44(d)(l)(vi)

  IF AN INDICATOR PARAMETER IS USED,
  FOUR PROVISIONS MUST BE MET:

     (a) The permit must identify which
     pollutants are intended to be controlled
     by the indicator parameter;
     (b) The fact sheet must set forth the
     basis for the limit;
     (c) The permit must require monitoring
     to show continued compliance with the
     water quality standards; and
     (d) The permit must contain a reopener
     clause allowing for changes (as needed) to
     achieve water quality standards
3O4(l)-Changes to 4O CFR 122.44
  SUBSECTION (d) - WATER QUALITY
  STANDARDS AND STATE REQUIREMENTS
   - WATER QUALITY-BASED PERMIT LIMITS
   FOR SPECIFIC TOXICANTS

   - WHOLE EFFLUENT TOXICITY LIMITS
   WHERE NECESSARY TO ACHIEVE
   STATE WATER QUALITY STANDARDS
                  -9-

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           SECTION 2
CONCEPTS OF BIOLOGICAL TESTING
              -11-

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O 38 States require Industries to conduct loxicity testing.

® 27 States require municipalities to conduct toxlcity testing.

6 Toxlctty testing is required in 1343 industrial permits.

0 Toxlctty testing is required in 597 municipal permits.

0 Biological toxfcHy testing requirements are few or non-existent In the mid-
   western and western States.

• Effluent toxlcity limits are In Industrial permits In 14 States and are found
   In 39 percent of the Industrial permits that require biological testing.

O Effluent toxlcity limns are In municipal permits in 10 States and are found
   In 78 percent of the municipal permits that require biological testing.

016 States have a toxicfty testing requirement in Industrial permits only.

• 8 States do not require effluent biological testing.

•  19 States project that as new permits are issued, or as existing permits
    are reissued, all major and significant minor permits will contain bio-
    logical testing requirements.

®  15 States require biological loxicity testing in SO percent or more of their
    major industrial permits.  California. Virginia, and West Virginia require
    biological testing in all of their major industrial permits and in some
    minor permits.

$  6 States require biological loxicity testing in SO percent or more of their
    municipal permits. New Jersey requires biological testing In all of their
    major municipal permits and in some minor permits.

0  10 States have TRE programs and 13 additional States are beginning
    such programs.

&  5 States have (or will have within one year) biological laboratory
    certification programs.

•  16 States operate mobile biological laboratories for flow-through or
    chronic biological testing.

®>  29 States have the capabilities for conducting definitive acute or chronic
    toxlcity tests.

•  33 States conduct receiving water macroinvertebrate or fish assessments
    related either to special study pollution investigations or to provide trend
    monitoring determinations.
                              -13-

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-------
     1. PCTWWTACB OF M*xm MMCTRIAU PERMM WITH
        TOXICITY TESTING REQUIREMENTS
TOME 2. PERCENTAGE OF MAJOR MUNICIPAL PEfflMTS
       WITH TOXICITV TESTING REQUIREMENTS
    FIGURE 3. NUMBER OF PERMITS WITH TOXICITY LIMITS
                        -17-

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            BASIS FOR USING
THE WHOLE EFFLUENT APPROACH
    U.S. EPA POLICY LANGUAGE

   "WHERE VIOLATIONS OF WATER QUALITY STANDARDS
   ARE IDENTIFIED OR PROJECTED, THE STATE WILL
   BE EXPECTED TO DEVELOP WATER DUALITY-BASED
   EFFLUENT LIMITS FOR INCLUSION IN ANY ISSUED
   PERMIT.... WHERE THERE IS A SIGNIFICANT LIKELIHOOD
   OF TOXIC EFFECTS TO BIOTA IN THE RECEIVING WATER.
   EPA AND THE STATES MAY IMPOSE PERMIT LIMITS ON
   EFFLUENT TOXICITY AND MAY REQUIRE AN NPDES
   PERMITTEE TO CONDUCT A TOXICITY REDUCTION
   EVALUATION."
        sooner 4f peoMAt P-f GISTES loirttMARCH itso
                     DETERMINING
                   EFFLUENT TOXICITY
   COMPARE WITH HEALTH
 AND OTHER ENVIRONMENTAL
        CRITERIA
   PROBABLY
   NOT TOXIC
PROBABLY
 TOXIC..
  TOXIC

DUPLICATE
 BIOASSAY -

  TOXIC
/
                   TOXICITY HEDUCATION
                      EVALUATION
                                         NOT TOXIC
                                       NOT TOXIC
                ACUTE TESTS
      • ENDPOINT: MORTALITY
      • DURATION: 96 HOURS FOR FISH, 48 HOURS
        FOR SOME INVERTEBRATES
      • SPECIES USED: FATHEAD MINNOWS, DAPHNIA »pp.,
        MYSIDS, TROUT, ETC.
      • CONCENTRATION SERIES: EITHER 100% ONLY OR,
        e.g. 100%, 50%, 25%, 12.5%, AND 0% SERIES
      • ADVANTAGES: -- »TATOA«OIZEO PHOTOCOL
                   •• MPK) AND INEXPENSIVE
                   -- EWPOMT it EAir TO oumriry
      • DISADVANTAGES:-- INDICATES ONLY PATAL CONCENTRATION*
                     •- WOMKt ONLY POM FAST ACTING CHEMICALS
                     -- MAY NOT P.EFLECT MEAL-WOULD EXPOSURE
                 CHRONIC TESTS

      • ENDPOINT: MORTALITY, GROWTH, REPRODUCTION, ETC.
      • DURATION: WHOLE LIFE CYCLE OR CRITICAL PORTION
        OF LIFE CYCLE
      • SPECIES USED: FATHEAD MINNOWS, DAPHNIA ipp.,
        CERIODAPHNIA tpp., MYSIDS, TROUT, ETC.
      • ADVANTAGES: •-MOKE SENIITIVE THAN ACUTI Tttrs
                   - AIIEItll FMAMTtm OTMM THAN DEATH
                   - MAT P.CPLECT MAL-WOHt.0 CONCIHTMTIONI
      • DISADVANTAGES:- MUCH MOM comv AND TM-WTIHIIVE
                      - MO«E EENIITIVE TO LOW-LEVEL CONTAMMATIOH
                     -18-

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LC -THE POLLUTANT CONCENTRATION AT WHICH 50 PERCENT
 50 OF THE TEST ORGANISMS ARE KILLED WITHIN A SPECIFIED
   TIME

NO6C—THE HIGHEST EFFLUENT CONCENTRATION AT WHICH NO
     OBSERVED EFFECT WILL OCCUR AT CONTINUOUS EXPOSURE
     TO TEST ORGANISMS
          VARIABILITY IN

    TOXICITY TEST RESULTS

       SPECIES USED
       STRAIN OR SOURCE OF TEST ORGANISMS
       CONDITION OR HEALTH OF THE ORGANISMS
       TEST CONDITIONS
        • TEMPERATURE
        • O.O.
        • POOD
        • WATER OUAUTV
        • ETC.
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      VALUES FOR AMMONIA
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                                                            RELATIVE  SENSITIVITY
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                                                        FATHEAD
                                                        COHO
                                                        CHINOOK
                                                        RAINBOW
                                                        BLUEGILL
                                                        LARGEMOUTH
                                                        D. MAGNA
                jAJWMONIA
                   23
                   11
                   10
                    5
                    8
                   12
                   15
                 N=35
DDT
         COPPER
34
28
27
22
18
3
9
N=42
20
7
4
5
36
37
1
N=42
                                                                  SUverside (Merndja)
                                         -19-
Anatomy of female Oaphnia pule« (De Geer), X70; A, antenna; BC,
brood chamber; H, heart; INT, intestine; L, legs; 0V, ovary; P,
DOStabdomen; PC, postibdominal claw. (FromPen.nak, 1978).

-------
  Lateral and dorsal  view of a typical  mysld.
Fathead minnow:  adult female (left) and breeding male
(right).
           LC50
  TEST PROCEDURES
  • TYPE OF TEST
      • ITATK. MINI WAL, FIOW-THNU
  • NUMBER OF CONCENTRATIONS
      - 100, SO, U. 129. l.», 0
  • NUMBER OF SPECIES
      - 3 KCCOMMCMOCD
  • NUMBER OF ORGANISMS
      - 20MCOMMCNDED
  • DUPLICATIONS
  • AGE OF ORGANISMS

  • TEST CONDITIONS
     • OUMTION
      • CUTI 24. 41. tfh
      CHMOMC 7,14. 2t<
     - IFFICT MMItniO
      MMTAIITT, HATCMNO. HImOOUCTION, OKOWTH
     - CHAMn IOADMO
      I| IL FUOW-IHUU
      O.lf II. STATIC
     - 0.0.» 40% SATURATION
             LC50
     DATA ANALYSIS

   • DETERMINE TYPE OF ANALYSIS
   • DEVELOP TABLE OF DATA
   • DEVELOP GRAPH
   • DETERMINE LCSO
   • DETERMINE CONFIDENCE INTERVALS
                -20-

-------
                            VOCABULARY
EMBRYO-LARVAL-THE LIFE STAGE JUST AF-
TER HATCHING

JUVENILE-THE LIFE STAGE WHERE THE OR-
GANISMS LOOK LIKE THE ADULT BUT ARE NOT
REPRODUCTIVELY MATURE

TERATOGENIC-CAPABLE  OF  CAUSING AB-
NORMAL DEVELOPMENT  OF THE BODY OR
BODY PARTS

MUTAGENIC-CAPABLE  OF CAUSING OR IN-
DUCING A GENETIC MUTATION

LETHALITY--PERTAINING TO DEATH

CHRONIC TEST-MEASURES LONG TERM EF-
FECTS (GROWTH, REPRODUCTION)

ACUTE_IEST-MEASURES SHORT TERM EF-
FECTS (MORTALITY)

ALGAE-ANY NUMBER OF SIMPLE  AQUATIC
PLANTS POSSESSING CHOROPHYLL  AND
CAPABLE O"7 CARRYING ON PHOTOSYNTHESIS
QAPHMASPP-A SPECIES OF WATER FLEA

COT/QO^MASPP-ASPECIESOFWATERFLEA

GLADQCERAN-ANY MEMBER OF THE CLADO-
CERA, AN ORDER OF BRANCHIOPOD CRUSTA-
CEANS THAT INCLUDE THE WATER FLEAS.

STAIIC_TEST-TEST WATER IS NOT CIRCU-
LATED OR EXCHANGED

STATIC  RENEWAL TEST-TEST  WATER IS
EXCHANGED FOR NEW WATER AT SPECIFIC
INTERVALS

FLQWJLHRQUGHLTEST-TEST WATER IS CON-
TINUOUSLY CIRCULATED IN AND OUT OF THE
TEST CHAMBER

NEQNATE--RECENTLY  HATCHED  CLADO-
CERAN
               CEB10JDABMN1A SURVIVAL AND REPRODUCTION

            o SCOPE OF TEST-MEASURES THE CHRONIC TOXICITY OF WHOLE
              EFFLUENTS TO THE CLAOOCERAN, CERIODAPHNIA DUBIA, DURING
              A 7-DAY, STATIC RENEWAL EXPOSURE.

            O SUMMARY OF METHOD-CERIODAPHNIA ARE EXPOSED IN A STATIC
              RENEWAL SYSTEM FOR 7 DAYS TO DIFFERENT CONCENTRATIONS
              OF EFFLUENT OR RECEIVING WATER. TEST RESULTS ARE BASED ON
              SURVIVAL AND REPRODUCTION. IF THE TEST IS CONDUCTED
              PROPERLY, THE CONTROL ORGANISMS SHOULD PRODUCE THREE
              BROODS OF YOUNG (10-35 NEONATES/BROOD) DURING THE 7-DAY
              PERIOD.

            o END POINT-CEB1QQAPHNJA MORTALITY AND REPRODUCTION

            0 TEST OBSERVATIONS-FIRST BROOD ON THIRD DAY IS 2-5 YOUNG,
              THEREAFTER A BROOD OF 10-35 NEONATES IS RELEASED EVERY
              36-48 HOURS.
              -MORTALITY AND/OR NUMBER OF YOUNG PER ADULT FEMALE ARE
              RECORDED DAILY.
             o NUMBER AND AGE OF ORGANISMS-60 NEONATES < 4-H OLD
              AT ™LBEGINNINQ °F THE TEST (1° 0nQANISMS/CONCENTRATION
              + CONTROL),

             o TERMINATION OF TEST-ALL OBSERVATIONS MUST BE COMPLETED
              IN 7 DAYS (± 2-H) AFTER INITIATION OF TEST.

             o DATA ANALYSIS-TOTAL NUMBER OF YOUNG PER ADULT FEMALE l«?
              DETERMINED UNTIL DEATH OR END OF TEST WHICHEVER^oils
              FIRST. CALCULATE MEAN NUMBER OF YOUNG PER ADULT FEMAll
              5 "T£ ASSES'?*™11 T0 PROVIDE A ^S^iSSSSf
              OF THE TOXICANT'S EFFECT ON MORTALITY AND REPRODUCTION.

                                   METHODS MANUA>- TOR DETAILED
                                   -21-

-------
       1ULI  1.  SU«HA«» Of  MCOWEIIDEO TEST CONOITIOHS FOR Ct»IOO»>">l>
                iUHVlVAl AND RtHOOuCTtON TEST
1. Tilt typi:
2. Twptraturi (»C):
3. Llgnt Quality:
4. llgnt Intimity:
S. PnotoptMod:
6. Tut vissil i1ti:
7. Tlst solution volume:
8. fttnwal of tilt concintratlons:
9. Agi of tilt organisms:
. 10. Hunbir of tist organisms
par cnamar:
11. Nunoir of replicate
chaMtiri pir triatjmnt:
12. feedlnj regliM:
13. Alratlon:
14. Dilution netir:
IS. Dilution factor:
It. Tut duration:
17. Cfficts Maiurid:
Static rin<«al
zs • 1°:
AMlint laboratory llgnt
10-20 ut/m2/l, or 50-100 ft-c
(anolant laboratory llveli)
1C n llgnt, a n dm
30 M.
IS H.
Dally
LIIS tnan 24 n; and all reliasid
witmn a 4-n period
1
10
Flld 0.1 n. food Iuspms1on/l5 it.
dally
none
ftadiretily Hard itandard «tir,
rtcilvlng peter, otner turfact
•atir, or ground natir vttn nardMSS
ilallar to receiving «etir
Appro.lwtily 0.3 or 0.5
7 days
Survival and riproductlon
          TABLE 2.  DATA FROM CEBlOM'HUIt ErfiUENT TOXICITr TEST

Effl
Cote


Cont










Day RspMeiu
no.
3
4
5
5
7
A e c
ooo
2 2 4
9 2 9
569

0
0
0
0
6

E
0
f
9
0
1
F C
> 0
- 2
- 0
' 3
_-, J
H
0
6
6
5

I
0
1
2
)!

J
0
4
9
10

Total
Llvt
Young
0
27
46
55

HO.
Lfvi
Adults
9
0
9
9
9
Holt Young
8/An,
One Adult
0
£
9
11
10
12.01
25.01
3
4
5
6
7

3
4
S
6
7

3
4
5
6
7
3
4
S
6
7
3
4
S
£

0
2
9
g
5
77
0
2
3
10

TT
0
2
2
9
TT
0
0
1
8
71
0
X
•

0
4
5
3
3
TS
0
1
4
8
12
TT
0
4
8
2
T!
0
4
8
4
TT
0
0
»

0
1
2
6
12
7T '
0
2
2
6
10
7ff ;
0
2
0
2
-T •
0
2
0
8
TT '
0
0
l»

&
0
0
2
4
T
0
4
9
9
2
2T
0
2
2
3
T?
0
2
2
)
•ff
0
0
X

0
4
i
8
3
TT
0
4
11
0
0
IT
0
0
4
10
T£
0
2
3
10
TT
0
X
•

0
2
13
8

TT
0
8
6
3
6
U
0
1
2
6
77
0
0
3
10
7J
0
1
•

0
2
2
10
9
7J
0
2
2
6
11
TT
0
2
2
e
TT
0
1
0
s
10
T5-
0
0
X

0
3
8
0
0
TT
0
0
4
10
8
77
0
0
4
6
TT
0
2
2
10
11
0
X
•

0
2
2
6
13
73
0
4
8
B

75
0
4
e
2
7?
0
1
3
6
T§
0
0
X

0
2
2
6
1?
77
0
3
6
3
6
TS
3
2
8
4
7T
0
4
0
7
Tff
0
0
X

0
22
51
55

if!
0
30
55
63

2TJ
3
19
38
SZ

0
18
22
71
87
0
0
1
n
10
10
10
10
10

10
10
10
10
10

10
10
10
10
'0
10
10
10
10
10
10

1
0
n
0
4
13
10
13

0
a
11
10
12

3
4
B
10
13
0
4
8
10
12
0
0
1
0
n
> • dad adult, no young producid Before diatn.
!' • deed adult; oni young producid Before diatn.
Note: oiyi 1  and 2 art not Included because young  oiri not producid until
       the third day.  Adult wrtallty on not recorded for days 1 and 2.
                                    -22-

-------
                FATHEAD MINNOW (PIMEPHALES PROMELAS)
                                   LARVAE
            O SCOPE OF TEST-ESTIMATE THE CHRONIC TOXICITY OF WHOLE
             EFFLUENTS TO FATHEAD MINNOW LARVAE IN A 7-DAY, STATIC
             RENEWAL TEST.

            O SUMMARY OF METHOD-LARVAE (PREFERABLY < 24-H OLD) ARE
             EXPOSED IN A STATIC RENEWAL SYSTEM FOR 7 DAYS TO
             DIFFERENT CONCENTRATIONS OF EFFLUENT TEST RESULTS ARE
             BASED ON THE SURVIVAL AND GROWTH (INCREASE IN WEIGHT) OF
             THE LARVAE.

            O END POINT-MORTALITY AND GROWTH (CHANGE IN WEIGHT) OF
             THE LARVAE.

            0 NUMBER AND AGE OF ORGANISMS-150-300 PER TEST; THREE
             SEPARATE SPAWNS; <24-H OLD.
           o TERMINATION OF TEST-AFTER 7 DAYS THE LARVAE IN EACH
             CHAMBER ARE PRESERVED AS A GROUP. LARVAE ARE RINSED,
             OVEN DRIED (100° C FOR >2-H) AND WEIGHED (0.1MG).

           O DATA ANALYSIS-MORTALITY AND MEAN WEIGHT OF LARVAE FOR
             EACH CONCENTRATION ARE COMPARED TO CONTROLS AND
             STATISTICALLY SIGNIFICANT (P = 0.05) DIFFERENCES DETERMINED.

           O CALCULATIONS-SEE CHRONIC METHOD MANUAL FOR DETAILED
             DISCUSSION.
     TABLE 2.  SUMMRV OF SURVIVAL AHO GROWTH DATA OF FATHEAD MINNOW LARVAE EXPOSED FOR
             SEVEN DAYS TO SOOIUH PENTACHLOROPHENATE
Test
Cone.
No.
,
2
3
4
5 "
6
NaPCP
Cone.
(U9/L)
Control
32
64
128
256
512
Proportion of
Survival In
Replicate Chambers
A
1.0
0.8
0.9
0.9
0.7
0.4
B
1.0
0.8
1.0
0.9
0.9
0.3
C
0.9
1.0
1.0
0.8
1.0
0.4
0
0.9
0.8
1.0
1.0
0.5
0.2
Mean
Prop.
Surv.
0.95
0.85
0.975
0.90
0.775
0.3256
Ave Dry Ugt (ng) In
CV> Replicate Chambers
<*)
6
12
5
9
29
29
A
0.711
0.646
0.669
0.629
0.650
0.358
B
0.662
0.626
0.669
0.680
0.558
0.543
C
0.718
0.723
0.694
0.513
0.606
0.488
0
0.767
0.700
0.676
0.672
0.508
0.495
Mean
Dry Mgt
(-9)
0.714
0.674
0.677
0.624
0.580"
0.47lb
CV
(*)
6
7
2
12
II
17
•Coefficient of variation (standard deviation X lOO/man).
Significantly different fro* control (P • 0.05).
                                   -23-

-------
      ALGAL (SELENASTRUM CAPRICQRNUIUM)
                   GROWTH TEST
o SCOPE OF TEST-MEASURES THE CHRONIC TOXICITY OF WHOLE
  EFFLUENT TO THE FRESH WATER ALGA, SELENASTRUM
  CAPRICORNUTUM. DURING A 4-DAY STATIC EXPOSURE.

o SUMMARY OF METHOD-A SELENASTRUM POPULATION IS EXPOSED
  IN A STATIC SYSTEM TO A SERIES OF EFFLUENT CONCENTRATIONS
  FOR 96-H. THE RESPONSE OF THE POPULATION IS MEASURED IN
  TERMS OF CHANGES IN CELL DENSITY (CELL COUNTS PER ML),
  BIOMASS, CHLOROPHYLL CONTENT, OR ABSORBANCE. BY
  EXTENDING THE TEST TO 14 DAYS, IT MAY BE USED TO MEASURE
  THE ALGAL GROWTH POTENTIAL OF WASTEWATERS AND
  SURFACE WATERS.

o WHAT IS THIS7-SELENASTRUM IS A UNICELLULAR COCCOID GREEN
  ALGA.
O END POINT-CELL COUNTS OR CHLOROPHYLL CONTENT OR
  TURBIDITY (LIGHT ADSORBANCE). REGARDLESS OF THE METHOD,
  TEST SOLUTIONS SHOULD BE CHECKED UNDER THE MICROSCOPE
  TO DETECT ABNORMALITIES IN THE CELL SIZE OR SHAPE.

O METHODS OF MEASURING THE END POINT

  (1) COUNTING-AUTOMATIC PARTICLE COUNTER; COUNTS EACH
     CELL PASSING THROUGH AN APERATURE BY MEASURING A
     CHANGE IN VOLTAGE. CELLS MAY BE MANUALLY COUNTED,
     MINIMUM OF 400 CELLS PER REPLICATE.

  (2) CHLOROPHYLL CONTENT-CHLOROPHYLL MAY BE MEASURED
     IN-VIVO FLUOROMETRICALLY OR SPECTROPHOTCMETRICALLY.
     FLUOROMETRIC MEASUREMENTS ARE RECOMMENDED
     BECAUSE OF SIMPLICITY AND SENSITIVITY.
       ALGAL (SELENASTRUM CAPRICORNUTUM)
               GROWTH TEST(Continued)

 o METHODS OF MEASURING THE END POINT

   (3) TURBIDITY(ABSORBANCE)- A SPECTROPHOTOMETER IS USED
     TO DETERMINE THE TURBIDITY, OR ABSORBANCE, OF THE
     CULTURES AT A WAVE LENGTH OF 750 NM. VOLUME, SIZE, AND
     PIGMENTATION OF THE ALGAE CAN AFFECT THE RESULTS;
     CALIBRATE TO ESTABLISH A RELATIONSHIP BETWEEN
     ABSORBANCE AND CELL DENSITY.

   (4) BIOMASS-ALGAL GROWTH POTENTIAL RESULTS MAY BE
     EXPRESSED AS A MG DRY WEIGHT ORGANIC MATTER/LITER.
     BIOMASS CAN BE CALCULATED FROM CELL COUNTS AND
     MEAN CELL VOLUMES, OR CAN BE MEASURED DIRECTLY BY
     GRAVIMETRIC METHODS.

 o NUMBER AND AGE OF CELLS-10,000 CELLS/ML/DILUTION AND
   REPLICATE FROM 4 TO 7 DAY STOCK.

 o CALCULATIONS-SEE CHRONIC METHODS MANUAL FOR DETAILED
   DISCUSSION
                         -24-

-------
TABLE 3.
                 OF RECOMMENDED TEST  CONDITIONS FOR THE ALGAL GROWTH TEST
    1. Test type:
    2. Temperature:
    3. Light quality:
    4. Light Intensity:
    5. Photoperlod:
    i. Test flask size:
    7. Test solution volume:
    6. Age of stock culture
        used for Inoculum:
    9. Initial cell density:
   10. Number of replicates
       per concentration:
   11. Shaking rate:
   12. Dilution water:
   13. Dilution factor:
   14. Test duration:
   IS. Effect neasund:
   16. End po1nt(s):
Static
24 £ 2°C
•Cool white* fluorescent lighting
86 i 8.6 uE/m2/s (400 +. 40 ft-c)
Continuous Illumination
125 nL or 250 mL
SO M. or 100 it

4 to 7 days
10,000 cellS/mL
3
100 cpm continuous,  or twice daily
by hano
Algal stock culture  medium without
EDTA, or surface water
Approximately 0.3 or 0.5
96 h
Growth (cell counts, chlorophyll
fluorescence, absorbance, biomass)
EC1, NOEC. S(S)
  TABLE 4. SAMPLE DATA FROM ALGAL TOXICITY TEST WITH CADMIUM CHLORIDE
Toxicant
Concentration
(uo Cd/L)
0 (Control)


5


10


20


40


80


Growth
Response:
Cells/m
1000
1209
1180
1340
1212
1186
1204
826
628
816
493
416
413
127
147
147
4g.3
40.0
44.0
Cells/mL
"TOT
Uosio)
3.082
3.072
3.127
3.084
3.074
3.081
2.917
2.798
2.912
2.693
2.619
2.616
2.104
2.167
2.167
1.693
1.602
1.643
Percent
Inhibition
of Growth
1(»)

0


3.4


39.1


64. S


88.7


96.4

                                -25-

-------
        CONCEPTUAL APPROACH

                  IWC < NOEC

  WHERE: IWC - INSTHEAM (RECEIVING WATER)
           WASTE CONCENTRATION, EXPRESSED AS
           PERCENT WASTE

     NOEC • NO-OBSERVED-ElfECT LEVEL,
           EXPRESSED AS PERCENT OF WASTE
              LC  OR NOEC
                 50
                  7Q10
      LOWEST AVERAGE DAILY FLOW DUPING ANY

   CONSECUTIVE SEVEN DAYS IN ANY TEN-YEAR PERIOD
   TOXICITY TESTING COSTS


          TEST               COST

  41-tWU" MMMU ACUTI imTCI          Mil-loo
  • ••MOW »TMUMNNOWt«CUTf (IMTIC)    1101-10
  I4-MOU* ITT leMINMO TIIT           1111-10
  • •-MOUR ITT MPMTIVt (niHI           ••••-•0
  • •-MOW) ONWTCn.OW-TMIOMN          M.lll- 001
  7-OAT CnnMHOM CHRONR          (1.1II- •••
  7-0»T MTMADMMMOWCMIOHIC         I1,t0l- •••
  J1-01Y OIPHNWCMOMC             li.lll- 000
          VARIABLE SPECIES COST
               STATIC ACUTE


                DAPHNIDS   MINNOW

24-HR SCREENING 250         400
                   150         250
                   200         400
                   250         400

 48-HR DEFINITIVE 500        1000
                   450         625
                   300         700
                   500        1000
                  -26-

-------
TEST CONDUCTED AT CENTRAL LABORATORY
 COST RANGE (t)      NO. LABORATORIES CONOUCTIN
                        STATIC TEST
                  SCREENING      DEFIMITIV

  1-100                 |              '
  101-200                ?              «
  201-300                '              °
  301-400                7              I
  401-600                4              3
  S01-600                 '              ,
  (01-700                 '              I
  701-«00

  TOTAL UBS            **              M
  MEAN COST
                     238
  COST RANGE         5°-s00
 TEST CONDUCTED AT CENTRAL LABORATORY

   NO. LABORATORIES CONOUCTIN3 SHORT-TERM CHRONIC TES

COST RANGE ($)   OAPHNIOS  MINNOW  MINNOW   AGP
                        LARVAL  EMBRYO .

    201-500        4        21*
    M1-WM        2        t       22
   101-1100        2        3       42
   1101-1400        7        21       2
   1401-1700        2        4
   1701-2000        •        1  '     4
   2001-2300        1        •
   2301-2000        •        11"
 TOTAL LABS       It       14       13      11
 MEAN COST      1087      1220     160S     737
 COST RANGE   3004200    400-2SOO  4004800  200-1400
     PRECISION FOR INORGANIC ANALYSIS
     AT LOW END OF MEASUREMENT RANGE

  MEASUREMENT        "LABS          CV
      Al                 21           154
      Cd                55           357
      Cr                 47           105
      Cu                66            81
      Fe                54           575
      Pb                60            88
      Mn                55           245
      Hg                76           131
      Ag                50            17.6
      Zn                86           371
      BOO               58            33
      COD               58            34
      TOC               21            80

          REFERENCE EPA 600/4 - 79 - 020

  TEN LABORATORY ROUNDROBIN PRECISION
 TESTS FOR FATHEAD 7-DAY EFFLUENT TEST
         (ALL VALUES AS % EFFLUENT)
               301        401         501
   LAB        12        12        12
A
B
C
D
E
F
Q
H
1
J
Mean
STD D»v
CV
.72
.92
—
.3
.66
.5
.47
1.1
—
1.6 1
.759
.367
48
.8
.76
~
.48
.64
.41
.6
.68
—
.5



36 47
43 32
41 51
39 43
23 29
— 26
32 46
30 39
50 61
73 80
42.6
13.7
32
.52 .9
3.3 2.7
5.6 5.1
.96 .82
„
.84 .83
3.0 2.5
2.7 1.8
3.5 4.2
1.6
2.4
1.57
66
                    -27-

-------
           PRECISION OF EFFLUENT
               TOXICITY TESTS
•LABS
SPECIES
TESTS
EFFECT
CV(%)
9
3
3
2
1
2
3
10
10
D. magna
D. magna
Fathead
Fathead
Cerlodaphnla
D. pulex
D. magna
Fathead
Fathead
18
18
3
4
7
2
3
60
60
LC50
LC50
LCSO
LC50
Chronic
LCSO
LCSO
LCSO
Growth
28.5
49
12
26
0
7
7
33
49
       BIOMONITORING CONTRACT DATA
LAB
A
B
D
E
F
J
K
M
N
0
MEAN
C.V.

EFFLUENT LCSO (%)
5.1
8.7
8.6
6.5
1.8
3.8
6.9
6.4
8.2
0.04
5.6
52
REF. TOX. LCSO (%)
33
41
38
39
8.8
35
19
39
27
39
31.0
31.0
37CMINUS LAB 0) 33
     COMPLEX EFFLUENT  TOXICITY

           TESTING  PROGRAM


        B Stream* • 84 Monitoring Location*

        RESULTS:

        • Ambient toxlcity directly correlated to
          stream population impact*

        • Affluent toxicity from Dingle source
          directly correlated to itream impact


          • Stream population also affected
           by temperature, D.O.. pH. etc.
                   -28-

-------
           NORTH CAROLINA STUDY
      43  Point Source Discharge  Sites
No Inatreom Toxicfty Predict
 Impact Noted
                                      Inttream Tax forty Predicted
                                        Impact Noted
                                        No Inalreom Toiicfty Predicted
                                         No Impact Noted  o^y
                       Instreom Toiicity Predicted
                        No Impact Noted
               SALT WATER STUDY
 79 Ambient Stations and 4 Dischargers
     PREDICTED AMBIENT TOXICITY
   6% NO Toxicrrv OBSERVED
                                   NO AMBENT TOXICITV PREDICTED
                                     TOXICITY OBSERVED
                                         PREDICTED AMBIENT TOXICITY
                                           TOXICITV OBSERVED
                                                        14%
                                        NO AWBENT TOXICITV PREDICTED
                                          NO TOXICnv OBSERVED 75.5
                      -29-

-------

-------
        SECTION 3
PERMIT LIMIT DEVELOPMENT
          -31-

-------

-------
      TOXICITY PERMIT
              LIMIT
        DEVELOPMENT
 U.S. EPA POLICY LANGUAGE

"WHERE VIOLATIONS OF WATER QUALITY STANDARDS
ARE IDENTIFIED OR PROJECTED, THE STATE WILL
BE EXPECTED TO DEVELOP WATER QUALITY-BASED
EFFLUENT LIMITS FOR INCLUSION IN ANY ISSUED
PERMIT.... WHERE THERE IS A SIGNIFICANT LIKELIHOOD
OF TOXIC EFFECTS TO BIOTA IN THE RECEIVING WATER,
EPA AND THE STATES MAY IMPOSE PERMIT LIMITSvON
EFFLUENT TOXICITY AND MAY REQUIRE AN NPDES
PERMITTEE TO CONDUCT A TOXICITY REDUCTION
EVALUATION."
     SOURCE: 49 FEDERAL REGISTER 90 17(9 MARCH 1984)
         TOXICITY LIMITS

  1.  TESTING ONLY
      - FREQUENCY: 1 /MONTH TO 4/YEAR
  2.  TESTING WITH LIMIT BUT
      -EXCEEDANCE TRIGGERS MORE FREQUENT
       TESTING
      - EXCEEDANCE TRIGGERS TOXICITY
       REDUCTION EVALUATION
  3. ACUTE LC50LIMIT - MAXIMUM DAY
  4. CHRONIC NOEC LIMIT - MAXIMUM DAY
  5. TSD STATISTIC DERIVATION
      - MAXIMUM DAY/AVER AGE DAY - LC50
      - MAXIMUM DAY/AVERAGE DAY - NOEC

                -33-

-------
     GENERAL WATER  QUALITY-

         BASED  APPROACH

  FROM WATER QUALITY STANDARD
    (never to be exceeded instream concentration)

  1) Determine Wasteload Allocation (WLA)
    (never to be exceeded effluent concentration)

     Assume values for worst-case conditions

  2) Determine Permit Limits such that the WLA
     will not be exceeded as long as:
     - Limits are met
     - WLA assumptions are not violated

      Must consider MONITORING FREQUENCY
       and EFFLUENT VARIABILITY
   PERMIT LIMITS ARE BASED ON


   o A SPECIFIC PROBABILITY LEVEL THAT WILL
     ALLOW DISTINGUISHING NON-COMPLYING
     PLANTS USING IMPERFECT MONITORING

   0 AN ASSUMED NUMBER OF
     OBSERVATIONS PER MONTH
  WHAT A PERMIT WRITER NEEDS TO

WRITE A WATER QUALITY-BASED LIMIT:
  1) PROBABILITY OF PRESENCE

  2) C.V. (FOR 2-NUMBER S.S. MODEL)

  3) WLA CONSISTING OF:

     - FLOWS (EFFLUENT & STREAM)

     - MIXING ZONE

     - CRITERIA

  4) SENSITIVE SPECIES FOR TOXICITY LIMIT

                  -34-

-------
              STATE
WATER QUALITY STANDARDS



   NUMERIC - Use general approach

   NARRATIVE - Must interpret standard
               to use general approach
     (e.g., "No toxics in toxic amounts")
    TSD INTERPRETATION OF
NARRATIVE  "NO TOXICS"   WQS
 NO CHRONIC TOXICITY (in stream for a
    chronic exposure period)

 NO ACUTE TOXICITY (in stream for an
    acute exposure period)
                -35-

-------
      TRANSLATES  TO:
 NO CHRONIC TOXICITY AFTER MIXING
 NO ACUTE TOXICITY WITHIN
     MIXING ZONE* (end of pipe OR
     after initial dilution)
 * Mixing Zone defined by the State
        AT ANY TIME:



1OO% STREAM (after mixing) = NOEC


1OO% STREAM (in Mixing Zone) = LC1
               -36-

-------
       I
       o
       u
                DOSE RESPONSE CURVE

                       ACUTE
                      tear
                   PERCENT EFFLUENT


            LC50 - 3.33 LC1    1/LC50 - 0.3 (1/LC1)
         WLA;
         EFFLUENT

          \FLOWy
STREAM

FLOW
           DURATION
    MAGNITUDE    \   FREQUENCY


      I       \    /
CMC = 0.3 TUfl @ 1hr/3 yrs

CCC = 1.0 TUC @ 4 DAYS/3 yrs
                    STATE MIXING ZONE
   WLA IS A QUANTIFICATION OF AN AMBIENT

   TARGET. IT IS SEPARATE FROM A PERMIT LIMIT.
                        -37-

-------
        WHY

TWO NUMBER CRITERIA
z
o


<
DC
h-
z
UJ
O
z
o
o
&-
z
UJ
m

<
           +
                       +
                                     ZONES


                                    LETHALITY
                               CHRONIC

                                EFFECT
                                  NO

                                EFFECT
    10     20     30

          TIME (DAYS)
        WHY

TWO NUMBER CRITERIA
Z
O


<
DC
I-
z
UJ
o
z
o
o
UJ

m
           +
                       4-
                                     ZONES


                                   LETHALITY
                               CHRONIC

                               EFFECT
                                 NO

                                EFFECT
        10
           20     30

         TIME (DAYS)

              -38-

-------
        WHY

TWO NUMBER CRITERIA
z
o
H
<
DC
H

Ul
O
z
o
o
I-

UJ
m
           -f-
    1O
                  	—h-

               2O      30

              TIME (DAYS)
                                      ZONES


                                    LETHALITY
                               CHRONIC

                                EFFECT
                                  NO

                                EFFECT
            -39-

-------
   SIMPLE DILUTION

CALCULATION METHOD
 TOXICITY IS INVERSELY
  PROPORTIONAL TO
  WET TEST ENDPOINTS
     (NOEC, LC50)
   TOXIC UNITS (TU)
          LC OR NOBC
   TUa = Toxic Units ACUTE

   TU,, = Toxic Units CHRONIC
          -40-

-------
           STEADY-STATE WLA DERIVATION
                   PROCEDURE
     Effluent Toxicify WLA < Criterion X Dilution Factor

       where: criterion = 0.3 TUa for acute toxicity
                        1.0 TU for chronic toxicity
                              c

Dilution factor (d.f.) = the factor by which the effluent is
                     diluted in the receiving water
   (A) When plant's water source is receiving stream

                    d.f. = CT
                           s
                         ^
   (B) When plant's water source is not the receiving stream

                    d.f. = Q.+ Qs
  (C)            Qs = receiving stream design flow
                 Qe = effluent design flow
                         -41-

-------
      TOXICITY PERMIT LIMIT DEVELOPMENT


    FACILITY:	CHEMICAL COMPANY
    LOCATION:	
    PERMIT:-	

    CAL	RIVER: 7Q10-27.3CFS
                1010 • 26.1 CFS
    PLANT FLOW: 247,000 GPD (OUTFALL 001) • 0.31 CFS

    INSTREAM WASTE CONCENTRATION (IWC)

    IWC FOR 7010 (CHRONIC)-	.
     IWC FOR 1010 (ACUTE) <
     ASSUMPTIONS:
     (1) COMPLETE MIXING-
       (MIXING ZONE WOULD RESULT IN MORE STRINGENT LIMITS)
     (2) NO TOXICITY FROM UPSTREAM SOURCES
     (3) ACUTE TO CHRONIC RATIO • 10
     (4) COEFFICIENT OF VARIATION (CV) • O.S
         DETERMINE  WLA
WLA torlclty   = Effluent toxicity never to be
                 exceeded
      Determined at worst-case conditions:
     O      (critical stream flow - low flow)
     Battled
     Qe     (design effluent flow)
                     -42-

-------
o

<
EC


III
O
z
o
o
h-
z
III
IL
IL
III
  • MAN MS. V

   Feralt Unit
                                                      WLA
                                                           A
— *VO MONIM.V

  I'enail Unit
                1M* ITMtMUMT IT J •» It*I. •toWi Mto CV. w«
                                                      WLj
                                                              LTA
                              TIME
                                            CV = O.6
     Figure 5-4.  Relationship of Permit Limits, Wasteload Allocations,

              and Long Ten Average for a Given Coefficient of Variation
                   CHRONIC  WLA


          STEP 1:


          Convert Criteria (100% Stream after mixing =NOEC)
            to TUC   (acts like mg/L)
                   If NOEC = 10O% Stream
             x TUC  - -|g§-  = 1 TUC   after mixing
                              -43-

-------
   CHRONIC  WLA   (cont.)
STEP 2:


Back-calculate WLA
       WLA B 1 TUC  x
     CL, = CL      =7910 low flow for stream
     198  I9s critical

     9 = effluent design flow


     (+ Q, ) is added if source of water thru
           plant is NOT the stream
   SIMPLE DILUTION CALCULATION


 CHRONIC


    WLA  +1.0IWC=1.0(  )=   %
      NOEC



EFFLUENT STATEMENT


 THE NOEC OF THE EFFLUENT USING A

 SEVEN(7) DAY CERIODAPHNIA^pp. TEST

 SHALL BE EQUAL TO OR GREATER THAN   %

 AT ANY TIME. THE NOEC AS REPORTED IN

TOXIC UNITS SHALL NOT EXCEED  TUc.
                -44-

-------
          ACUTE  WLA
 STEP 1:


 Convert Criteria <100% stream ta MMn8 zone =
   to TUa (acts like mg/L)
         If LCj = 100% Stream


           8  k 4°ipr  in Mixing Zone



k = conversion factor for -rW-to -=-i— = 0.3
                     LU1   ^50
                  • 0.3 TUn in M. Z.
              100        a
     ACl/FE WLA   (cont.)


STEP 2:

Back-calculate WLA

     WLA = 0.3 Tl^ x
                            After InlUal Mix
          CL      =1Q10 low flow for stream
          ^critical  M

     9 = effluent design flow

    (+ Q ) is added If source of water thru plant is NOT the stream



    OJR   WLA=0.3TUa    NO Initial Mix
     SIMPLE DILUTION CALCULATION
 ACUTE
    WLA
        LC
          50
                 IWC

                 0.3
EFFLUENT STATEMENT


 THE LC  OF THE EFFLUENT USING
       50

 A 96 HOUR CERLQDAPHNI/Lspp. TEST

 SHALL BE EQUAL TO OR GREATER THAN  %

 AT ANY TIME. THE LC AS REPORTED IN
                  50
TOXIC UNITS (TU) SHALL NOT EXCEED    TUa

                -45-

-------
   SIMPLE DILUTION CALCULATION


jftCUTEJL
-------
             NORTH CAROLINA PERMIT EXAMPLE
                             (Industrial)
  This facility is a textile; plant which has been discharging at this site for more
  than 50 years. Form 2C states that the plant process includes dyeing of
  synthetic (acrylic) fibers (SIC code 22), up to 22,000 Ibs/day. The waste stream
  for the facility; including process water, boiler feedwater, non-contact cooling
  water and sanitary water (120 people); is permitted for 0.1 mgd. The single
  outfall discharge into Smith Creek is 33% domestic waste and 67% industrial
  waste.

  The treatment system is comprised of two vibrating fine screens, an equali-
  zation tank, activated sludge tank, chemical feed, f locculation, clarification and
  disinfection. Plant  wastewater contains the following pollutants (quantity
  unknown): color, ammonia, organic nitrogen, nitrate, nitrite, phosphorus,
  chloride, calcium, fecal coliform, iron, potassium, sodium, zinc, phenols,
  surfactant, and chlorine. The compliance history of the facility is good.
              NORTH CAROLINA PERMIT EXAMPLE
                              (Industrial)
                          PF X  100
              IWC (%) = 	
                         PF  + 7Q10

            WHERE PF = PERMITTED FLOW (cfs) OF FACILITY

                 7Q10 = 10 YEAR, 7 DAY LOW FLOW (cfs)
                         OF THE RECEIVING STREAM


    PERMITTED FLOW = 0.1 mgd ( 0.155 cfs)

                7Q10 = 0.3 cfs
                 IWC = -

                 IWC =.
           NORTH CAROLINA PERMIT EXAMPLE
                           (Industrial)


There must be no observable inhibition of reproduction or mortality at a   %
effluent concentration using a seven day Ceriodaphnia test. Testing shall be
quarterly using 24 hour composite samples and in  accordance with the
methods outlined in the North Carolina Ceriodaphnia chronic effluent bioassay
procedure (revised February 1987).  Sampling shall be done in the months
of March, June, September, and December.

                        -47-

-------
A.  ( ).  EFFLUEOT LIMITATIONS AM) MONITORING REQUIREMENTS  Final
          During  tka  parlod  bagUaln*.  on  tha  affactlva  data  of  tha  paralt  and  luting  tmtll  expiration,   the
          Parnlttoa  la  anthorinnd to dlacmarg*  from oaitfall(a) aarlal nnWiar(a)  001.   Sack dlachargaa  ahall  U  United
          and nwaUtornd by tna rnimltta* aa apwlf lad bvlov:
ItflnaaU Charactariatlen
Flow
100. SDiy, 20 D*|r**t C
Total Suip«nd«d R«ildu*
NH3 •> N
DUiolvcd Onyjin
F«c«l Colifora ((
COD
Sulfld*
fh.no1.
Total Chroviiui
Tavparaturc
Conductivity
Total Nltro(en (NO2
Total Photphoiui
Toilclty
Priority  Pollutants
                                           Placitarita LJaltatlona



I C
lua

tlawn]
•trie






* N03



lk«
Daily *T«.

38.5
91.2

1
•Man)
4J».0
2.4
1.2



* TUN)



14*1 Otbar Dnlta (Spnclfr) Haaau-annnt
Daily Naji. Dally A»«. Dally Max. Fraonancy
0.100 HGD Contlnuoui
72.1 2/nontb
200.9 2/noatb
2.0 ng/1 3.0 ng/1 2/nontb
S.O ng/1 S.O ng/1 Vaakly
1000.0/100 nl 2000.0/100 nl 2/nonth
67S.O 2/nonth
4.8 2/nonth
2.4 2/nonth
0.137 ng/1 2/nontb
Waakly
Vaakly
Quarterly
Quarterly
*• •• Quarterly
*•• *** Annually

>Sani

Typa Location
Recording
Conpoelte
Conpoaite
Conpotlte
Crab
Crab
Conpotlte
Grab
Grab
Coayoilta
Grab
Grab
Conpoiita
Conpoilte
Conpoiita

I or E
t
E
E
I.
E,
E
E
E
E
E,
U,
E
E
E
E



U. 0
U, D




U, D
D




                       * Sa*f>l« location*:   E - Effluant.  I - U flout,  U - Upatrna* at 23rd Straat.  D -  Doimatraaa at
                          IB  Bl«k>»7 U'

                  ••Chronic To«lclty (Carlodaphnla) P/P at 3AX . March. Juna. Saptc-bcr and Dacanbar.  Saa  Part  III.
                    Condition Ho. C.
                      •** CM Part III. Condition No.  I.

           Tb«  pi  .kail  not  b«  l«aa tkan  6.0  atandard  rn.lt.  nor  gr.at.r  than  9.0   atandard  unlta and  aball  ba
           nooltornd waaklj at tba affluant by grab aanpla.

           Tbara ahall b« no dlackaig* of floatU» aollda or vlalbla foan In othat than traca nwonta.
                                                     -48-

-------
                                                 Part  111
                                                 Permit  No. NC0000317
F.  Toxiclty Reopener
    This peral
    Incorporat
    «vcnc toil
    receiving
    in the ree
 •hell be modified, or revoked and reissued  to
 toxiclty liaitationa and aonlterlng requlreaents  in the
icy testing or ether studies conducted on th* effluent or
treaa Indicate that detrlaental effecta eay  be  expected
Ivlng atreaa ao a reault of thia discharge.
C.   Chronic  Toiicity  Testing Requirement

    The  effluent  discharge shall at no tiae  exhibit  chronic  toxiclty
    using  teat  procedures outlined in:

      1.   The Worth  Carolina C££io^aj>£n_ia chronic  affluent bioaaaay
          procedure  (North Carolina Chronic  Bioassay Procedure  - tifcvised
          •February  1987) or subsequent versions.

    The  effluent  concent rat ion at vhieh there  aay  be no  observable
    inhibition  of  reproduction or significant  aortality  is 341  (defined
    as treataent  two  in the North Carolina procedure docuaent). The
    peralc holder  shall perforo quarterly aonitoring using this
    procedure to  establish eoapliance with the perait condition.  The
    first  test  will be  perforeed after thirty  days froa  issuance of  this
    perait during  the eonths of March, June, Septeaber and Dcceaber.
    Effluent aaapling for this testing shall be perforaad  at the NPDES
    peraitted final effluent discharge below all treataent processes.

    All  toxiclty  testing  results required as part  of this  perait
    condition trill be entered on the Effluent  Discharge  Monitoring Form
    (MR-l) for  the aonth  In which it vas perforaed,  using  the
    appropriate paraaeter code.  Additionally, Dr.M Fora  AT-1 (original)
    is to  be seat  to  the  following address:

                        Technical Services Branch
          North  Carolina Division of Environeental  Nanageaaat
                               PO Box 2768?
                  Raleigh.  North Carolina  27611-766?

    Test data uhall ba  eoaplate and accurate and Include all supporting
    cheaical/physleal eeaaureaeata perforaed ia association  with the
    toxieity testa, as  veil  ae all doee/reeponee data.  Total  residual
    chlorine auet ba eeoourad and reported If  chleriae ia  eeployed for
    disinfection  of the vaete eeraaa.

    Should any  teat data  froa this eoaitoring  requireaaat  or tests
    perforaed by  the  North Carolina Division of Envirenaeatal  Manageacnt
    indicate potential  lapaets to the receiving strean.  this pcrnlt  nay
    be reopened and aodlfied to include alternate  aonitoring
    requireaents or llaitations.

                                  -49-

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             NORTH CAROLINA PERMIT EXAMPLE
                               (POTW)

   This facility is a POTW which currently discharges 0.825 MGD through a
   single outfall into Hannah Creek. The application form states that secon-
   dary treatment of wastewater occurs via dual oxidation ditch wastewater
   treatment facility with grit removal, communitor, bar screens, dual clarili-
   ers, chemical feed (lime), tertiary filters, post chlorination, and post aera-
   tion. There are plans to increase the plant capacity to at least 1.0 MGD.
   This facility has an approved pretreatment program.

   The facility receives 76% domestic waste and 24% industrial.
   About 200,000 gpd of wastewater are treated from textile plant which
   makes cotton and synthetic fiber cloths and surgical gowns.

   Occasional noncompliance with various permit parameters; however,
   none were recurring or significant.
            NORTH CAROLINA PERMIT EXAMPLE
                             (POTW)

                  PF X  100
                 PF X 7Q10

     Where PF = Permitted flow (cfs) of facility
         7Q10 = 10 year, 7 day low flow of the receiving stream

  Permitted flow = 1.274 mgd (1.97 cfs)
         7Q10 = 0 cfs (Dry weather stream, effluent dominated)
          IWC =

          IWC =
   State requirements allow a maximum instream waste concentration
   (IWC) of  99%
           NORTH CAROLINA PERMIT EXAMPLE
                            (POTW)


There must be no observable inhibition of reproduction or mortality at a
  % effluent concentration using a seven day Ceriodaphnia lest.  Testing
shall be quarterly using 24 hour composite samples and in accordance
with the methods outlined in the North Carolina Ceriodaphnia chronic ef-
fluent bioassay procedure (revised February 1987).  Sampling shall be
done In the months of March, June, September, December.
                       -50-

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      A. HTUIWT L1MITATKMS MO MONITORING RBQUIWMEWTS - Final Summer:  April 1 - October  31

      During the period beqinninq on the effective date of the permit and  lasting until expiration or
      the permittee IB authorized to discharge from outfall  eerial number  - 001         **P"ation or
      aich discharge shall be limited and monitored by the permittee as epeciTied below:
          Characteristic!)
	 — — -- -..—— ..-...,. .,., v««ninffl>M¥ i.uj.'iii.vtMflliV rKXlltprJng |
H™^?* UbS^?fyl Other units (specify) Measurement
NmtblV Ava. Weekly Awjt Monthly Ay^, Weekly Avgf frequency
F10W . °-*25 MGD ContlnuouB
BOD, 5 Day, -20 C" 5.0 «,/! 7.5^1 to?ly
Total appended Residue** 30.0 »j/l 45.0 mj/1 Daily
^*J M * . 2-0 «q/l 3.0 »q/l Daily
Dissolved Oxyqen (mlniinm) 6.0 i*)/l 6.0 iiq/l Daily
Fecal coltform (geometric mean ) 1000.0/100 ml 2000.0/100 ml Daily
Renidual Chlorine _ ..
Temperature
rotal Nitrogen (NO, + NCV, 4 TKNt
rotal Phosphorus ..• ««
ro»lcity
'riority Pollutants ••«« ••••
Total Lead 0.025 ma/l**««*
v>tal Copper
Vital Zinc

onductivity
miiy
Daily
Monthly
Monthly
Quarterly
Annually
Weekly
Monthly
Monthly
Monthly
Daily
Sample
Recording
Composite
Composite
Confiosite
Grab
Grab
Grab
Grab
Composite
Cojujosite
Composite
Coifxjsite
Conix>site
Conf»!-,ite
Cont>osite
Grab
•Sample
I 01 E
t.E
I.K
B
E, U, D
E, 0, D
E
E, U, D
E
E
E
E
E
E
E
E
U, D
he PH shall  not be less  than «.0 standard units nor greater than 9.0 standards unitu and shall be monitored
ally at the  effluent by  grab sample.



lore shall, r* no ilincliaiqe  of floating sol idn or visible foam in other 'than trac-e am»mt!-,.
               Facility Name.
                                                         Pennii*.
                            CHRONIC TOX1OTY TESTING REQUIREMENT (MONTHLY)


               The effluent discharge shall at no nme exhibit chronic louciry using test procedures outlined in
1 .) The North Carolina Cg
                                           ph"'» chronic effluent bioassay procedure (North Carolina Chron::
                .
               Btoassay Procedure • Revised 'February 1987) or subsequent versions.

               The effluent concentration at which there may be no observable inhibition of reproduction or
               significant mortality is _ % (defined u treatment two in the North Carolina procedure
               document). The permit holder shall perform mondi/v monhoruij using this procedure to establish
               eorepuance with the permit condition. The first test will be performed within thirty days from
               issuance of this permit Effluent sampling for this testing ituJI be performed at the NPDES
               permitted final effluent discharge below til treatment processes.

               All loxiciry testing results required as pan of this permit condition will be entered on the Effluent
               Discharge Monitoring Form (MR- 1) for the month in which it was performed, using the parameter
               code TGP3B. Additionally, DEM Form AT-1 (original) is to be tent to the following address:

                                         Attention: Technical Services Branch
                                                   North Carolina Division of
                                                   Environmental Management
                                                   P.O. Box 27687
                                                   Raleigh, N.C. 27611

               Ten data shall be complete and accurate and include all supporting chemical/physical metsuremenu
               performed in association with the toxicity tests, u well as all dose/response data. Total residual
               chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
               disinfection of the waste stream.

               Should any test data from this monitoring requirement or tests performed by the North Carolina
               Division of Environmental Management indicate potential impacts to the receiving stream, this
               permit may be re-opened and modified to include alternate monitoring requirements or limits.

               NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
               control organism survival and appropriate environmental controls, shall constitute an invalid test
               and will require immediate retesnng( within 30 days of initial monitoring event).  Failure to subrrui
               suitable test results will coniorute a failure of permit condition.
              7Q10	
              Permited Flow.
              IWC*.
               .cfs
                      .MOD
Recommended by:
              Basin & Sub-basin.
              Receiving Stream _
              County	
                                       Date.
                •Chronic Toxicity (Ceriodaphnia) P/f at	%, See Pan	, Condition __.
                                             -51-

-------
Facility Name	 Permit • _


                      ACUTE TOX3OTY TESTING REQUIREMENT
                        Fathead Minnow 48 hr • Monthly Monitoring


The permittee ihall conduct acute toxiciry tens on a monthly basis using protocols defined in
E.P.A. Document 600/4-85/013 entitled The Acute Toxiciry of Effluents to Freshwater and
Marine Organisms". The monitoring shall be performed as a Fathead Minnow (Pimeohiles
prpmela^ 48 hour static rest, using effluent collected u 124 hour composite. Effluent samples for
self-monitoring purposes must be obtained during representative effluent discharge belo* all » asie
treatment. The first test will be performed within ihiny days from issuance of this permit.

The parameter code for this test is TAA6C. All toxicity esting results required u pan of this
permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month
in which it was performed, using the appropriate parameter code. Additionally, DEM Form AT-1
(original) is to be sent to the following address:

                           Attention: Technical Services Branch
                                     North Carolina Division of
                                     Environmental Management
                                     P.O.  Box 27687
                                     Raleigh. N.C. 27611

Test data shall be complete and accurate and include all supporting chemical/physical measuremems
performed in association with the toxiciry tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.

Should any test data from either these monitoring requirements or tests performed by the North
Carolina Division of Environmental Management indicate potential impacts to the receiving stream.
this permit may be re-opened and modified to include alternate monitoring requirenvjits or limits

NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesnng(withui 30 days of initial monitoring event). Failure to subrrui
suitable test results will constitute a failure of permit condition.


7Q10	cfs
Permitted Flow	MGD              Recommended by:
IWC%	
Basin & Sub-Basin	
Receiving Stream
County	__  Date	___

••Acute ToxiciryCFathead Minnow 48hr) Monitoring. See Pan	, Condition	.
                                  -52-

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   TOXIC1TY PERMIT
 LIMIT DEVELOPMENT
            BY
STATISTICAL METHOD
        USING TU
    RATIONALE FOR USING THE
    STATISTICAL APPROACH


  • PROVIDES MECHANISM FOR SETTING
    PERMIT LIMITS WHICH WILL BE
    TOXICOLOG1CALLY PROTECTIVE

  • ALLOWS COMPARISON OF TWO WLA's
    TO DETERMINE WHICH IS MORE
    LIMITING

  • PROVIDES A MEANS TO ACCURATELY
    DETERMINE THE AVERAGE MONTHLY
    PERMIT LIMIT

    NOTE: PROCEDURE IS APPLICABLE
    FOR ANY WATER QUALITY-BASED
    EFFLUENT PARAMETER
         APPROACH
             fWLA REQUIREMENTS
               ASSUMPTIONS:
                ALLOWABLE WLA CXCEEDENCE HATE
                PARAMETER VARIABILITY CV

               REQUIRED TREATMENT
               SELECT LIMITING
               REQUIREMENT

               CALCULATE LIMITS
               SPECIFICATIONS:
                EXCEEDENCE PROBABILITY BASIS
                BASIS FOR MONTHLY LIMIT
           -53-

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           STEADY-STATE WLA DERIVATION
                  PROCEDURE
     Effluent Toxicity WLA .< Criterion X Dilution Factor

       where: criterion = 0.3 TUa for acute toxicity
                       1.0 TUc for chronic toxicity

Dilution factor (d.f.) = the factor by which the effluent is
                    diluted in the receiving water
  (A) When plant's water source is receiving stream
                   d.f. = Qa
  (B) When plant's water source is not the receiving stream
                   d.f. = Q, + Q,
                         o __ s
  (C)            Q9 = receiving stream design flow
                Qe = effluent design flow
               PERMIT LIMIT DERIVATION

  STEP 1:  Convert WLAa to chronic toxic units (TUc)

           WLAa (TUa) X ACR  = WL^c (TUC)

           where:

          ACR (Acute-Chronic Ratio) - 10
          if data is unavailable


                       -54-

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                 LOUISIANA • PACIFIC CORPORATION
                        SAMOA PULP MILL
BACKGROUND INFORMATION

  •  THE SAMOA PULP MILL IS A MARKET BLEACHED KRAFT PULP MILL
     LOCATED NEAR THE COMMUNITY OF SAMOA, CA, ON THE SAMOA
     PENINSULA IN HUMBOLDT COUNTY.

  •  DISCHARGES INTO THE PACIFIC OCEAN CONSIST OF:

       - PROCESS WASTEWATER FROM KRAFT PULPING, PULP BLEACHING,
        AND PULP DRYING

       - SOLIDS FROM RAW WASTEWATER TREATMENT PLANT

       • POWER BOILER EFFLUENT

       - SAW Mia EFFLUENT

       -TREATED SANITARY SEWAGE

      "-STORM WATER

  •  DISCHARGES INTO HUMBOLDT BAY CONSIST OF:

       - NON-CONTACT COOLING WATER

       - STORM WATER

  •  EFFLUENT IS DISCHARGED FROM A 3200 FOOT OUTFAU THROUGH A
     498 FOOT MULTIPORT DIFFUSER AT AN AVERAGE DEPTH OF 41.5 FEET.

  •  BENEFICIAL USES OF THE PACIFIC OCEAN AND HUMBOLDT BAY:

       • INDUSTRIAL WATER SUPPLY
       - NAVIGATION
       - WATER CONTACT RECREATION
       - NON-CONTACT WATER RECREATION
       • OCEAN COMMERCIAL AND SPORT FISHING
       - MARINE HABITAT
       - FISH MIGRATION
       • FISH SPAWNING
       - SHELLFISH HARVESTING
               LOUISIANA - PACIFIC CORPORATION
                       SAMOA PULP MILL
           CALCULATION OF EFFLUENT TQXICITY LIMITS
        I)   Ocean Plan
            where:

            C, = Effluent concentration limit
            C; B Background seawater concentration
                 (Table C; Ocean Plan)
            C. = Concentration to be met at completion of
                 Initial dilution (Table B; Ocean Plan)
            Dm = Minimal probable Initial dilution
                 (part seawater/part wastewater)
               = 0.05 + 69(0.05-0)
               »3.STU.

        II)  Toxlelty Limits Based on WLA Calculation*;

            a) j&Cllis:   WLA. = (0.3 TU.) Dm a 1 day average
                             .     TU.

            b)_CfcrenlE: WLA, « (1.0 TU.) Dm as 4-day average
                            *   TU.
              -55-

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STEP 2:  Calculate the long term average (LTA) required to

         meetWLAs.




       A) 1-Day (Acute) LTA:



            LTA = exp(x* + 0.502)
        where: u = In (acute WLA in TUc )-za

                z - 1.645 (95% confidence interval)


                0 - yin(CV2 + 1)



             CV = coefficient of variation;

                   use 0.6 if no data is available
   WLA
   LTA
   WLA
                         cv-i.o
V   V   V   V
                         CV « 0.6
            , A A  « A. A A A  A .A ,A A/ \ / i,
            **V* V ^ v v V V  Y V y  v
              5-3 Rtlttiorutup Bcnmn UuMlovi Allocmuon ud Long Tera

                 Avtn|< for Dl{I
-------
      I
                        0.5  '         1.0
                              Co«mcf«ntofVirl«ien
1.S
             2.0
99%nmftt

7* ;
toy
— N.I
— N.J
— N.3
— N.4
— N.7

                                     1.0
                              CoMictom of variation
                                                  1.S
                                                              2.0
Figure 5-7.    Av««g« MomMy Pwmit UmM M * Function of in* CMfflchmt el Variation.
                         Step 1;  calculate Effluent
                         Variability
                             CV « S/X

                             where:

                               n- 52
                               5T= 3.223
                               S = 1.282

                              CV«=
                  gtep 2:  Derive Performance for 1-Day
                  WLA Requirement
                     /Us|n(WLA.)-ZO-

                      where:

                        Z = 2.326 (99% confidence Interval)
                    LTA.«exp(At+0.5«r»)

                                       -57-

-------
     B) 4-Day (Chronic) LTA:


           LTA = exp(/* + 0.50s)


       where:                           ,

            H - /*4 - 0.5*2 + 0.5ln(1 + [(e* -1/4])
            H4 - ln(chronic WLA) - z Ym(1 + [(e» - 1/4J)


      z, CV, 
-------
o

<
DC
H

111
O

O
O
H

UJ
13

1L
U.
Ul
• «VO MOMIK.K
                                                         WLA
                                                        —   A
                                                        WL/
                             tllM IMUItho ltjy» IT^I, 0»MI IMl CV, WO IchMv* bell, Wt>>
                                7   8

                                TIME
                                (Days)
                                         8  10  11  12  13  14  15
                 TDM IIMMUW ll| «r ITIJ.I. Hv«o Ul< CV.»
                                                                   LTA
                               TIME
                                             CV « O.6
     figure 5-4. Relationship of Ptn«lt LJ.ila, Uaateload Allocations,
              •nd Long Tet» Average for a Given Coefficient of Variation
              e = 44.39 TUe


         LTA. = 9.100 TU.


               = 91.00TUC
                                assume 1TU. = 10 TUe
                               44.39 < 91.00
                   therefore, LTA, (44.39) Is more limiting
                           -59-

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STEP 4:   Derive Daily Maximum Permit Limits:

          Daily Max. = exp(/n- 20)

          where:
            M = ln(LTA)-0.5«T'
            z = 1.645 (95% confidence interval)
            a - derived same as above
STEP 5:   Derive Monthly Average Permit Limits:

           Monthly Avg. = exp(/un + z
-------
Step S: Deriving Permit Limits

    LTAe  * 44.39 TU,
      CV  «0.4
       U  'm 0.3853

     a)  f*«ln(LTA,)-0.5ff*
     b) Dally Maximum = exp (/*+ Zo);
            where:
                     Z = 1.645 (95% confidence
                              Interval)
                       K
     c) Using 4 samples/month
        <7*o  4*
    e) Monthly Average = exp (^ +
               where:
                    Z« 1.645
 III) Summary: Effluent Toxlclty Limits for Louisiana-
               Pacific

                      6-Month Monthly  Dally
 Parameter      Units  Median  Average  Maximum
 Toxlclty         TU.     3.5
 Concentration
 (Acute)

 Toxlctty         TU,                60    78
 Concentration
 (Chronic)
                  -61-

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            MONITORING CONSIDERATIONS
           1) FREQUENCY
                6  > 1/MONTH(ACCOUNT FOB BATCH PROCESSING)

           2) SAMPLING
              ,  O GRAB* -ACUTE
                O  COMPOSITE - CHRONIC

           3) TYPE OF TEST
                O  ACUTE OR CHRONIC TEST IS DETERMINED
                   BY THE TOXICITY LIMIT ITSELF

           4) NUMBER OF TEST SPECIES
                O  INITIALLY THREE SPECIES FOR
                   SENSITIVITY IDENTIFICATION
                O MOST SENSITIVE SPECIE FOR MONITORING
                 O RESIDENT va STANDARDIZED SPECIES
                   - FALSE NEGATIVE RESULTS
       > IF WASTE NOT PONDED AND WELL-MIXED BEFORE DISCHARGE,
        THEN NEED FOUR (-HOUR COMPOSITES PER MONTH.
Tabla 3-1
              Work ghMite' ft»l«HH«tlitii Ae»

paramatar
O$

Paramatar
Qe
Nama
Simemlbw
unna
dt
•i
s
Nama
Eff hMfal flOW
UnKa
at
ComWlona
Al

CondUlera
AH

M4MM«44>Ma.
•HUBIIHHI
Acuta: 1Q10
Chrome 7010
VWU»



equation
Nona
Voh»

PirtRMtOf
d.t.
NMIM
Dilution latter
Units
Nor*
Conditions
• H«ctMng wstar
tstoumof
CrntMflt W810T
b RwcMng wa«r
Knotnuretoi
tffl|Mni water
EQusMon
Acute: Ca/Qs
Acuta: 0*O«
Aeuta: (Qa^OtVOn
Chforte: (C**Q»)/Q4
vekia




paramatar
WLA
Nama
W««ttoad
macman
Untta
TUa
TUc
: CendMtom


Equatton
Acuio: OJ«dJ.
cimrtK i.O* d.1.
V«tU9


                i f»>m»WmtftQuHtit,
  HOttl:
                            -62-

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   SECTION 4
TOXICITY LIMITS
     -63-

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                        Ill-  TOXICITY LIMITS

                 A.  Toxicity and the Water Quality
                     Act of 1987.	

       EPA has authority to impose toxicity-based permit limitations

to implement both technology-based and water quality-based

requirements.  As we argued in our initial brief, under section

502(6) of the Act, EPA is free to define "pollutant" to include

toxicity.  EPA Br. at 93-95, moreover, "effluent limitation" in

section 502(11) is defined very broadly to allow the Agency

considerable discretion in determining how to reduce the discharge of

pollutants.  EPA Br. at 91-93.  As a practical matter, EPA has often

established limitations on pollutant parameters similar to toxicity

in effluent limitations guidelines and standards as well as in most

individual permits  (both technology-based and water quality-based)

since the very earliest water permits were issued.  For example,

limitations on biochemical oxygen demand  ("BOD"), chemical oxygen

demand ("COD"), pH, total toxic organics and total suspended solids

are commonly established and the courts have upheld these

limitations.  See e.g., Reynolds Metals Co. v. EPA. 760 F.2d 549  (4th

cir. 1985) (total toxic organics); Weyerhaeuser Co. v. Costle; 590

F.2d 1011 (D.C. Cir. 1978)  (BOD); C&H Sugar Co. v. EPA 553 F.2d 280

(2d Cir.  1977) (BOD, total suspended solids); FMC Corp. v. Train. 539

F.2d 973 (4th Cir. 1976) (COD).  Like effluent toxicity, these

parameters combine various constituents that might not be identified

individually.  This approach to the regulation of pollutants is an

efficient and effective method of implementing the purposes and

directives of the Act.  Indeed, it is sometimes the only feasible way

to do so.   EPA Br. at 92.


                                   -65-

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       EPA has been using toxicity-based requirements in permits  for
some time, to implement both technology-based and water quality-based
controls.  In 1984, the Agency issued a policy for water quality-
based controls that recommended the use of such limitations where
necessary.  49 Fed. Reg. 9,016 (March 9, 1984).  Since the issuance
of EPA's 1984 policy, use of toxicity-based limitations have become
widespread.
       Contrary to Industry petitioners' contentions, when the
overall purpose and explicit language of section 308 of the WQA is
read along with the Agency's pre-existing authority and practice,
strong support exists for EPA's regulation authorizing the use of
toxicity-based limitations in NPDES permits.  Section 308 explicitly
recognizes biomonitoring techniques and assessments as a means of
controlling the discharge of toxic pollutants and thus endorses EPA's
position that toxicity-based limitations are authorized by the CWA.
Section 308(c) and (d), WQA.  In recognizing the use of toxicity-
based limitations, Congress also endorsed existing EPA efforts.
Section 308(d) states that "nothing in this section shall be
construed to limit or delay the use of effluent limitations or other
permit conditions based on or involving biological monitoring or
assessment methods or previously adopted numerical criteria."  The
clear implication of this statement was to clarify that while EPA and
the States were implementing the additional requirements imposed by
Section 308, they should not slow existing efforts to control toxic
pollutants.
       Section 308 was enacted because the toxics problem was so
pervasive that certain waters were not meeting water quality
standards and existing State and EPA efforts were not adequate or
                                  -66-

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fast enough.  Section 308 sets out specific deadlines and
requirements for controlling toxic pollutant discharges to surface
waters where water quality is impaired even after the imposition of
BAT. 14./  Thus, states are required to list waters which do not meet
their designated uses and develop and submit individual control
strategies  ("ICS") for achieving those standards to EPA for approval
by February 4, 1989.  Section 308, WQA; Section 304(1), CWA.  If a
state fails to timely submit a strategy or if EPA does not approve
the strategy, EPA must, after notice and public comment, develop an
ICS which assures attainment of the water quality standard.  Section
308(a), WQA; Section 304(1) (2), CWA.  These new provisions build on
existing authorities for protecting water quality with the intent of
accelerating the control of toxic pollutants.
       Congress also required states to adopt numerical criteria for
toxic pollutants listed pursuant to section 307(a)  (1) of the CWA
where the discharge of those pollutants could interfere with
attainment of the designated use.  Where numerical  criteria are not
available, states must adopt criteria based upon biological
monitoring or assessment methods.  Section 308(d),  WQA; Section
303(c)(2), CWA.  As noted above, section 308(d) also states that it
is intended not to delay existing efforts.  One of  these existing
efforts was the use of toxicity-based requirements.  While not
explicitly authorizing the use of toxicity-based limitations, section
308(d) reflects this intent and implicitly recognizes that permit
I!/ As Senator Moynihan stated in floor debates, "EPA has already
identified 34 of these areas which may require more stringent
controls than the best available technology standards currently
308(d) reflects this intent and implicitly mandated by the Act."  133
Cong. Rec. S759 (daily ed. Jan. 14, 1987).
                                   -67-

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limitations based upon biological monitoring or assessment  methods
(i.e., toxicity-based limitations)  may be an appropriate means  to
protect water quality.
       The placement of this statement in a provision containing
requirements to develop additional water quality criteria for toxic
pollutants is not inconsistent with this interpretation, contrary  to
Industry's argument.  Ind. Br. at 32.  Congress recognized that
toxicity-based requirements may be an appropriate way of meeting the
requirement to adopt water quality criteria for toxics.  But reading
this to allow the imposition of limitations only after the criteria
are adopted would be inconsistent with the last sentence in section
308(d), since it would allow or possibly force delays in the existing
water quality-based controls of toxic pollutants.  Industry's reading
would thus make the last sentence of that provision meaningless.
       Industry petitioners advance three reasons why section 308 of
the WQA supports the position that EPA has no authority to establish
toxicity-based limits under 40 C.F.R. S 125.3(c)(4)  (1986).  First,
Industry argues that the 1987 WQA provides no support for EPA's
claims that toxicity may be a means to implement technology-based
requirements.  Second, Industry argues that EPA's regulation would
usurp the role of the states in establishing water quality standards.
Finally, Industry argues that the WQA supports their earlier position
that biological monitoring methods have not been adequately developed
enough to justify EPA's position in the regulation.  Ind. Br. at 30-
37.  Industry is incorrect in each argument.  Rather, the WQA lends
strong support for EPA's toxicity-based regulation.
             B.  The WQA Supports EPA's Regulation That
                 Toxicity May Be a Means To Implement
                 Technology-Based Requirements.	
                                   -68-

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       Industry argues that because the only references to effluent
 limitations based on biological monitoring or assessment methods are
 found  in subsections 308(c) and  (d) of the WQA which relate to water
 quality criteria for toxic pollutants, such methods were not intended
 to apply to technology-based effluent limitations under sections 301,
 304(b) and 306 of the Act.  Ind. Br. at 32.  In advancing this
 argument, Industry takes an unnecessarily cramped interpretation of
 the overriding goals of section 308 of the WQA.
       Section 308 of the WQA deals with water quality-based permit
 requirements.  The section clarifies that EPA has the authority to
use toxicity as a measure for pollution control.  As stated above,
 section 308(d) implicitly recognizes that toxicity-based limitations,
 in the form of biological monitoring or assessment methods, is a
proper approach to the control and protection of the quality of the
 nation's waters.  This provision also supports the Agency's position
 that toxicity is an appropriate parameter for technology-based
permits.  Congress, by accepting the concept of toxicity-based
 limitations for water quality-based permits, cannot be assumed, as
 Industry does, to have rejected the use of the same types of
 limitations in technology-based permits.
       Also, EPA's broad authority to write toxicity-based limits as
a means to implement technology-based requirements is not only
 supported by the purpose and structure of the WQA but also this
 Court's recent opinion addressing several issues in this litigation.
 In its partial opinion this Court rejected Industry's attack on the
validity' of EPA's regulation at 40 C.F.R. S 122.21(g)(9) allowing EPA
to gather data on "any toxic pollutant which the applicant currently
uses or manufactures ..." in rejecting Industry's challenge, the
                                  -69-

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Court stressed that "toxic pollution stands high in the hierarchy
of Congress1 environmental concerns," citing the 1972 and 1977
Acts.  NRDC v. EPA. supra. slip op. at 26.   The Court then focused
on the purpose behind EPA's regulation, issued under section 308 of
the CWA, as critical to carrying out the objectives of the Act.   In
so holding, the Court noted that Industry's "crabbed
interpretation" of the Act "would hamstring the agency by limiting
its data-gathering function to information on toxic pollutants
already identified." Id. at 29.  Rather, EPA's "legitimate
regulatory purpose" would be better served by the broad disclosure
requirement in the Act.  Id.  Similarly, Congress' re-emphasis in
the 1987 WQA on the need to address the toxics problem along with
establishment of specific procedures for developing and approving
toxics control strategies supports the reasonableness of EPA's
regulation allowing technology-based limits to be expressed in
terms of effluent toxicity.
         C.  The WQA Does Not Limit Toxicity to Establish-
             ment of State Water Quality Standards.	
       Industry argues that 40 C.F.R. S 125.3(c)(4) would usurp the
role of the states in the water quality standard development
process as more precisely described in the WQA.  Ind. Br. at 33.
Again, Industry reads the WQA's effect on this regulation much too
narrowly.
       Under section 308 of the WQA, if a state does not submit a
timely plan or EPA finds a state plan inadequate, EPA is to develop
and promulgate an individual control strategy for the identified
area or areas within the state.  Thus, Congress intended for EPA to
assume the state's responsibilities for developing ICSs to address
serious toxics problems if the state did not meet its
                                -70-

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responsibilities.  It simply would make no sense for the states to
have authority to use biological assessment methods in reviewing or
revising their water quality standards if numerical criteria are
not available, while at the same time prohibiting EPA from doing
the same thing in developing ICSs to cure a state's failure to
develop a timely or adequate plan.  Indeed, the practical effect of
Industry's interpretation is that the Agency would be unable to
develop plans for states using overall toxicity limits where
individual numerical limits for highly toxic pollutants could not
be ascertained.  The result would be that many complex toxic waste
streams which caused or contributed to a violation of state water
quality standards at certain "toxic hotspots" could not be
effectively regulated.
       Moreover, section 301(b)(1)(C) of the CWA requires the
Administrator to make independent judgments with respect to the
limitations necessary to achieve state water quality standards.
Nothing in the WQA which allows states to use biological monitoring
or assessment methods in establishing water quality standards
directly or indirectly affects or limits this broad EPA authority.
            D.  The WQA Provides Support for EPA to Use
                Biological Monitoring and Assessment
                Technicfues.	   •" -   •  '	  ' "    '
       Finally, Industry argues that under section 308 of the WQA,
Congress recognized that biological monitoring methods had not been
adequately developed and that EPA may not utilize such methods
until it gathers information, consults with appropriate state
agencies and publishes information for establishing and measuring
water quality criteria.   Ind. Br. at 35-37.  This is clearly not
the case.
                                     -71-

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       As we argued in our initial brief,  EPA may employ toxicity
limits prior to the establishment of generally applicable test
methods.  EPA Br. at 90.  The WQA does not change this authority.
Section 308 merely requires EPA to publish guidelines and
information for the states on methods for measuring effluent
toxicity.  Congress was recognizing that EPA, as the federal agency
with responsibility and expertise in water pollution, is the
appropriate agency to conduct this task as a way of assisting
states in developing individual toxics control strategies.
However, it does not translate into a requirement that nationally
applicable test methods must be in place prior to their actual use
by individual permittees.  This is consistent with EPA's historic
position on section 304(h) of the CWA which authorizes EPA to
develop test procedure guidelines.  If nationally applicable test
methods have not been adopted, individual test methods imposed in a
permit can be challenged on a case-by-case basis, but that does not
preclude their use in advance of completion of the national
rulemaking.  Given primary responsibility of the states in
developing ICSs under section 308, it makes perfect sense for
congress to require EPA to continue its development of toxicity
evaluation methods to assist states in the establishment and
revision of their water quality standards.
       In short, the congressional directive to EPA to develop
assessment methods, including biological monitoring and evaluation
for toxic pollutants, in no way precludes EPA from using ouch
methods as envisioned in 40 C.F.R S 125.3(c)(4) on an individual
permit basis.
                                    -72-

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              IV.   CIVIL AND CRIMINAL PENALTY  AUTHORITY
                   	FOP .STATE PROGRAMS	


        The Water Quality Act of 1987 increases both the civil  and

 criminal penalty authority of the CWA.   Section 313(b)  of the  WQA

'raises the maximum civil penalty to $25,000 per day of  each

•'violation, increased from the previous maximum of $10,000 per  day.

 Section 309(d),  CWA; 33 U.S.C. S 1319(d).   Section 312  of the  WQA

 raises the general penalty for knowing violations of certain Clean

 Water Act provisions to a minimum of $5,000 per day/per violation

 to a maximum of  $50,000 per day/per violation.  Section 309(c),

 CWA; 33 U.S.C.  S 1319(c).  The former maximum criminal  penalty was

 $25,000 per day.  15/

        NRDC had  challenged EPA's state program enforcement

 guidelines for not requiring state programs to contain  authority to

 assess the maximum penalty amounts allowed under section 309 of the

 CWA.  At the time of the argument of this  issue, the Clean Water

 Act did not expressly or impliedly specify the extent of the

 penalty authority which was to be included in state enforcement

 programs,   gee EPA Br. at 256-260.

             A.   EPA is Not Required to Mandate Maximum
                 Civil Penalties for State  Permj.t Programs.

        With regard to civil penalties,  the Water Quality Act

 clearly provides that EPA is not required  to  mandate maximum civil
 15/ Section 312 also expands the authority to assess criminal
 penalties for negligent violations of certain CWA sections.  New
 subsection 309(c)(3) of the CWA establishes a $250,000 penalty for
 a knowing violation that places another person in imminent danger
 of death or serious bodily injury.  Section 312 also raises prison
 terms to felony levels, 1.e..  in excess of one year.

                                      -73-

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               SECTION 5
COMPLIANCE MONITORING AND ENFORCEMENT
                -75-

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c
    OMPLIANCE
   MONITORING

       ENFORCEMENT
With Emphasis on Whole Effluent Toxicity
    QUESTION *1:

       WHY DO WE NEED WHOLE-EFFLUENT TOXICITY AS A
    MEASURE OF EFFLUENT QUALITY? AREN'T CHEMICAL-SPECIFIC
    LIMITS ENOUGH?
             LIMITATIONS OF
     CHEMICAL SPECIFIC APPROACH
     All waatawattr toxlcanta  may not b« known and, thtratora, not
     controlled.
     Mtasurtmtnta o( many Individual toxicants can tat txpanalva (a.g.,
     organic chamlcala).
     Tha btoavallablllty of tha toxlcanta la not aswaatd.

     Tna intaractlona batw**n toxicant* (a.g., addltivlty) aro not maasurad.
    QUESTION «2:

       IF WHOLE-EFFLUENT TOXICITY IS SO WONDERFUL, WHY
    THE "INTEGRATED APPROACH"? WHY NOT REQUIRE WET
    LIMITS IN LIEU OF CHEMICAL SPECIFIC LIMITS?
              LIMITATIONS OF
      WHOLE EFFLUENT APPROACH
      Propartlaa of aptcINc chamicalt art not auawcd, t.g.,
      btoaccumulatton.
      Effluant toxlelty tnratablllty data art lacking; angintcra art mort
      familiar with dtalgnlng ayattma to treat cptci c cntmleala.
      DOM not account for erwngta In toxlctty downtlrtam dua to
      chtmlcal/phytlcal condKlona (a.g., pH changta, aallnlty cningta,
      photolyala, tie.)
    QUESTION «3:

                           EFFLOENTS BASED
                 -77-

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                 STATUTORY AND REGULATORY CITES
Statute:                                             •

Section 101(a)
     "The objective of this Act is to restore and maintain the
     chemical, physical and biological integrity of the Nation's
     waters."

Section 101(a)(3)
     Declaration of Goals and Policy - "it is the national policy
     that the discharge of toxic pollutants in toxic amounts be
     prohibited;"

Section 301(a)
     "Except as in compliance with this section and sections
   .  302,306,307, 318, 402, and 404 of this Act, the discharge of
     any pollutant by any person shall be unlawful." - see
     Section 502

Section 301(b)(1)(C)
     "In order to carry out the objective of this Act there shall
     be achieved not later than July 1, 1977, any more stringent
     limitation, including those necessary to meet water quality
     standards...'

Section 302(a)
     provides the authority to establish water quality-based
     effluent limitations on discharges that interfere with the
     attainment or maintenance of that water quality which shall
     assure protection of public health, putiic water supplies,
     and the protection and propogation of a balanced population
     of shellfish, fish and wildlife.

Section 303(c)(2)(B)
     authorizes the adoption of numeric water quality criteria
     that  are based upon biological  monitoring or  assessment
     methods  and  the use of effluent limitations or other permit
     conditions based on or involving biological monitoring or
     assessment methods or previously adopted numeric criteria.
     "Hothing in  this section  shall  be construed to limit or
     delay the use of effluent limitations or other permit
     conditions  based on or involving biological monitoring or
     assessment  methods..."

Section 304(a)(8)
     requires EPA to develop and  publish  information  on methods
     for establishing  and  measuring water quality  criteria  for
     toxic pollutants  including biological monitoring and
     assessment  methods.

 Section 308(a)
      authorizes the installation, use and maintenance  of
      biological monitoring methods by point  sources,  where
      appropriate, for the  development of  effluent  limitations or
      the determination of  compliance with such  limitations,
      prohibitions,  or effluent standards.

 Section 402
      authorizes issuance of a  permit for  the discharge of any
      pollutant,  or combinations of pollutants (See Section  502),
      upon the condition that the discharge meet all applicable
      requirements and provisions of the CWA.

 Section 502
      "effluent limitation" is  defined as  'any restriction...on
      quantities, rates,  and concentrations of chemical,  physical,
      biological, and other constituents which are discharged..."

      "pollutant" is defined as '...industrial,  municipal,  and
      agricultural waste discharged into water.'

      "toxic  pollutant"  is  defined as 'those  pollutants,  or
      combinations of pollutants,  including disease-causing
      agents,  which  after discharge and  upon  exposure,  ingestion,
      inhalation or  assimilation into any  organism,  either
     directly from  the  environment or indirectly by ingestion
     through food chains,  will...  cause death,  disease,
     behavioral  abnormalities,  cancer,  genetic  mutations,
     physiological malfunctions  (including malfunctions in
     reproduction)  or  physical deformations,  in such  organisms  or
     their offspring.'

      "biological monitoring" is defined as 'the determination of
     the effects on aquatic  life,  including  accumulation of
     pollutants  in tissue,  in  receiving waters  due to  the
     discharge  of pollutants  (A)  by techniques  and procedures,
     including  sampling of  organisms representative of
     appropriate levels of the food chain appropriate  to the
     volume  and  the physical,  chemical, and  biological
     characteristics of the effluent, and (B) at appropriate
     frequencies and locations."


                               -78-

-------
Regulation - 40 CFR

Section 122.2
     "Whole effluent toxicity means the aggregate toxic effect of
     an effluent measured directly by a toxicity test.

Section 122.44(d)
     "In addition...each NPDES permit shall include conditions
     meeting the following requirements when applicable—Water
     quality standards and State requirements:  any requirements
     in addition to or more stringent than promulgated effluent
     limitations guidelines or standards...necessary to:
     (1) achieve water quality standards  established under
     section 303 of the CWA, including State narrative  criteria
     for water quality
          (i) Limitations must control all pollutants or
          pollutant parameters...which...may be discharged  at a
          level which will cause, have the reasonable potential
          to cause, or contribute to an excursion above any State
          water quality standard, including State narrative
          criteria for water quality...
          (iv) (Numeric criterion for whole effluent toxicity)
          (v) '...has the reasonable potential to cause,  or
          contributes to an in-stream excursion above a narrative
          criterion..., the permit must contain effluent  limits
          for whole effluent toxicity...[except] where  chemical-
          specific limits for the effluent are sufficient to
          attain and maintain applicable  numeric and narrative
          State water quality standards."
 QUESTION #7:

      HOW ARE WET LIMITS ENFORCED?
  The same principles apply to whole-effluent toxicity enforcement as
  enforcement of chemical-specific limits.
  PERMITTEES are responsible for:
       Attaining,
            Monitoring, and
                 Maintaining COMPLIANCE with their permits
                      (and for data quality)
  REGULATORS are responsible for:
       TRACKING COMPLIANCE with and
            ENFORCING against violations of
                 permit requirements
  These principles and the Integration of whole-effluent toxicity control Into the
  compliance monitoring and enforcement process are embodied In the
  COMPLIANCE MONITORING AND ENFORCEMENT STRATEGY FOR TOXICS
  CONTROL

                            -79-

-------
     COMPLIANCE MONITORING

                 PROCESS


   1. Determining permit requirements;
   2. Tracking compliance and determining violations;
   3. Reporting and placing the violations in priority order; and
   4. Determining appropriate response.
1. Determining permit requirements (or even enforcement order
requirements) may sound easy, but it isn't always. Permits may
be soundly written from a water-quality perspective, but difficult to
track (e.g., based on stream-flow, effluent flow, or even the Spring
thaw!). Others may just be poorly written:
 CONSENT DECREE : WORDING IS
                IMPORTANT

         A POORLY WORDED EXAMPLE:
Beginning on the day that follows by two weeks the
last day of the next month following the date of entry
of this decree, and continuing thereafter on the
corresponding day of each subsequent month until
the termination of the decree	shall
prepare and transmit a monthly report for the second
previous month.
                    -80-

-------
HOW DO WE DETERMINE COMPLIANCE?

    SELF-MONITORING
         DMR/QA PROGRAM
              INSPECTIONS
                  CITIZEN COMPLAINTS
QA is an important aspect of whole-effluent toxicity control.  Many
Regions and States are requiring complete reports on whole-
effluent toxicity tests as specified in the protocols.  These reports
are then compared to QA checklists to make sure that the tests
fall within the parameters of the protocol.  Any deviation from
these bounds (temperature, D.O., etc.) provide the basis for
requiring re-tests, or require more technical review (i.e., ESD
review) to determine  whether or not the test was valid.
                   DMR/QA
           Reference Toxicant Pilot Project
               • New Jersey
               B North Carolina
                   -81-

-------
 PERMITTEE NAME/ADDRESS ilnclm/e
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DATE

YEAR

MO OAY
COMMENT AND EXPLANATION OF ANY VIOLATIONS (Reference all allachments here)
 TOXICITY TESTING REPORTS SHALL BE  ATTACHED TO AND SUBMITTED WITH THE DISCHARGE MONITORING  REPORT.  ALL SAMPLES  SHALL BE

 TAKEN AFTER THE LAST  TREATMENT UNIT PRIOR TO DISCHARGE  INTO THE RIVER.   NOEL  SHALL  BE REPORTED AS  PERCENT EFFLUENT.
 Form 3320-1 (Rev. 10-79)PREVious EDITION TO BE USED
                                                     (REPLACES EPA FORM T-4O WHICH MAY NOT BE USED.)
                                                                          PAGE

-------
                  COHTROL FACT SHEET FOR StLF-aiOMOMITOmMO
                                       TOT ^XTX•	
p.tait NO.   PiKOQOOOOl
facility H«««     ftQCOBP.
Facility Location    PlMVfOttlN
Laboratory/Invaitiqator
p«rnlt R«quir«»«nt«i
• - -
  Suplinq Location ^tWA OtllT     Typ« of Sa»Pl«  t* llpllg QDMP.

  s.l»it   A.ftle                  T««t Duration

  Typ« 01 Tait CB»l>CTtfjtNU> OMlB.   Tot Ocg«ni» Ag«
             ClMOMC. *-(XHC-«9««»L
Tait R«aultli   M£M»9 ClXWl.O)

            ISi	  95% Confid«nc.  :r»
       CcmtroX summaiyt
                                                  ' T2t»ll>t
  Cat* of s»»pl«i  ________  Dat«« of T«sti
  Control Mortalltyi &_2o  %      Control man Biy iiii'i>l»t  2l >g
                                                      ^
                                                 _
  Taoparatur* naintaincd within it^C ot  t«tt t«»p«ratur«7  Ye

  DH»olv«4 oxyg«n i*v*l* aluaya gr«»t«t than W»  iatur»tion7

    V" - SO -
  Loadin? factor for all «xpo«ur« chaab*ra  !*•« than or aqual  to
  maiimum allomd tor th« t««t typ« »Rd ta>p«r«tur«?    Y«a    Mo
  Do th» t*it r*«ult« indicat* a dtract rtlatlonahip b»t«««n «ttVu«nt
  conontration and r«.pon«« ot th< t*>t oraant»» (!•••. »°*« A»th>
  occur at th« high««t aftluant conont rations)?   Va«     So
       COMPLIANCE INSPECTIONS
       Inspections are conducted to:
           •  Verity permittee compliance
           •  Develop enforcement information
           •  Respond to citizen complaints
           •  Support permit development
           •  Maintain a regulatory presence
  • FOCUS ON QA
  - REGIONS/STATES MUST HAVE CAPABILITY OF ASSESSING SAMPLE
  COMPLIANCE
  • RESERVE SAMPLING INSPECTIONS FOR PERMITTING AND ENFORCEMENT
  PRIORITIES
                         -83-

-------
 HOW DO WE TRACK COMPLIANCE?

    The PERMIT COMPLIANCE SYSTEM
            PCS FUNCTIONS
O Tracks permit Issuance, reissuance, and appeal activities
Q Screens compliance data for effluent, schedu' •, and reporting
  violations
0 Tracks enforcement responses
O Automates QNCR preparation
D Automates strategic planning and management systems reporting
El Provides facility Information
a Facilitates inspection scheduling
 PERMIT FACILITY  DATA
              -84-

-------
                 020 COMPLIANCE SCHEDULE

                            EVENT CODES
           #TABUE-CD
             001 CT   Submit Toxlcity Evaluation Scop*
             001 PA   Submit Toxic Reduction Evaluation
             002 CT   Begin Toxlcity Evaluation Program
             003 CT   Proposed Toxic Reduction Treat Mod.
             01399   Submit Proposed Toxic Reduction Evaluation
             019 99   Completion of Toxic Reduction Evaluation
             021 99   Toxic* Reduction Evaluation Plan
             022 99   Toxic* Reduction Evaluation
             101 OS   1stBio«ss«y Result
                    WET PARAMETER CODES
               Five digits, first on* always a "T"
               Second digit reflects analytical end point (e.g., LC50, NOEL, chronic
               value, percent mortality, »tcO
               Third digit reflects type of test (e.g., acute, chronic), length of test
               (e.g., 24 hours), and solution renewal (e.g., static renewal or flow
               through).
              i Fourth and fifth digits reflect species.
                          "T"  DATA SHEET

Whole-Effluent Limit Expressed As  (circle appropriate):
                                                   effect  (e.g., LC30)
                       A . LC,0
                       B = NOEL
                       C = % effluent causing
                       D   NOAEL
                       E   Low flow pass/fail (LF P/F)*
                       F   Half low flow pass/fail (HLF P/F)*
                       G   P/F*
                       H   Chronic value (CHV)
                       I   LC50/P/F*
                       J   % Mortality at 	% effluent

                       * Pass/Fail Conditions 	

Type of Test (circle appropriate):

                       A - Static 48 hour ACUTE
                       B - Static 96 hour ACUTE
                       C = static  4 day  CHRONIC
                       D =• Static  7 day  CHRONIC
                       E - static 24 hour ACUTE

                       M = Static Renewal 48 hour ACUTE
                       N " Static Renewal 96 hour ACUTE
                       O » Static Renewal   - 3ay  CHRONIC
                       P - Static Renewal  T day  CHRONIC

                       W » Flow-thru 48 hour ACUTE
                       X - Flow-thru 96 hou: ACUTE
                       Y *> Flow-thru  4 day  CHRONIC
                       2 - Flow-thru  7 day  CHRONIC

Test Species (circle appropriate):

                       1A " Selenastrum .caprieornutun
                       IB = P m^nor
                       1C • Champia

                       3A - Arbacia
                       3B > Cerj.odaphnia
                       3C - Daphnia maana
                       3D =• paphnia. nulex
                       3E « Hvs^dopsis bahia
                       3F • oyster embryo
                       30 * Daphia species

                       6A " Cvprinodon varieaa
                       6B » Meri|idia
                       6C » Pimephales promelas
                       6D =• Salyio gair
                       6E - Leppaia roacrochirus

                                  -85-

-------
     In PCS, effluent limits and measurements are tied to a pipe
schedule which specifies the pipe, reporting frequency (e.g.,
monthly DMRs), and limit effective dates.  Whole-effluent toxicity
limits that are required on a different reporting frequency, or that
have different limit effective dates, or that change reporting
frequency or limit within the life of the  permit require the
establishment of  new pipe designators  (act like separate pipes).
This can be confusing and time-consuming.
     MORAL:  Keep differences in reporting frequency and limit
effective dates to a minimum or be prepared for an increase in
mental illness (followed by sore throats (from screaming), a loss of
hair (from pulling it out), and increased head and stomach aches)
among the PCS community!
                              pen coordinators
      Region i

           Veronica Harrington

           Ed Kin
      CT
      ME
Gail Suprin-Peplau
John Moulton
      Region II

           Ari Harris

           George Nossa

      NJ   Terry Beym
      NJ   George Caporale

      Region III

           Edna Jones
       PA
       WV
Kenneth Okorn
Pravin Sangani
       Region  IV

            Mike  Donehoo


       GA   Billy Wayne Sykes
       MS   Warren  Foster
       SC   Jerry Brown
       TH   Donald  Ey

       Region  V

            Arnie Leder
       IL   Ken Rogers
       IN   Jin Hayes
       IN   Gary starks
       MI   Frank Baldwin
       MN   Dana Counts
       OH   Sandra Kemper
       HI   Mary Jane Ziegler
 FTS/835-3525
(617/565-3525)

 FTS/835-3720
(617/565-3720)

 203/566-2719
 2Q7/289-7196
                               FTS/264-4707
                              (212/264-4707)

                               FTS/264-9850
                              (212/264-9850)

                               609/633-1199
                               609/984-4428
 FTS/597-0441
(215/597- 5441)

 717/787-3184
 304/348  086
                               FTS/257-3973
                              (404/347-3973)

                               404/656-4708
                               601/961-5152
                               803/734-4600
                               615/741-7883
                               FTS/886-6702
                              (312/886-6702)

                               217/782-9720
                               317/232-3591
                               317/232-8694
                               517/373-4624
                               612/296-8709
                               614/644-2837
                               608/266-7775
                           -86-

-------
Region vz

     Ruth Gibson

AR   Joslyn Burleson

Region VII

     Maryane Tremaine


IA   Charles Furrey
KS   Mike Tata
MO   Dann East
NE   Dennis Burling

Region Till

     Bill Murray

NEIC Regina King
MT   Mike Pasichnyk
SD   Dennis Rounds
UT   Fred Pehrson
UT   Bob Shipman

Region IX

     Carey Houk
HI
NV
Charles oumi
Joe Livak
Region z

     Nancy  Brown  Brincefield

PCS Hotline

     Sheila Frace
                               FTS/255-6450
                              (214/65S-6450)

                               501/562-7444  X611
                               FTS/757-2817  X429
                              (913/236-2817)  X429

                               515/281-4067
                               913/862-9360
                               314/751-7023
                               402/471-4230
                               FTS/564-1655
                              (303/293-1655)

                               FTS/776-2382
                               406/444-2406
                               605/773-3351
                              • 801/533-6146
                               801/533- 146
 FTS/454-o271
(415/974-8271)

 808/548-6355
 702/885-4670
                               FTS/399-1389
                              (206/442-1389)

                               FTS/475-8529
                              (202/475-8529)

                               FTS/475-9456
                              (202/475-9456)
                      -87-

-------
 REPORTING WHOLE-EFFLUENT TOXICITY VIOLATIONS



                QUARTERLY
NONCOMPLIANCE REPORT (QNCR)

O Effluent limitations—with potential to impact water quality
n Compliance schedule milestones—90 days late
n Reports—30 days late or incomplete



   SIGNIFICANT NONCOMPLIANCE
 D Effluent violations—with potential to impact water quality
 D Compliance schedule milestones—90 days late*
    •0- Submit TRE plan/schedule
    •0- Initiate THE
    •0- Submit final TRE test results/implementation plan
    •> Start construction
    O- End construction
    •» Attain final compliance
 O Reports—30 days lato*
    •fr DMR
    •0- Final TRE report of progress (indicate permit compliance)

 * All milestones and reports required by judicial actions
  ENFORCEMENT OF WHOLE-EFFLUENT TOXICITY REQUIREMENTS

  Initial review of self-monitoring reports leading to the review of
  violations by someone responsible for enforcement:
            VIOLATION REVIEW
           ACTION CRITERIA = 1

  D Any violation of a Whole Effluent Toxicity Limit must be evaluated
  O Any monitoring results in response to "monitor only" requirements
     must be evaluated

                        -88-

-------
HOW DO YOU REVIEW TOXICITY VIOLATIONS?

     CONSERVATIVELY!
     Remembor assumptions made in permit limit derivation
          - Variability of Effluent
          - Monitoring Frequency
          - Acute to Chronic Ratio
     Consider importance of a prompt response
          - Time needed to determine cause/eliminate toxicity
          - Is stream near (or soon may be) low flow conditions?
     Do you have definitive data, or just a pass/fail result?
              ENFORCEMENT ACTIONS
                   INFORMAL
                 Telephone Call
                 Warning Letter
                 S308 Letter
                                       FORMAL
Administrative
  Order (AO)
Judicial Order
Civil/Criminal
  WHAT SHOULD WE REQUIRE IN AN ENFORCEMENT ACTION?


       Same first step as with any violation:

            GET INFORMATION ON THE VIOLATION

                 Require More Monitoring if necessary
                 Remind permittee of violation reporting
                 requirements
                     40 CFR Section 122.41 (1)(6&7)
   Reporting Requirements. "The permittee shall report any noncompliance which
   may endanger health or the environment  Any information shall be provided
   orally within 24 hours from the time the permittee becomes aware of the
   circumstances. A written submission shall also be provided within 5 days of the
   time the permittee becomes aware of the circumstances. The written submission
   shall contain a description of the noncompliance and its gause:  the period of
   noncompliance, including exact dates and times, and if-tM noncompliance has no{
   been corrected, {he anticipated time it is expected to continue: and steps taken or
              luce, eliminate and prevent reoccurrence of the noncompliance."
                           -89-

-------
      HOW DO PERMITTEES IDENTIFY THE SOURCE OF THE TOXICITY
      AND ITS TREATABILITY?
       GENERALIZED TRE  FLOWCHART
                         Information and Data
                            Acquisition
                        Facility Operation and
                        Maintenance Evaluation
                         Toxlcity Identification
                             Evaluation
   | Toxlcity Treatablllty Evaluation tjj     |    Source Invertlgatlon	I
                       Control Method Selection
                         and Implementation
                   I   Follow-Up and Confirmation  J)
                 TRE GUIDANCE DOCUMENTS
     To assist permittees in conducting TREs and achieving compliance with
whole effluent toxicity limits, US-EPA has developed a series of five guidance
documents:

o    Methods for Aquatic Toxicity Identification Evaluations

     Phase I Toxicity Characterization Procedures
     (EPA/600/3-88/034)
     Phase II Toxicity Identification Procedures
     (EPA/600/3-88/035)
     Phase in Toxicity Confirmation Procedures
     (EPA/600/3-88/036)

o    Generalized Methodology for Conducting  Industrial Toxicity Reduction
     Evaluations
     (EPA/600/2-88/070)

o    Toxicity Reduction Evaluation Protocol for Municipal Wastewater Treatment
     Plants
     (EPA/600/2-88/062)
                          -90-

-------
WHAT MECHANISMS ARE AVAILABLE FOR REQUIRING A TRE?


PERMIT - can require monitoring, establish effluent limitations, and require any
     and all phases of a TRE, including construction.

SECTION 308 LETTER - can require monitoring and the first phases of a TRE
     (toxlcity source and treatability studies, not construction).

SECTION 309 ORDERS, JUDICIAL DEGREES - can require monitoring and any
     and all phases of a TRE, including construction,  BUT  ONLY IN RESPONSE
     TO A PERMIT VIOLATION!
      NOTE: Only permits may require a compliance schedule for construction
      or other corrective measures in advance of the effective data of a whole-
      effluent limit in the permit.
 HOW DO YOU REQUIRE A TRE? (language)

      - Easier if you have some information in advance (require as much as
 possible informally)

      - Make sure you have a FINAL COMPLIANCE DATE
       (It may be your last strong-hold)

      - Remember it Is the PERMITTEE'S responsibility to solve their problem
 (EPA Is providing the protocols and some assistance thru NETAC, BUT we do
 not have Infinite Don Mounts, Fred Bishops, Bill Peltiers, Corney Webbers, etc.,
 etc.)
 HELP!
                        MODEL LITIGATION

                              GUIDANCE


              Anticipated defenses with responses
              Statutory and regulatory cites
              Model complaint alleging wet monitoring and limit violations
              Model consent decree requiring TRE
                             -91-

-------
                        BffTORCBHEMT CASES


NRPC V. EPA. 859 F.2d 156 (D.C. Cir. 1988)
     The court upheld EPA regulations which authorize the use of
effluent limits framed in terms of toxicity.


Reynolds Metals Co. v. EPA. 760 F.2d 549  (4th Cir. 1985);
Weyerhaeuser Co. v. Costlef 590 F.2d 1011 (D.C. Cir. 1978);
C&H Sugar Co. v. EPA, 553 F.2d 280  (2nd Cir. 1977);
FMC Corp. v. Train. 539 F.2d 973 (4th Cir. 1976); and
BASF Wvandotte v. Costle. 598 F.2d 651 (1st Cir. 1979)
     The courts upheld other water characteristics (BOD, TTO,
TSS, COD) as permit limits.


Champion International Corp. v. EPA, 648 F. Supp. 1398  (W.D.N.C.
1987)
     The court upheld EPAs authority to object to permits which
do not contain conditions adequate to achieve approved state
water quality standards.


Trustees for Alaska v. EPA. 749 F.2d 549, 557 (4th Cir. 1984)
     The court found that EPA as permit writer is required to
establish whatever permit limits are necessary to achieve water
quality standards.


API v. EPA. 787 F.2d 978 (5th Cir. 1986)
     The court upheld EPAs use of a 96-hour I :c0 as the  most
widely accepted benchmark for toxicity evaluations by EPA and
sustained EPAs choice of the test for limiting effluent "mud"
(drilling fluid) toxicity.


BASF Wvandotte V. Costle. 598 F.2d 647-50, 655 (1st Cir. 1979);
Citizens to Preserve Overton Park v. Volpe, 401 U.S. 402, 416,
91 S.Ct. 814, 824, 28 L.Ed.2d 136 (1971);
Permian Basin Area Rate Cases, 390 U.S. 747, 810-11, 88 S.Ct.
1344, 1382-83, 20 L.Ed.2d 312  (1968); and
Baltimore Gas & Electric Co. v. Natural Resources Defense
Council. 462 U.S. 87, 103  (1983)
     The courts deferred to the Agency's judgement in the
settlement of technical issues.
     Given the on-going nature of enforcement of water quality-
based permit requirements, it is recommended that updated
information be researched by the reader through available means
such as the use of LEXIS.
                             -92-

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               UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
                             WASHINGTON, D.C. 20460
                                January 25,  1989
                                                            OFFICE OF
                                                             WATER
  MEMORANDUM
«* SUBJECT :  JWhole Effluent  Toxicity Basic  Permitting  Principles  and
              forceraent  Strategy
                  - —
  FROM:      Rebecca W.  Hanmer, Acting Assistant Administrator
            Office of Water

  TO:        Regional Administrators


      Since the  issuance of the  "Policy  for the Development of
  Water Quality-based Permit Limitations  for Toxic  Pollutants" in
  March of  1984,  the Agency has been moving forward to provide
  technical  documentation to support the  integrated approach of
  using both chemical and biological methods to ensure the
  protection of water quality.  The Technical  Support Document for
  Water Quality-based Toxics Control (September, 1985) and the
  Permit Writer's Guide to Water  Quality-based Permitting for Toxic
  Pollutants (July, 1987) have been instrumental in the  initial
  implementation  of the Policy.   The Policy and supporting
  documents, however, did not result in consistent  approaches to
  permitting and  enforcement of toxicity  controls nationally.  When
  the  1984 "Policy was issued, the Agency  did not have a  great deal
  of experience in the  use of whole effluent toxicity limitations
  and  testing to  ensure protection of water quality.  We now have
  more than  four  years  of experience and  are ready  to effectively
  use  this  experience in order to improve national  consistency in
  permitting and  enforcement.

      In order to increase consistency in water quality-based
  toxicity permitting,  I am issuing the attached Basic Permitting
  Principles for  Whole  Effluent Toxicity  (Attachment 1)  as a
  standard with which water quality-based permits should conform.
  A workgroup of  Regional and State permitting, enforcement, and
  legal representatives developed these minimum acceptable
  requirements for toxicity permitting based upon national
  experience.  These principles are consistent with the  toxics
  control approach addressed in the proposed Section 304(1)
  regulation.  Regions  should use these principles  when  reviewing
  draft State permits.  If the final Section 304(1)  regulations
  include changes in this area, we will update these principles as
  necessary.  Expanded  guidance on the use of  these principles will
  be sent out shortly by James Elder, Director of the Office of
                                   -93-

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Water Enforcement and Permits.  This expanded guidance will
include sample permit language and permitting/enforcement
scenarios.

     Concurrent with this issuance of the Basic Permitting
Principles, I am issuing the Compliance Monitoring and
Enforcement Strategy for Toxics Control (Attachment 2).  This
Strategy was developed by a workgroup of Regional and State
enforcement representatives and has undergone an extensive
comment period.  The Strategy presents the Agency's position on
the integration of toxicity control into the existing National
Pollutant Discharge Elimination System (NPDES) compliance and
enforcement program.  It delineates the responsibilities of the
permitted community and the regulatory authority.  The Strategy
describes our current efforts in compliance tracking and quality
assurance of self-monitoring data from the permittees.  It
defines criteria for review and reporting of toxicity violations
and describes the types of enforcement options available for the
resolution of permit violations.

     In order to assist you in the management of whole effluent
toxicity permitting, the items discussed above will join the 1984
Policy as Appendices to the revised Technical Support Document
for Water Quality-based Toxics Control.  To summarize/ these
materials are the Basic Permitting Principles, sample permit
language, the concepts illustrated through the permitting and
enforcement scenarios, and the Enforcement Strategy.  I hope
these additions will provide the needed framework to integrate
the control of toxicity into the overall NPDES permitting
program.

     I encourage you and your staff to discuss these documents
and the 1984 Policy with your States to further their efforts in
the implementation of EPA's toxics control initiative.

     If you have any questions on the attached materials, please
contact James Elder, Director of the Office of Water Enforcement
and Permits, at (FTS/202) 475-8488.

Attachments

cc:  ASWIPCA
     Water Management Division Directors
                                  -94-

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   BASIC PERMITTING PRINCIPLES FOR WHOLE EFFLUENT TOXICITY

1.   Permits must be protective of water quality.

     a.   At a minimum, all major permits and minors of
          concern must be evaluated for potential or known
          toxicity (chronic or acute if more limiting).

     b.   Final whole effluent toxicity limits must be
          included in permits where necessary to ensure
          that state water Quality standards are met.
          These limits must properly account for effluent
          variability, available dilution, and species
          sensitivity.

2.   Permits must be written to avoid ambiguity and ensure
     enforceability.

     a.  Whole effluent toxicity limits must appear in Part I
         of the permit with other effluent limitations..

     b.  Permits contain generic re-opener clauses which
         are sufficient to provide permitting authorities
         the means to re-open, modify, or reissue the
         permit where necessary.  Re-opener clauses covering
         effluent toxicity will not be included in the
         Special Conditions section of the permit where
         they imply that limit revision will occur based
         on permittee inability to meet the limit.  Only
         schedules or other special requirements will be
         added to the permit.

     c.  If the permit includes provisions to increase
         monitoring frequency subsequent to a violation, it
         must be clear that the additional tests only deter-
         mine the continued compliance status with the limit;
         they are not to verify the original test results.

     d.  Toxicity testing species and protocols will be
         accurately referenced/cited in the permit.

3.   Where not in compliance with a whole effluent toxicity
     limit, permittees must be compelled to come into compliance
     with the limit as soon as possible.

     a.  Compliance dates must be specified.

     b.  permits can contain requirements for corrective
         actions, such as Toxicity Reduction Evaluations
         (TREs), but corrective actions cannot be delayed
         pending EPA/state approval of a plan for the
         corrective actions, unless State regulations
         require prior approval.  Automatic corrective
         actions subsequent to the effective date of a final
         whole-effluent toxicity limit will not be included
         in the permit.

                                -95-

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                                                     ATTACHMENT 1
Explanation of the Basic Permitting Principles

     The Basic Permitting Principles present the minimum
acceptable requirements for whole-effluent toxicity permitting.
They begin with a statement of the goal of whole-effluent
toxicity limitations and requirements:  the protection of water
quality as established through State numeric and narrative Water
Quality Standards.  The first principle builds on the Technical
Support Document procedures and the draft Section 304(1) rule
requirements for determining potential to violate Water Quality
Standards.  It requires the same factors be considered in setting
whole-effluent toxicity based permits limits as are used to
determine potential Water Quality Standards violations.  It
defines the universe of permittees that should be evaluated for
potential violation of Water Quality Standards, and therefore
possible whole-effluent limits, as all majors and minors of
concern.

     The second permitting principle provides basic guidelines
for avoiding ambiguities that may surface in permits.  Whole-
effluent toxicity limits should be listed in Part I of the permit
and should be derived and expressed in the same manner as any
other water quality-based limitations (i.e., Maximum Daily and
Average Monthly limits as required by Section 122.45(d)).

     In addition, special re-opener clauses are generally not
necessary, and may mistakenly imply that permits may be re-opened
to revise whole-effluent limits that are violated.  This is not
to imply that special re-opener clauses are never appropriate.
They may be appropriate in permits issued to facilities that
currently have no known potential to violate a Water Quality
Standard; in these cases, the permitting authority may wish to
stress its authority to re-open the permit to add a whole-
effluent limit in the event monitoring detects toxicity.

     Several permittees have mistakenly proposed to conduct
additional monitoring subsequent to a violation to "verify" their
results.  It is not possible to verify results with a subsequent
test whether a new sample or a split-sample which has been stored
(and therefore contains fewer volatiles) is used.  For this
reason, any additional monitoring required in response to a
violation must be clearly identified as establishing continuing
compliance status, not verification of the original violation.
                                 -96-

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     The second principle also-deals with the specification of
test species and protocol.  Clearly setting out the requirements
for toxicity testing and analysis is best done by accurately
referencing EPA's most recent  test methods and approved
equivalent State methods.  In  this way, requirements which have
been published can be required in full, and further advances in
technology and science may be  incorporated without lengthy permit
revisions.

     The third and final permitting principle reinforces the
responsibility of the permittee to seek timely compliance with
the requirements of its MPDES permit.  Once corrective actions
have been identified in a TRE, permittees cannot be allowed to
delay corrective actions necessary to comply with water quality-
based whole effluent toxicity  limitations pending Agency review
and approval of voluminous reports or plans.  Any delay on the
part of the permittee or its contractors/agents is the
responsibility of the permittee.

     The final principle was written in recognition of the fact
that a full-blown TRE may not be necessary to return a permittee
to compliance in all cases, particularly subsequent to an initial
TRE.  As a permittee gains experience and knowledge of the
operational influences on toxicity, TREs will become less
important in the day to day control of toxicity and will only be
required when necessary on a case-specific basis.
                                -97-

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                                                     ATTACHMENT 2
Background to frhfo Compliance Monitoring and Enforcement
Strategy for Toxica Control

     Tho gompj-jance Monitoring and Enforcoiaont strategy for
Toxics Control sets forth tho Agency'c otratogy for tracking
compliance with and enforcing whole-effluent toxicity xaonitoring
requirements, limitations, ochoduloo and reporting requirements.

     The Strategy delineates the roopoctivo responsibilities of
penaitteoo and permitting authorities to protect water quality
through the control of whole-effluent toxicity.  It establishes
criteria for the review of compliance data and the quarterly
reporting of violations to Headquartero and the public.  The
Strategy discusses the integration of whole-effluent toxicity
control into our existing inspection and quality assurance
efforts.  It provides guidelines on the enforcement of whole-
effluent toxicity requirements.

     The Strategy also addresses the concern nany permittees
share as they face the prospect of now requirements in their
permit - the fear of indiscriminate penalty assessment for
violations that they are unable to control.  The Strategy
recognizes enforcement discretion as a means of dealing fairly
with permittees that are doing everything feasible to protect
water quality.  As indicated in the Strategy, this discretion
deals solely with the assessment of civil penalties, however, and
is not an alternative to existing procedures for establishing
relief from State Water Quality Standards.  The Strategy focuses
on the responsibility of the Agency and authorized States to
require compliance with Water Quality Standards and thereby
ensure protection of existing water resources.
                              -98-

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                                                        01/19/89
           COMPLIANCE MONITORING AND ENFORCEMENT STRATEGY
                         FOR TOXICS CONTROL


 I.  Background

     Issuance of NPDES permits now emphasises the control of toxic
pollutants, by integrating technology and water quality-based
permit limitations, best management practices for toxic discharges,
sludge requirements, and revisions to the pretreatment implementa-
tion requirements.  These requirements affect all major permittees
and those minor permittees whose discharges may contribute to
impairment of the designated use for the receiving stream.  The
goal of permitting is to eliminate toxicity in receiving waters
that results from industrial and municipal discharges.

     Major industrial and municipal permits will routinely contain
water quality-based limits for toxic pollutants and in many cases
whole effluent toxicity derived from numerical and narrative
water quality standards.  The quality standards to establish NPDES
permit limits are discussed in the "Policy for the Development of
Water Quality-based Permit Limits for Toxic Pollutants," 49FR 9016,
March 9, 1984.  The Technical Support Document for Water Quality-
baaed Toxics Control, EPA $440/44-85032, September, 1985 and the
Permit Writer'g Guide to Water Quality-based Permitting for Toxic
Pollutants, Office oi Water, May, 1987, provide guidance for inter-
preting numerical and narrative standards and developing permit
limits.

     The Water Quality Act (WQA) of 1987 (PL 100-4, February 4,
1987) further directs EPA and the States to identify waters that
require controls for toxic pollutants and develop individual
control strategies including permit limits to achieve control of
toxics.  The WQA established deadlines, for individual control
strategies (February 4, 1989) and for compliance with the toxic
control permit requirements (February 4, 1992).  This Strategy
will support the additional compliance monitoring, tracking, evalu-
ation, and enforcement of the whole effluent toxicity controls
that will be needed to meet the requirements of the WQA and EPA's
policy for water quality-based permitting.

     It is the goal of the Strategy to assure compliance with
permit toxicity limits and conditions through compliance inspec-
tions, compliance reviews, and enforcement.  Water quality-based
limits may include both chemical specific and whole effluent toxi-
city limits.  Previous enforcement guidance (e.g., Enforcement
Management System for the National Pollutant Discharge Elimination
System, September, 1986; National Guidance for Oversight of NPDES
Programs, May, 1987; Guidance for Preparation of Quarterly and
Semi-Annual Noncompliance Reports, March, 1986) has dealt with
                                -99-

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chemical-specific water quality-based limits.  Thio Strategy will
focus on whole effluent toxicity linito.  Such toxicity linito  may
appear in permits, administrative orders, or judicial orderc.

 II.  Strategy Principles

      This strategy io based on four principles!

        1)  Permittees are responsible for attaining, nonitoring,
            and maintaining permit compliance and for the quality
            of their data.

        2)  Regulators will evaluate self-monitoring data quality
            to ensure program integrity.

        3)  Regulators will assess compliance through inspections,
            audits, discharger data reviews, and other independent
            monitoring or review activities.

        4)  Regulators will enforce effluent limits and compliance
            schedules to eliminate toxicity.

III.  Primary Implementation Activities

      In order to implement this Strategy fully, the following
activities are being initiated:

      A.  Immediate development

            1.  The NPDES Compliance Inspection Manual was
                revised in May 1988 to include procedures  for
                performing chronic toxicity  tests and evaluating
                toxicity reduction evaluations.  An inspector
                training module was also developed in August
                1988 to support inspections  for whole effluent
                toxicity.

            2.  The Permit Compliance System (the national  NPDES
                data base) was modified to allow inclusion
                of toxicity limitations and  compliance schedules
                associated with toxicity reduction evaluations.
                The PCS Steering Committee will review standard
                data elements and determine  if further modifi-
                cations are necessary.

            3.  Compliance review factors (e.g., Technical
                Review Criteria and significant noncompliance
                definitions) are being proposed to evaluate
                violations and appropriate response.

            4.  A Quality Assurance Fact Sheet has boon developed
                (Attached) to review the quality of toxicity test
                results submitted by permittees.
                                -100-

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           5.  The Enforcement Response Guide in the Enforcement
               Management System will be revised to cover the use
               of administrative penalties and other responses to
               violations of toxicity controls in permits.   At
               least four types of permit conditions are being
               examined* (1) whole-effluent toxicity monitoring
               (sampling and analysis), (2) whole effluent
               toxicity-based permit limits, (3) schedules to
               conduct a TRE and achieve compliance with water
               quality-based limits, and (4) reporting requirments.

     B.  Begin development in Spring 1989

          With the assistance of the Office of Enforcement and
     Compliance Monitoring (OECM), special remedies and model forms
     will be developed to address violations of toxicity permit
     limits (i.e., model consent decrees, model complaints, revised
     penalty policy, model litigation reports, etc.)

IV.   Scope and Implementation of Strategy

     A.  Compliance Tracking and Review

           1.  Compliance Tracking

                The Permits Compliance System (PCS) will be
 i          used as the primary system for tracking limits and
           monitoring compliance with the conditions in NPDES
           permits.  Many new codes for toxicity testing have
           already been entered into PCS.  During FY 89, head-
           quarters will provide additional guidance to Regions
           and States on PCS coding to update existing documenta-
           tion.   The Water Enforcement Data Base (WENDB)
           requirements as described in the PCS Policy Statement
           already require States and Regions to begin
           incorporating toxicity limits and monitoring information
           into PCS.

                In addition to guidance on the use of PCS,
           Headquarters has prepared guidance in the form
           of Basic Permitting Principles for Regions and
           States that will provide greater uniformity
           nationally on approaches to toxicity permitting.
           One of the major problems in the tracking and
           enforcement of toxicity limits is that they differ
           greatly from State-to-State and Region-to-Region.
           The Permits Division and Enforcement Division in
           cooperation with the PCS Steering Committee will
           establish standard codes for permit limits and
           procedures for reporting toxicity results based on
           this guidance.
                                -101-

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           Whole effluent toxicity self-monitoring data
      ohould undergo an appropriate quality review.  (See
      attached checklist for ouggootod toxicity review
      factors.)  All violations of permit limits for
      toxics control should be reviewed by a professional
      qualified to assess the noncompliance.  Rogions and
      States should designate appropriate staff.

      2.  Compliance Review

           Any violation of a whole effluent tosicity
      linit io of concern to the regulatory agency and
      should receive an immediate professional review.
      In terms of the Enforcement Management System (EMS),
      any whole effluent violation will have a violation
      review action criterion (VRAC) of 1.0.  However, the
      appropriate initial enforcement response nay be to
      require additional monitoring and then rapidly
      escalate the response to formal enforcement if  the
      noncompliance persists.  Where whole effluent
      toxicity is based on a pass-fail permit limitation,
      any failure should be immediately targeted for
      compliance inspection.  In some instances, assessment
      of the compliance status will be required through
      issuance of Section 308 letters and 309(a) orders to
      require further toxicity testing.

           Monitoring data which is submitted to fulfill
      a toxicity monitoring requirement in permits that do
      not contain an independently enforceable whole-effluent
      toxicity limitation should also receive immediate
      professional review.

           The burden for testing and biomonitoring  is on
      the permittee; however, in some instances, Regions and
      States may choose to respond to violations through
      sampling or performance audit inspections.  When an
      inspection conducted in response to a violation identi-
      fies noncompliance, the Region or State should
      initiate a formal enforcement action  with a  compliance
      schedule, unless remedial action is already  required
      in the permit.

B.  Inspections

     EPA/State compliance inspections of all major permittees
on an annual basis will be maintained.  For nil facilities
with water quality-based toxic limits, ouch inspections should
include an appropriate toxic component (numerical and/or
whole effluent review).  Overall the NPDES  inspection and
data quality activities for toxics control  ohould  receive
greater emphasis than in the present inspection strategy.
                            -102-

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         1.  Regional/State Capability

              The EPA'® "Policy for the Development of Water
         Quality-based Permit Limits for Toxic Pollutants"
         (March 9, 1984 Federal Register) state® that EPA
         Regional Administrators will assure that ©ach
         Region has the full capability to conduct water      ,
         quality assessments using both biological and chemi-
         cal methods and provide technical assistance to the
         States.  Such capability should also be maintained
         for compliance biomonitoring inspections and toxics
         sampling inspections.  This capability should include
         both inspection and laboratory capability.

         2.  Use of Nonsampling Inspections

              Nonsampling inspections as either compliance
         evaluations (CEIs) or performance audits (PAIs) can
         be used to assess permittee self-nonitoring data
         involving whole effluent toxicity limits, TREs, and
         for prioritization of sampling inspections.*  As
         resources permit, PAIs should be used to verify
         biomonitoring capabilities of permittees and
         contractors that provide toxicity testing self-
         monitoring data.

         3.  Quality Assurance

              All States are encouraged to develop the
         capability for acute and chronic toxicity tests
         with at least one fish and one invertebrate species
         for freshwater and saltwater if appropriate.  NPDES
         States should develop the full capability to assess
         compliance with the permit conditions they establish.

              EPA and NPDES states will assess permittee
         data quality and require that permittees develop
         quality assurance plans.  Quality assurance plans
         must be available for examination.  The plan should
         include methods and procedures for toxicity testing
         and chemical analysis; collection, culture, mainte-
         nance, and disease control procedures for test
         organisms; and quality assurance practices.  The


Due to resource considerations, it is expected that sampling
inspections will be limited to Regional/State priorities  in
enforcement and permitting.  Routine use of CEIs and PAIs should
provide the required coverage.
                              -103-

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      permittee ohould aloo have available quality control
      charts, calibration rocordo,  raw test data,  and
      culture records.

           In conjunction with the QA piano, EPA will
      evaluate permittee laboratory performance on EPA
      and/or State approved methods.  This evaluation io
      an essential part of the laboratory audit proceoo.
      EPA will rely on inspections and other quality
      aoourance measures to maintain data quality.  However,
      States oay prefer to implement a laboratory certifi-
      cation program consistent with their regulatory
      authorities.  Predetermined limits of data accepta-
      bility will need to bo ootabliohod for each toot
      condition (acute/chronic), opecies-by-species.

C.  Toxicity Reduction Evaluations (TREo)

     TREo are systematic investigations required of permittees
which combine whole effluent and/or chemical specific tooting
for toxicity identification and characterization in a planned
sequence to expeditiouoly locate the oource(o) of tozicity and
evaluate the effectiveness of pollution control actions and/or
inplant modifications toward attaining compliance with a permit
limit.  The requirement for a TRE io usually based on a
finding of whole effluent toxicity as defined in the permit.
A plan with an implementation schedule is then developed to
achieve compliance.  Investigative approaches include
causative agent identification and toxicity treatability.

      1.  Requiring TRE Plans

           TRE's can be triggered:  1) whenever there is a
      violation of a toxicity limit that prompts enforcement
      action or 2) from a permit condition  that calls for a
      toxicity elimination plan within a specified time
      whenever toxicity is found.  The enforcement action
      such as a 309(a) administrative order or State
      equivalent, or judicial action then directs the
      permittee to take prescribed steps according to a
      compliance schedule to eliminate the  toxicity.  This
      schedule ohould b@ incorporated into  the permit, an
      administrative order, or judicial order and compliance
      with the schedule ohould be tracked through PCS.

      2.  Compliance Determination Followup

           Compliance status must be assessed following the
      accomplishment of a TRE plan using the coot effi-
      cient and effective methods available.  Those  methods
      include site visits, self-monitoring, and inspections.
                              -104-

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      Careful attention to quality assurance will assist in
      minimising the regulatory burden.  The sethod of
      compliance assessment should be determined on a
      case-by-case basis.

D.  Enforcing Toxic Control Permit Conditions

     Enforcement of toxic controls in permits depends upon a
clear requirement and the process to resolve the noncompli-
ance.  In addition to directly enforceable whole effluent
limits (acute and chronic, including absolute pass-fail
limits), permits have contained several other types of
toxic control conditions:  1) "free from" provisions,
2) schedules to initiate corrective actions (such as TREs)
when toxicity is present, and/or 3) schedules to achieve
compliance where a limit is not currently attained.
Additional requirements or schedules may be developed
through 308 letters, but the specific milestones should be
incorporated into the permit, administrative order or
State equivalent mechanism, or judicial order to ensure
they are enforceable.

      1.  The Quarterly Noncompliance Report (QNCR)

          Violations of permit conditions are tracked and
          reported as follows:

            a.  Effluent Violations

            Each exceedance of a directly enforceable whole
            effluent toxicity limit is of concern to the
            regulatory agency and, therefore, qualifies
            as meeting the VRAC requiring professional
            review  (see section IV.A.2.).

            These violations must be reported on the QNCR
            if the violation is determined through profes-
            sional review to have the potential to have
            caused a water quality impact.

            All QNCR-reportable permit effluent violations
            are considered significant noncompliance  (SNC).

            b.  Schedule Violations

            Compliance schedules to meet new toxic controls
            should be expeditious.  Milestones should be
            established to evaluate progress routinely and
            minimize delays.  These milestones should be
            tracked and any slippage of 90 days or more
            must be reported on the QNCR.
                              -105-

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      The following nilcotonoo are conoidorod SMC  when
      90 dayo or more overdue:  submit plan/schedule
      to conduct TRE, initiate TRE,  oubmit toot rooulto,
      oubmit implementation plan/ochcdulo (if appro-
      priate), start construction, end conotruction,
      and attain compliance with pornit.

      c.  Reporting/Other Violations

      Violation of other toxic control requirement!)
      (including roporto) will be reported uoing
      criteria that are applied to comparable NPDES
      permit conditions.  For example, failure to
      oubmit a report within 30 dayo after the due
      date or oubmittal of an inaccurate or inadequate
      report will be roportable noncoapliance (on
      the QNCR).

      Only failure to oubmit toxicity limit oelf-
      monitoring reports or final TRE progress reports
      indicating compliance will be SNC when 30 dayo
      or more overdue.

    Resolution (bringing into compliance) of all three
    types of permit violations (effluent, schedule,
    and reporting/other) will be through timely and
    appropriate enforcement that is conoiotent with
    EPA Oversight Guidance.  Administering agencies
    are expected to bring violators back into compliance
    or take formal enforcement action against facilities
    that appear on the QNCR and are in SNC; otherwise,
    after two or more quarters the facility must be
    listed on the Exceptions List.

2.  Approaches to Enforcement of Effluent Limitations

     In the case of noncompliance with whole effluent
toxicity limitations, any formal enforcement action
will be tailored to the specific violation and remedial
actions required.  In oome instances, a Toxicity
Reduction Evaluation  (TRE) may be appropriate.  However,
where directly enforceable toxicity-based limits are
used, the TRE io not an acceptable enforcement response
to toxicity noncompliance if  it requires only additional
monitoring without a requirement to determine appropriate
remedial actions and  ultimately compliance with the
limit.
     If the Regions or States use administrative
enforcement for violations of toxic requirements,
ouch actions should require compliance by & date
certain, according to a set schedule, and an
                     -106-

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            administrative penalty should be considered.1-
            Failure to comply with an Administrative Order
            schedule within 90 days indicates a schedule delay
            that may affect the final compliance date and a
            judicial referral is the normal response.  In instances
            where toxicity has been measured in areas with potential
            impacts on human health (e.g., public water supplies/
            fish/shellfish areas, etc.), regions and states
            should presume in favor of judicial action and seek
            immediate injunctive relief (such as temporary
            restraining order or preliminary injunction).

                 In a few highly unusual cases where the permit-
            tee has implemented an exhaustive TRE plan^, applied
            appropriate influent and effluent controls**, maintained
            continued compliance with all other effluent limits,
            compliance schedules, monitoring, and other permit
            requirements, but is still unable to attain or maintain
            compliance with the toxicity-based limits, special
            technical evaluation may be warranted and civil penalty
            relief granted.  Solutions in these cases could be
            pursued jointly with expertise from EPA and/or the
            States as well as the permittee.

                 Some permittees may be required to perform a
            second TRE subsequent to implementation of remedial
            action.  An example of the appropriate use of a
            subsequent TRE is for the correction of new violations
            of whole effluent limitations following a period of
^Federal Administrative penalty orders must be linked to violations
of underlying permit requirements and schedules.

2see Methods for Aquatic Toxicity Identification Evaluations,
Phase""!, Toxicity Characteriaation Procedures, EPA-600/3-88/035,
Table 1.An exhaustive TRE plan covers three areas:  causative
agent identification/toxicity treatability; influent/effluent
control; and attainment of continued compliance.  A listing of
EPA protocols for TREs can be found in Section V (pages 11 and
12).

3?or industrial permittees, the facility must be well-operated
to achieve all water quality-based, chemical specific, or BAT
limits,  exhibit proper 0 & M and effective BMPs, and control
toxics through appropriate chemical substitution and treatment.
For POTW permittees, the facility must be well-operated to
achieve all water quality-based, chemical specific, or secondary
limits as appropriate,  adequately implement its approved pretreat-
ment program, develop local limits to control toxicity, and
implement additional treatment.


                                  -107-

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sustained compliance (6 nontho or greater in duration)
indicating a different problem from that addressed
in the initial TRE.

3.  Enforcement of Compliance Schedule and Reporting
    Requirements

     In a number of inotancoo, the primary
requirements in the permits to address tosicity
will be schedules for adoption and implementation
of biomonitoring plans, or submission of reports
verifying TREo or other oinilar reporting require-
ments.  Regions and States should consider any
failure (1) to conduct self-monitoring according
to EPA and State requirements* (2) to noot TRE
schedules within 90 days, or  (3) to submit reports
within 30 days of the specified deadline as SMC.
Such violations should receive equivalent enforce-
ment follow-up as outlined above.

4.  Use of Administrative Orders With Penalties

     In addition to the formal enforcement actions
to require remedial actions,  Regions and States
should presume that penalty AO's or State equiva-
lents can be issued for underlying permit violations
in which a formal enforcement action is appropriate.
Headquarters will also provide Regions and States
with guidance and examples as to how the current
CWA penalty policy can be adjusted.

5.  Enforcement Models and Special Remedies

    OWEP and OECM will develop standard pleadings
and language for remedial activities and compliance
milestones to assist Regions  and States in addres-
sing violations of toxicity or water quality-based
permit limits.  Products will include model  litiga-
tion reports, model complaints and consent decrees,
and revised penalty policy or penalty algorithm
and should be completed in early FY 1989.
                       -108-

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Summary of Principal Activities and Products
A.  Compliance Tracking and Review guidance
      1.  PCS Coding Guidance - May/ 1987; revioion
          2nd Quarter 1989
      2.  Review Criteria for Self-monitoring Data (draft
          attached)
B.  Inspections and Quality Assurance
      1.  Revised NPDES Compliance Inspection Manual -
          May 1988.
      2.  Quality Assurance Guidance - 3rd Quarter FY 1989.
      3.  Biomonitoring Inspection Training Module -
          August 1988.
      4.  Additions of a reference toxicant to DMRQA program
          (to be determined)
C.  Toxics Enforcement
      1.  Administrative and Civil Penalty Guidance - 4th
          Quarter FY 1989
      2.  Model Pleadings and Complaints - 2nd Quarter  1989
      3.  EMS Revision - 2nd Quarter FY 1989
D.  Permitting Consistency
      1.  Basic Permitting Principles - 2nd Quarter FY  1989
E.  Toxicity Reduction Evaluations
                            Logy for conducting
                            i Evaluations - 2na
1.  Generalized Methology for Conducting Industrial
    Toxicity Reduction Evaluations - 2na Quarter
    FY 1989
      2.  Toxicity Reduction Evaluation Protocol  for
          Municipal Wastewater Treatment Plants - 2nd Quarter
          FY 198
                              -109-

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Methods for Aquatic Toxicity Indentificotion
Evaluationo
a.
Phase I.
b.  Phaoe II
Toxicity Characterisation
Procedures, EPA-600/3-88/034-
Soptoaber 1988

Toxicity Identification
Procedures, EPA-600/3-88/035-
2nd Quarter 1989
    Phase III.  Toxicity Confirmation  Procoduroo-
                         1-88/036  -  2nd Quarter
                PY  1989
                  -110-

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                                                        Attachment
            QUALITY  CONTROL  FACT SHEET FOR  SELF-BIOMONITORING
                      ACUTE/CHRONIC TOXICITY TEST  DATA      ~~~
.Permit No.
Facility Mane
Facility  Location
Laboratory/Investigator	
Permit Requirements;
  Sampling Location	   Type  of  Sample^
  Limit                            Test  Duration
  Type of Test 	      Test  Organism Age 	
Test Results;
  LC50/EC50/NOEL 	  95% Confidence Interval
Quality Control  Summary!
  Date of Samplei	  Dates of Test?  	
  Control Mortality!	%       Control  Mean Dry Weight
  Temperature  maintained within +2«C of test temperature?  Yes	
  Dissolved oxygen  levels always greater than 40% saturation?
    Yes	 No	
  Loading  factor  for  all exposure chambers less than or equal to
  maximum  allowed for the test  type and temperature?    Yes	 No_
  Do  the test  results indicate  a direct relationship between effluent
  concentration and response  of the test organism (i.e., more deaths
  occur at the highest effluent concentrations)?    Yes	 No
                                  •-iii-

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                  SECTION 6
BASIC PERMITTING PRINCIPLES/INTRODUCTION TO TREs
             INTRODUCTION TO TREs
TREs IN THE PERMITTING AND ENFORCEMENT PROCESS
            TRE AVAILABLE GUIDANCE
                       -113-

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    PERMITTING PRINCIPLES AND
    EXAMPLE PERMIT LANGUAGE
         FORTREs
BASIC PERMITTING PRINCIPLES
           AND


 EXAMPLE PERMIT LANGUAGE

           FOR

      WET andTREs
PRINCIPLE NUMBER ONE
     PERMITS MUST BE
  PROTECTIVE OF WATER
         QUALITY
           -115-

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AT A MINIMUM, ALL MAJOR PERMITS AND
MINORS OF CONCERN SHOULD BE
EVALUATED FOR POTENTIAL OR KNOWN
TOXICITY
FINAL WHOLE EFFLUENT TOXICITY LIMITS
MUST BE INCLUDED IN PERMITS WHERE
NECESSARY TO ENSURE THAT STATE
WATER QUALITY STANDARDS ARE MET
PRINCIPLE NUMBER TWO
      PERMITS MUST BE
      WRITTEN TO AVOW
   AMBIGUITY AND ENSURE
      ENFORCEABILITY
  PERMIT CONDITION NUMBER
              ONE
     PERMIT LOUTS IN PART ONE
  OF PERMIT EFFECTIVE IMMEDIATELY
     OR AT A SPECIFIED DELAYED
             DATE
              -lie-

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      EXAMPLE PERMIT LANGUAGE
     FOR EFFLUENT TOXICITY LIMITS
Part 1A. Final Effluent Limitations and Monitoring Requirements

    During the period beginning on the effective date
    of this permit and lasting until the expiration date,
    the permittee is authorized to discharge in
    accordance with the following limitations and
    monitoring requirements from the following
    outfall(s):	.
Effluent Characteristic
Reporting
code/units
Barameter
Discharge Limitation
Daily
Maximurr
Monthly
Average
Monitoring Frequency
Measurement
Frequency
Sample
Type
61426/TUc   Toxkaty    5.9
1.2
x/month
composite
   PERMIT CONDITION NUMBER
                  TWO
 REPORTING REQUIREMENTS  TO INCREASE
 MONITORING IN THE EVENT  OF EFFLUENT
 VIOLATION, AND LEADING EITHER TO
 AN ENFORCEMENT ACTION, TRE OR
 RETURN  TO NORMAL MONITORING
 DOES NOT VERIFY THE ORIGINAL VIOLATION
                    -117-

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      EXAMPLE PERMIT LANGUAGE
    FOR REPORTING REQUIREMENTS
Part 1B. Reporting Requirements
1. Toxicity Limitations

Where any one monitoring event shows a violation of the limits
in Part 1A of this permit, the permittee shall be considered in
violation of this permit and shall increase the frequency of
toxicity testing to once per week and submit the data within
x days to the permitting authority. The permitting authority
will determine whether enforcement action will be initiated, or
whether the permittee must implement the requirements of
Part IIIA of this permit or return to the monitoring requirements
in Part 1A.

The permittee shall use  the testing and data assessment procedure
described in Part 1MB of this permit.
    PERMIT CONDITION NUMBER
                   THREE
    TOXICITY TESTING SPECIES AND
    PROTOCOLS SHOULD BE ACCURATELY
    REFERENCED/CITED IN  THE PERMIT
                      -118-

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PRINCIPLE NUMBER THREE
  WHERE NOT IN COMPLIANCE
      WITH A WET LIMIT,
     PERMITTEES MUST BE
  COMPELLED TO COME  INTO
    COMPLIANCE WITH THE
  LIMIT AS SOON AS POSSIBLE
   ALL COMPLIANCE DATES SHOULD BE
   SPECIFIED
   CORRECTIVE ACTIONS (TREs) CANNOT
   BE DELAYED PENDING EPA OR STATE
   APPROVAL OF THE PLAN, UNLESS
   STATE REGULATIONS REQUIRE
   PRIOR APPROVAL
  THE PRELIMINARY SCHEDULE
   SET IN PERMIT WHERE TOXICITY IS
   KNOWN, OR BY RE-OPENING THE
   PERMIT OR ISSUING AND ENFORCEMENT
   ORDER (SECTION 308 OR 309) WHERE
   TOXICITY IS FOUND SUBSEQUENT
   TO PERMIT ISSUANCE
               -119-

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          EXAMPLE PERMIT LANGUAGE

                 FOR TRE SCHEDULES

Part  IIIA.  Special  Conditions: Toxicity Reduction  Evaluation

The Discharger shall demonstrate that  effluent toxicity-based  permit
limits described in Part IA of this permit are being attained and
maintained through the application of all reasonable treatment and/or
source control measures. Upon identifying noncompliance with those
limits following the conditions of Part IC1, the Discharger shall initiate
a TRE according to the following schedule:
                                                        Deadline
                                                       Within 24 hours
1. Take all reasonable measures necessary
to immediately reduce toxicity, where
source is known

2. Where source of toxicity is known, submit
a plan and schedule to attained continued
compliance with effluent toxicity-based permit
limitations in Part IA, if  immediate compliance
is not attained

3. Where source of toxicity is unknown and
toxicity  cannot be immediately controlled
through operational changes, submit a TRE
study plan detailing the  toxicity reduction
procedures to be employed. EPA's Toxicity
Reduction Evaluation Procedures; Phases 1,2 and
3 (EPA 600/3-88-034,035  and  036) and TRE
Protocol for  POTWs (EPA600/8-88-00)
shall be the basis for this plan.

4. Initiate TRE plan

5. Comply with approved TRE schedule

6. Submit results of TRE; include a summary of
findings, corrective actions required, and data generated

7.  Implement TRE  controls as  described  In  final report

8. Complete TRE implementation to meet
permit limits and conditions
                                                       Within 30 days
                                                       Within 45 days

                                                       Within 45 days

                                                       Immediately upon
                                                         approval

                                                      Per approved schedule

                                                     On duo date of  final report
                                                      per approved schedule
                                                       Per approved schedule,
                                                       but in no case later than
                                                       later than x months from
                                                      initial nonoajspltance
                                 -120-

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          TOXICITY REDUCTION EVALUATION
       A SITE-SPECIFIC STUDY CONDUCTED IN
              A STEP-WISE PROCESS TO
              NARROW THE SEARCH FOR
           EFFECTIVE CONTROL MEASURES
               FOR EFFLUENT TOXICITY
            Figure 1 - Generalized TRE Flowchart
                  Information and Data
                      Acquisition
                  Facility Operation and
                  Maintenance evaluation
                 Toxicity  Identification
                       Evaluation
Toxicity Treatability
    Evaluation
Source Investigation!
                 Control Method Selection
                   and Implementation
                Follow-up and Confirmation
                         -121-

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   WHAT PROMPTS A



 TOXJCITY REDUCTION
     EVALUATION?
        TRE
    SCENARIOS
ICT SCENARIO #1
TOXICITY FOUND PRIOR



TO PERMIT ISSUANCE
        -122-

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      SCENARIO  #1
     • THE REQUIREMENT IN PERMIT
     •  SOME DATA, SO SPECIFIC SCHEDULE
       LIMIT IN PERMIT PRIOR TO REQUIRING
       CONSTRUCTION OR SOURCE CONTROL
          EHRMPLE PERMIT LfiNGURGE

          FOR TRE SCHEDULES


Part MIR. Special Conditions: ToHicity Reduction Eualuation

 The Discharger shall Initiate a TRE according to the following schedule:
  1. Submit TRE study plan
  detailing the toxacity reduction
  evaluation procedures to be
  employed. EPA's Toxlclty Reduction
  Evaluation Procedures: Phases 1. 2
  and 3 (EPA 600/3-86-034.035 and
  036) and TRE Protocol for Municipal
  Wastewater Treatment Plants (EPA
  600/8-88-62) shall be the basis for
  this plan.
  2. Initiate TRE


  3. Submit TRE progress reports


  4 Submit results of TRE
  5. Implement TRE controls as
  described in final report
  6. Complete toxiciry control
  Implementation and meet
  permit limits and conditions
Within 45 days of
permit Issuance
Within 45 days of
permit issuance

By the 15th day of each
calendar  quarter

Within 10 months of
permit issuance

Within 16 months of
permit issuance
Within 2 years of
permit issuance
                       -123-

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^SCENARIO #2A


TOXICITY TESTING WITH A

THE TRIGGER
SCENARIO #2A


 o TRE TRIGGER IN PERMIT
 o NO SPECIFIC DATA, SO GENERAL TRE
   SCHEDULE
 o MUST REOPEN PERMIT TO SET LIMIT
  AND REQUIRE CONSTRUCTION,
  SOURCE CONTROL. OR OTHER
  TOXICITY CONTROL OPTIONS
          -124-

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         EXAMPLE PERMIT LANGUAGE

              FOR TRE SCHEDULES

Part  IMA. Special  Conditions  Toxicity Reduction Evaluation

The Discharger shall demonstrate thai effluent toxidty-bated permit
limits described in Part IA ol this permit art being attained and
maintained through the application ol an reasonable treatment and/or
source control measures. Upon identifying noncomplianee with those
limits following the conditions ot Part IC1, the Discharger shall initiate
a TRE according to the totowing schedule:
Task                                            Daxyin*
t. Tak* all reasonable measures necessary
to  immediately reduce loxieity. where
source tt known                                   Within 24 hours

2.  Where source ot loxicity is known, submit
a plan and schedule to attained continued
compliance wttti effluent toxiclty-based permit
BmHations in Part IA. If Immediate compliance
la not attained                                     Within 30 days

3.  Where source of toxtoHy Is unknown and
toxicity cannot be immediately controlled
through operational changes, submit a TRE
study plan detailing the loxieity reduction
procedures to be employed. EPA's Toxicity
Reduction Evaluation Procedures: Phases 1.2 and
3 (EPA «00/3.|«.OW,OJS and 036) and TRE
Protocol  tor  PDTWi  (6PA600/M8-00)
•hal be the basis tor this plan.                          Within 45 days

4.  Initiate TRE plan                                 Within 45 days

5. Comply with approved TRE schedule                    Immediately upon
                                                approval
6.  Submit results of TRE; include a summary of
findings, corrective actions required, and  data generated   Per approved schedule

7.  Implement TRE controls as described m final report   On due date of final report
                                             per approved schedule
I. Complete TRE implementation to meet                  Per approved schedule.
permit limits and conditions                           but In no case later than
                                              Mer than x months from
                                              Initial noooompliance
            SCENARIO    #2B

     TOXICITY TESTING WITH

            NO TRE TRIGGER
                          OR

      PERMITTING  AUTHORITY

              FINDS  TOXICITY
                           -125-

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 SCE1VARIO  #2B
 1. ISSUE SECTION 308 LETTER TO
 REQUIRE ACCELERATED TESTING

 2. IF ADDITIONAL DATA SHOWS TOXICITY,
 ISSUE SECTION 308 LETTER TO REQUIRE
 TRE
             OR
 REOPEN PERMIT TO ADD LIMIT AND/OR
 REQUIRE TRE
 SCENARIO #2B
 O SOME DATA. SO SPECIFIC SCHEDULE
   MUST REOPEN PERMIT TO SET LIMIT
   AND REQUIRE CONSTRUCTION OR
   SOURCE CONTROL, OR OTHER
   TOXICITY CONTROL OPTIONS
      SCENARIO #3A


WHOLE  EFFLUENT TOXICITY

LIMIT WITH A TRE TRIGGER
              -126-

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 SCENARIO #3A
 • NO SPECIFIC DATA, SO GENERAL TRE
  SCHEDULE

 • MAT WANT TO ISSUE SECTION 308
  LETTER TO REQUIRE ACCELERATED
  TESTING

 • DO NOT NEED TO REOPEN PERMIT TO
  SET LIMIT/REQUIRE CONSTRUCTION.
  SOURCE CONTROL, OR OTHER
  TOXICITY CONTROL OPTIONS

 « MAY WANT TO REOPEN PERMIT TO
  MODIFY SCHEDULE
      SCENARIO  #3B
WHOLE EFFLUENT TOXICITY

LIMIT WITH NO TRE TRIGGER
SCENARIO #3B

0 ISSUE SECTION 308 LETTER REQUIRING
  ACCELERATED MONITORING

              OR

• ISSUE SECTION 309 ORDER REQUIRING
  ADDITIONAL MONITORING AND/OR TRE

•SOME DATA, SO SPECIFIC TRE SCHEDULE
• DO NOT NEED TO REOPEN PERMIT TO
  SET LIMIT/REQUIRE CONSTRUCTION,
  SOURCE CONTROL,  OR OTHER
  TOX1CITY CONTROL OPTIONS
             -127-

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  OTHER  CONSIDERATIONS

 A SUCCESSFUL THE SHOULD RESULT IN
 COMPLIANCE WITH THE PERMIT
 TOX1CITY MAY BE ELIMINATED THROUGH
 SIMPLE O&M OR HOUSEKEEPING
 IMPROVEMENTS
 TOXJCITY MAT MYSTERIOUSLY DISAPPEAR .
 BUT THE TRE IS NOT OVER YET

       -EXISTING DATA EVALUATION
       -CONTINUED FOLLOW-UP
           MONITORING
    m SUMMARY . .  .
TREs

 ARE TRIGGERED BY "UNACCEPTABLE
 TOXICITY"

 CAN BE REQUIRED BY

      PERMIT  [Q

      SECTION 308 LETTER

      SECTION 309 ORDER (OR
      JUDICIAL DECREES)
             -128-

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  AVAILABLE GUIDANCE
METHODS FOR AQUATIC TOXICITY
IDENTIFICATION EVALUATIONS

   - PHASE I--TOXICITY CHARACTERIZATION
     PROCEDURES, EPA 600/3-88/034

   - PHASE II--TOXICITY IDENTIFICATION
     PROCEDURES, EPA 600/3-88/035

   - PHASE III—TOXICITY CONFIRMATION
     PROCEDURES, EPA 600/3-88/036

GENERALIZED METHODOLOGY FOR CONDUCTING
INDUSTRIAL TOXICITY REDUCTION EVALUATIONS,
EPA 600/2-88/070
TOXICITY REDUCTION EVALUATION PROTOCOL
FOR MUNICIPAL WASTEWATER TREATMENT
PLANTS, EPA 600/2-88/062
           -129-

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TRE Objective - Definition
• Goals
• Triggers


                 Effluent and Influent
                   Monitoring Data
>,
x^
Information and
Data Acquisition


                                                            Plant end
                                                        Proceu Description
                   Evaluation of
               Treating Final Effluent
                              Toxtcity Reduction
                              Method Evaluation
                                                                                                       Tier I
                                         Evaluation of Chemical UM
                   Evaluation of
               Facility Housekeeping
                                                            Evaluation of
                                                         Treatment System
                                                                                 Did
                                                                          Treatment System
                                                                          Correction! Reduce
                                                                              Toiicity'
        Did
   Housekeeping
Improvements Reduce
     Toxicilv
   Did Chemical
Replacementa Reduce
     Toncity ?
                                  Toucitv Identification Evaluation (TIE)
          Tciicitv Treatability Approac.n
                                                       Caujative Agent Approach
                                                                              Source
                                                                      Identification Evaluation
Tier II
                         Evaluation of Source Control/
                           Treating Proceta Streams
                                   Selection and Method Implementation  >•
                                        Follow-up and Confirmation
                                                                                                        Tier III
                                                                                                        Tier IV
                                                                                                        Tier V
                                                                                                        Tier VI
Figure 1 ?    Toxicrry Reduction EvJuUtion (TRE) Now chart
                                                           -130-

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                                            NPDES TRE Permit Condition*
                                           Requirements/Recommendation*
                                                        _L
                                            Information and Data Acquarfcon
                                      Prejtreatment Program Rcv*», POTW De*gn
                                                and Opar attng Review
POTW Performance
Evaluation (Figure 3-1
                               No
                    Tosicitv Idtnttfication
                    Eviiuanon (Figure 4-1)
                                Yas
                  Toxicity Sogrca Evaluation-
                       Tiar I  (Figure 5-1)
                         Additional
                         Information
                          Raquirad
                                Yat
   Toxieitv Sourca Evaluation—Tier II:
     Sourca Rinkmg/Pfttrnatment
         Evaluation (Figure 6-1)
                                                           No
                                      No
                   POTW In.Plant
                  Control Evaluation
                 i
                            JL
                       Toxicity Control
                          Selection
                                                                               Initial Phaae I
                                                                          Toxicity Criaractanution
                                                                           Conventional Pollutant
                                                                             Treatability Tests
                                                             Toxieity
                                                          PlM-Throuflh
                                                          or Treatment
                                                            Inhibition
                                                                                       No
                       Toneity Control
                     Implementation and
                    Follow-Up Monitoring
Figure 1-1.  TRE flow diagram for municipal waatowater treatment plant.
                                                           -131-

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              SECTION 7
TRE INDUSTRIAL AND MUNICIPAL PROTOCOLS
                -133-

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       MUNICIPAL PROTOCOL
  TOXICITY REDUCTION EVALUATION
      PROTOCOL FOR MUNICIPAL
  WASTEWATER TREATMENT PLANTS


           TRE REQUIREMENT

• Triggered by evidence of unacceptable
  effluent toxicity

• Usually a TRE plan and schedule must be
  submitted

• Continues  until acceptable effluent toxicity
  is achieved
     TOXICITY REDUCTION EVALUATION
• Identify the constituents causing effluent
  toxicity

• Locate the sources of effluent toxicants/toxicity

» Evaluate the feasibility and effectiveness of
  toxicity control options
                  -135-

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        MUNICIPAL TRE PROTOCOL
o  Development and review of a TRE plan

o  Selection of appropriate steps in a  TRE

o  Evaluation and interpretation of  the data

o  Selection and implementation of control
   options
      LIMITATIONS OF THE PROTOCOL

o  Addresses Methods for Reduction  in Whole
   Effluent Toxicity

o  Limited Case Studies

 COMPONENTS OF THE MUNICIPAL TRE PROTOCOL

 Information and Data Acquisition
 POTW Performance Evaluation
 Toxicity Identification Evaluation
 Toxicity Source Evaluations (Tiers I and II)
 POTW In-Plant Control Evaluation
 Toxicity Control Selection and Implementation

 POTW OPERATIONS  AND PERFORMANCE DATA
   NPDES  Discharge Monitoring Reports
   POTW Design Criteria
   Process Control  Data
   Treatment Interferences
   Process Sidestream Discharges
   Wastewater Bypasses
                -136-

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        PRETREATMENT PROGRAM INFORMATION

   POTW Effluent and Influent Toxicity/Toxics Data

   POTW Sludge Toxics Data

   Industrial Waste Survey Information

   Annual Pretreatment Program Reports

   Local Limits Compliance  Reports
                    i             •"'''.

         POTW PERFORMANCE EVALUATION

 • Evaluate major unit treatment processes
   (CCP Approach)

 • Identify deficiencies  that may contribute to
   effluent toxicity

 * Determine in-plant sources of effluent toxicants
   (e.g., chlorination, bypasses)
        POTW PERFORMANCE EVALUATION


A limited TIE Phase I can be conducted to:

 •  Indicate in-plant toxicants such as chlorine
   and suspended solids

 •  Provide information to set up treatability tests


       CONVENTIONAL TREATABILITY TESTS
                       :      : "   .           i

 Recommended for Improvements  in Conventional
   Pollutant Treatment

 Can Identify Modifications in Conventional
   Treatment That Also Reduce Toxicity

                   -137-

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   CONSIDERATIONS IN TIE TESTING AT POTWS
           i             ^ 	 ^	^ ^	

Characterize effluent toxicant variability over time

Utilize pretreatment program data to support TIE

Can initiate treatability tests based on Phase I
results


            RESULTS OF TIE


   o  Specific toxicants are  identified

   o  One fraction is consistently toxic

   o  Variable fraction toxicity


 PURPOSE OF TOXICITY SOURCE EVALUATION OTSE)

 Determine Sources of Effluent  Toxicants/Toxicity

 Determine Feasibility  of Pretreatment Control
     TIER I TSE - SAMPLING DECISIONS
   	                 ^i 	      _ 		   ^
   Sewer Line Sampling:
      o  TIE and pretreatment program data
         are limited

      o  POTW has a large  number of lUs

   Point Discharge Sampling:
      o  TIE and pretreatment program data
         attribute toxicants to lUs

      o  Number of (Us  is manageable

                  -138-

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       TSE TIER I APPROACHES
    Chemical-Specific, Tracking
        • "               • -        -    i
    Refractory Toxicity Assessment


    CHEMICAL-SPECIFIC TSE REQUIREMENTS


 Pretreatment Program Data to Indicate Sources

 Knowledge of Sewer Discharge Characteristics

 Accurate Analytical And Flow Data
 TSE - REFRACTORY TOXICITY ASSESSMENT

A simulation of the POTW treatment system
which utilizes toxicity tests to estimate the
amount of refractory toxicity in sewer
wastewaters.
  RTA SAMPLE COLLECTION, CHARACTERIZATION
             AND PREPARATION

  24-Hour Flow Composites

  Analyze for COD, TKN, TP.TDS and pH


  Adjust BOD5:N:P Ratio to 100:5:1

  Adjust pH

              -139-

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     EXAMPLE RESULTS FOR TIER I RTA

                    LC50(% Effluent)

         Sample/    Sample/            Potential
        Synthetic   Primary  Primary   Toxicity
Source   Wastewater  Effluent  Effluent   Source
  B
           35
22
           38
77
         70
72
         YES
NO
           21
           12
         85
         YES
  TIER II - TOXICITY SOURCE EVALUATION

Confirm Sources of Refractory Toxicity
Identified In Tier I

Determine Potential for  Biological Treatment
Inhibition (optional)

Characterize Refractory Toxicity Using TIE
Phase I Tests (optional)
       EXAMPLE RESULTS FOR TIER II RTA

                        Sample Dilution
               (Times Percent Flow in POTW Influent)
Batch Effluent LC
              50
Batch Effluent Toxic
Units (TU)

Sum of TUs = 15.3
                       10x
            10

            10
                   5x
        30

        3.3
              2x
     50

      2
                 -140-

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  RELATIVE TOXICITY LOADING CALCULATION

 Relative Score =
   Sum of TUs x Sewer Discharge Flow Rate

   Where Sum of TUs = 15.3
   Flow Rate = 1 mgd
 Relative Score = 15.3 TU x 1 mgd = 15.3
TSE TIER II - PRETREATMENT CONTROL EVALUATION

 Approaches to Local Limits Development
    •  Allowable headworks loading
    •  Industrial User management
    «  Case by case permitting

 Equitable Cost Recovery
     SELECTION OF OPTIONS FOR EVALUATION

  Review PPE data to determine:
     *  Space and equipment
     •  Operational control

  Review TIE data to determine:
     •  Types of toxicants amenable to
        treatment
     •  Treatability test design

              -141-   '

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        TOXICITY TREATABILITY TESTS

         Activated Sludge

         Coagulation and Precipitation

         Sedimentation

         Granular Media Filtration

         Activated Carbon



 EVALUATION OF TOXICITY  CONTROL OPTIONS

Selection based  on results of:

    e PPE
    e TIE
    ® TSE Tier  I - Chemical Specific Testing
    o TSE Tiers I and II - Refractory
      Toxicity Assessment
    © POTW Treatability Testing
 POTW TECHNOLOGIES FOR CATEGORIES OF POLLUTANTS

    Biodegradable
      Organic            Non-Biodegradable
   Compounds and              Organic
      Ammonia               Compounds

  Biological Process           Coagulation/
      Control               Precipitation
      Nutrient                Filtration
      Addition

                             Activated
                              Carbon
                  -142-

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POTW TECHNOLOGIES FOR CATEGORIES OF POLLUTANTS
        Volatile             Heavy Metals
        Organic              and Cationic
      Compounds            Compounds
   Biological Process        pH Adjustment
        Control
        Aeration             Coagulation/
                            Precipitation

                             Filtration
      COMPARISON OF SELECTION CRITERIA FOR
            TOXICITY CONTROL OPTIONS
                                     Alternative
Selection Criteria                       ABC
   Ability to achieve  effluent toxicity limits
   Ability to comply with other permits
   Capital and O&M Costs
   Ease of Implementation
   Reliability
   Environmental Impact
      TOXICITY CONTROL IMPLEMENTATION
  -j — • - •     •-— — --.__. — _  _ --  _ ' 	- -  --	-_._--'.	--
   Toxics  Control implementation  Plan

   Follow-up Monitoring
                -143-

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TRE INDUSTRIAL PROTOCOL
           TRE INDUSTRIAL

     PROTOCOL -- AN OVERVIEW
             Policy Language
  To control pollutants beyond  Clean Water Act
  technology-based requirements, the EPA will use
  an integrated strategy consisting of both
  biological and chemical methods to address
  toxic and non-conventional pollutants from
  industrial and municipal sources

  Where ambient toxicity is identified as a
  problem, TREs may be required to identify
  sources of  the toxicity and to  determine
  how the toxicity can be reduced  to
  acceptable  levels
   Toxicity  Reduction  Evaluation

                  (TRE)

  An investigation conducted within a plant
or municipal system to isolate  the sources
of effluent toxicity and/or determine the
effectiveness of pollution control  options
in reducing  the effluent toxicity.
              -144-

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         A  TRE is  a  step-wise  process
         consisting of:

          • Evaluation of existing  site-specific  information
          • Toxicity characterization/ identification  evaluation
          • Confirmation
          • Source  Evaluation
          • Toxicity reduction method evaluation
          • Method selection and implementation
          • Follow-up monitoring
                       TRE Flowchart
                          TRE Objectives
                        Information and Data
                           , Acquisition
Evaluate Facility
 Housekeeping
Evaluate Chemical Use
Evaluate Treatment System
                                                          J
                        Toxicity Identification
                            Evaluation
                                   Identification of the Source(s)
                                     of Final Effluent Toxicity
          Evaluation of Treating
              Final Effluent
              Evaluation of Treating
                Process Systems
                       Selection and Method
                          Implementation
                      Follow-Up and Confirmation
                          -145-

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       Evaluation of
  Existing Site-Specific
        Information


Information Acquisition

Plant and process descriptions
Influent and effluent .physical/
chemical data
Effluent toxicity data
Instream biological data
      Housekeeping

 • Materials handling
 • Spill control
 • Facility cleanliness
 • Waste handling, storage
   and disposal
 • Environmental awareness
   Treatment System

 •  Design characteristics
 •  Operating efficiency
 •  Influent characteristics
 •  Effluent characteristics
         -146-

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         Chemical Use

       •  Process chemicals
       • ' Biocides
       •  Cleaning operations
       •  MSDS review


      Products  Manufactured

           • Raw materials

           • By-products
         Episodic Events
      i
• Intentional or unintentional releases of
  toxics to the waste water treatment
  system
• Accidental spills of toxics
           -147-

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   Toxicity Identification Evaluation


 Objective:   Identify  cause(s) of
             final  effluent  toxicity

    Ideally:   Identify  specific chemical(s)

    If  Not;   Characterize the toxicants  and
             identify  group(s) or fraction(s)
             of chemicals
        Flow Chart of Suggested
Effluent Toxicity Reduction Evaluation


             Effluent Samples
                  I  4-  +  +
     Causative Toxicant Characterization Tests
                       I
- Variability Associated With Causative Toxicantis)
- Physical/Chemical Nature of Causative Toxicant(s)
          I                           I
      Option 1                   Option 2
                                      _

          |                Chemical Analysis Methoc
   Bench Scale and                    |
      Pilot Plant              Toxicant Identification
   Effluent Toxicity                     $
   Treatability Study            Source Investigation

          I             '              *
          |                Source Control
    Implementation             - Spill Control
     of Treatment              - Process Modification
                              - Substitution of
                                Raw Materials
                              - Pretreatment
                        *
              Post-Control Monitoring
                   - Chemical
                   - Biological
                 -148-

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 Specific Toxicant Identification
      t .'- - .,"• -.•..'•;;'"'    '   -.':.-,-,"

   Identify toxicants so that they can
be eliminated or reduced at the source,
either by substitution or pretreatment.
         TIE STRATEGY
      Evaluation of Variability

      Performance of Toxicity
      Fractionation / Characterization

      Identification of Specific Toxicants

      Confirmation of Identifications
       TIE Strategy Flow Chart
                tvlluate Effluent
                To»i(ity Variability
    Perform Fractionalion
      Sever*' Times
               Yet
                       vet



P*f/O'm So* ci'it
Ch* mieal Analyiii


                -149-

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                    Effluent Variability



                      •  Volume

                      °  Constituents
   100
 c
 
-------
                 Effluent  Variability
                                                   15
                  An Effluent Toxicity Test
              Cannot Be Repeated to Verify
                    or Validate Results
                Effluent Characterization
  Baseline
Toxicity Tests
                    Toxic Effluent Sample
       Degradation
          Tests
                Reducing
               Agent Test
            Chelation
             Test
               Air Stripping    Filtration   C1B Solid Phase
                 Test         Test     Extraction Test
                   JX
           Acid  Base  Neutral
Acid  Base  Neutral
                           -151-

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   Toxicity Reduction
   Method Evaluation
• Eliminate at the source

• Treatment of final effluent
   Treatment  of Final Effluent


• Identify possible  treatment methods

e Modify or  add to present system

e Design and construct new
  treatment system



      TOXICITY PERSISTENCE
   Can be useful in sourcing toxicants and
   in identifying treatment options
    Follow-Up Monitoring

     Optimize toxicity reduction
     method

     Confirm toxicity reduction

     Assess acceptability of
     toxicity variability
            -152-

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     Source Elimination

 •  Chemical substitition
 •  Process modification
 •' Treatment of process streams
   (pretreatment)
 •  Eliminate the process
        Toxicity Treatment

  Characterize whole effluent toxicity
and then develop treatment procedures
to reduce the toxicity to acceptable
levels.
          -153-

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    Factors to  Consider
   Before Initiating  a TRE
   DILUTION WATER OPTIONS



         •  Receiving Water

         •  Laboratory Water

         •  Reconstituted Water
   Proper Sample Collection,
Shipment and Storage Is Critical
  to Maintain Realistic Effluent
         Characteristics
    EFFLUENT COLLECTION


    SHIPPING AND STORAGE



    •  Grab Sample vs. Composite


    •  Shipped on Ice in the Dark


    •  Overnight Courier


    •  Stored Until Use at About 4° C
              -154-

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        Species Sensitivity

    Temporal variability

    Very  important in establishing and
    attaining the goals of the Tl/RE
  The Development of a Sufficient
Database Is the Only Way to Ensure
    That Inappropriate Treatment
          Costs Are Avoided
 On-Site Cooperation Is Essential

»  With an industry it is virtually impossible
  to identify the source of the problem(s)
  without their cooperation.

•  Frequently an on-site person assigned
  to the Tl/RE full-time will be very
  valuable.


      Work Cooperatively  With the
          Regulatory  Authority

• Agree upon a reasonable goal.
• Work together to accomplish the goal.
• Assure that the  goal does not change
  in the process of conducting the TRE.
• Rexibility in the  schedule is the key.
• Maintaining a good faith effort is important
• It  is always easier to be successful if a good
  relationship is maintained between permittee,
  contractor, and regulatory authority.
                -155-

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  Increased Level of Environmental

     Awareness/Consciousness
A requirement If long-term and widespread success if to
be achieved.
              Summary

     • A defined TRE target Is essential
     • Generalized methodologies should
       be developed and applied
     • Flexibility In design, Implementation
       and schedule

     • TREs should be facility-specific
     • Effluent variability Influences
       design of TRE
     • Confirmation of causes of toxicity
       important
     • Cooperation among all participants
       critical
         Chlorine Toxicity

       Pass-through cooling water
       toxicity

       POTW disinfection toxicity
   Unionized Ammonia Is Primarily
  Responsible  for Ammonia Toxicity,
    and Both Temperature and pH
 Control Percent Unionized Ammonia
              -156-

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      Ammonia Toxicity is Difficult to
       Interpret in Shipped Effluent
    Samples Collected in Cold Weather
 Heating the Municipal Effluent From
  (5 - 10° C) up to 25° C Increases
  the Percent Unionized Ammonia
      Substantially, as Does an
   Increase in pH From 7.0 to  8.0

 The  Result Is a More Toxic Effluent
    Adjusting Test Temperatures and pH for
      Fish Bioassays Is Possible and
    Can Provide for More Environmental
         Realism in Toxicity Tests
   Toxicity  Resulting From  Polar
    Organics Presents  Difficult
         Problems  in TREs
Fractionation/Characterization Procedures
  Do Not Necessarily Produce Absolute
   Separation of Classes of Toxicants
             -157-

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     Effluent  Matrix Variability
       Can Also Affect  the
           TRE  Process
  In TRE Work  the  Results of Chemical
Analyses Need to Be  Carefully Interpreted

     Sample  Preparation Procedures
        Deserve Special Scrutiny
                -158-

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  SECTION 8
TIE OVERVIEW
  -159-

-------

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          TOXICITY IDENTIFICATION
           EVALUATION OVERVIEW
        PRIORITY POLLUTANT ANALYSES
               Do not represent all toxic
               chemicals
Two Approaches to Toxicity Reduction Evaluations:

         Toxicity Investigation Evaluation
          (Causative Agent Approach)

          Effluent Toxicity Treatability
  Both the Treatability & Identification
  Approaches  Utilize Physical-Chemical
       Characteristics of  Toxicants.
           TIE BASED ON TWO PRINCIPLES
                    Concentrate

                    Separate
                    -161-

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            IN: M 
-------
  I TOXICITY CHARACTERIZATION
                   .         ^
MANIPULATION    TYPE CHARACTERIZATION
pH adjustment        Toxic form altered
                      - i -      :    .
Filtration and pH      Suspended solids
   adjustment       Solubility changes
Purging and pH       Volatiles
   adjustment
C-18SPEandpH      Non-polar compounds
   adjustment
Thiosulfate and       Oxidants and metals
   EDTA
    Following Characterization,

           the choice of
    Treatability or Identification

           is best made.
            , - .                      •. i

  II.  TOXICITY  IDENTIFICATION

   GROUP               APPROACH
  Non-polar organics         SPE, HPLC, GC/MS
  Metals                 AA, Ion exchange,
                          chelatlon
  Ammonia               pH manipulation,
                          zeolite
  Surfactants              Bubble removal
  Polar organics
  Volatiles
               -163-

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FINAL CONFIRMATION


 1.  Toxicity vs. Concentration
     Correlation

 2.  Symptoms

 3.  Spiking Effluent

 4.  Toxicity Mass Balance

 5.  Other Species

 6.  Spiking Fractions

 7.  Mine.
        pH
        Hardness
        Tissue Uptake
  -164-

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                       SLOPE-0.82tQ.l4

                       Y-IMTERCEPT-0.46tO.22
            TOXIC UNITS OF SUSPECT TOXICANTS
    Toxic Components of a POTW Effluent
CO
H 3 -
z •
                                Whote Effluent
                                WE Filtered
                                Total PostteKto
                   EFFLUENT SAMPLE
        Presence of toxic concentrations


                 does not prove


              the cause of tbxicity.

                    -165-

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      Amount of industrial
        contributions not
       related to toxicity.
A GOOD TIE PLAN CONSISTS OF
      SEVERAL ASPECTS:

    © Uoo of broad "Characterization" otops.
    o Effluent vorlobilily considered
    © Toxicity tracked with analyses.
    o Analytical capability Is broad.
    o Reliance on the GC/MS is realistic
    © Choice of test species logical.
    © Toxicity tests are streamlined.
    © Supply of test organisms is not limiting.
    © Team work approach Is built In.
     Choice of Test
   Species for  TIE?
              -166-

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  Does Objective of TIE
Include Resident Species?

         TRIGGERS

            FOR  ,

           TRE's

          CHRONIC

        TIE METHODS

           LIMITED

         EPA ACUTE

         METHODS

       NOT APPLICABLE

        CHRONIC TRE  /

    TREATABILITY METHODS

         COMPLETE
         -167-

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    CHOOSING






       A






 CONTRACT FIRM
TOXICANT PATTERNS






       ARE






    EMERGING
  -168-

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J~3 *•
 LEGEND
 Q «1.0ug/l
 Q 0.10-0.25
 m »0.25
   Figure 2.  Frecpency of dazinon occurrence in POTW
   effluents from around the United States.

-------
       64 Sites Evaluated


       6 Lacked Acute Toxicity
          i
       58 TIE'S
     Summary of NETAC TIE'S


Total Samples Evaluated          58

Successful Phase I         39 of 40

Successfully Determined
   if Toxicant is  X
   (e.g., ammonia)?        18 of 18

Successful for Phase II
   and/or III               16 of 18


         Phase I Findings:


      pH dependent          3

      Inorganics             15

      Oxidants             9

      Non-polars            25

      Volotiloo              1
              -170-

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         Some Toxicants Identified
             thru February 1989
Discharge Type

   Industrial
Compoundfs)

• zinc, non-polar organics
 salinity (IDS)
• ammonia
• nickel
   Municipal
 zinc, non-polar organics
 ammonia, diazinon, malathion
 nickel
 diazinon, chlorfenvinphos
 diazinon, dichlorovos
 ammonia, non-polar organics
 diazinon, non-polar organics
 diazinon
 detergents
   Other:
       Ambient
       Ambient
             i
       Elutriates
       Elutriates
 carbofuran, methyl parathion
 diazinon

 ammonia
 manganese
        One to three toxicants
          have usually been

         most of the problem.
                    -171-

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     Toxicity often occurs

             at

      ug/L concentrations.



        In a 35 mgd plant

      1 ug/L = 0.3 Ibs/day.




        With 90% removal

 1 ug/L = loading of about 3 Ibs/day.
TOXICANTS AT ug/L CONCENTRATIONS:

     • Can't be found by examination
       of loadings

     - Can't be related to conventional
       pollutants

     - Are not likely to be related to
       flow
            CONCLUSIONS:

1.  TIE/TRE's are enjoying good success.

2.  Many contractors are able to do TIE'S.

3.  Phase I, characterization, is rapidly
   becoming routine.

4.  Trends are emerging.

5.  Solutions are being found.

6.  Causes of toxicity are often few.

7.  The cause of toxicity is often not
    industrial.

               -172-

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              COMMON LABORATORY

           EQUIPMENT REQUIREMENTS


COMMON LABORATORY EQUIPMENT REQUIREMENTS FOR

  ••  ':••        !  \   •   :  TIES--.  ' ;;   .•'••'•."•. .''••..,

     • TEST ORGANISMS

     • DISPOSABLE 1-OUNCE TEST CHAMBERS

     • LIGHT BOX AND/OR MICROSCOPE

     • pH METER AND PROBE

     • 7 ml SCINTILLATION & AUTO SAMPLER WITH CAPS

     • STIR PLATE               '

     • MAGNETIC STIRRERS/BARS (PERFLOUROCARBON)

     • C 18 SOLID PHASE EXTRACTION COLUMNS

     • AERATION DEVICE OR COMPRESSED AIR SYSTEM WITH MOLECULAR
      SIEVE

     • AIR STONES

     • FLUID METERING PUMP WITH RESERVOIR
COMMON LABORATORY EQUIPMENT REQUIREMENTS FOR

                    TIEs(Contlnued)

     • PERFLOUROCARBON TUBING

     O RING STANDS

     • CLAMPS

     • PARAFILM

     » WIRE MESH TEST CHAMBERS

     • GLASS-FIBER FILTERS (1.0//m)

     • IN-LINE FILTER HOUSING

     • STAINLESS STEEL TWEEZERS

     • GLASS WOOL
     O NITROGEN
                       -173-

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COMMON LABORATORY EQUIPMENT REQUIREMENTS FOR
                     TIEs(Contlnued)

     O GLASSWARE
          O 10 ml AUTOMATIC PIPETTES
          O 1 ml GLASS PIPETTES
          O DISPOSABLE PIPETTES TIPS
          O EYE DROPPER OR WIDE BORE PIPETTE
          O BEAKERS-30, SO, 250, 500, & 600 ml
          © TITRATIONBURRETTES
                                                  I
          O GLASS STIRRING RODS
          O GRADUATED CYLINDERS-25 & 50 ml WIDE MOUTH, AND 250 & 500
            ml
          © ERLENMEYER FLASKS--20.40, & 80 ml
          O 100 ml VOLUMETRIC FLASKS
   COMMON LABORATORY EQUIPMENT REQUIREMENTS FOR
                        TIEs(Contlnued)
        e SOLUTIONS.CHEMICALS
         O DILUTION/CONTROL WATER        © CaC03 A MgC03
         O HCL                         0 CLEANING SOLVENTS
         O NaOH SOLUTIONS                © Na2S203 SOLUTIONS
         O pH BUFFERS                   O EDTA SOLUTIONS
         O HPLC GRADE METHANOL           © ACS GRADE NH4CI
         O HIGH PURITY WATER              © HEXANE
                           O ZEOLITE
                            -174-

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COMPLEX LABORATORY EQUIPMENT
     REQUIREMENTS FOR TIES

HIGH PRESSURE LIQUID CHROMATOGRAPH (HPLC)

GAS CHROMATOGRAPH/MASS
SPECTROPHOTOMETER(GC/MS)
ATOMIC ABSORPTION SPECTROPHOTOMETER (AA)

INDUCTIVELY COUPLED PLASMA-ATOMIC EMISSION
SPECTROMETER (ICP)
               -175-

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                  FACILITIES, EQUIPMENT, AND
                 LABORATORY REQUIREMENTS
        FACILITIES,  EQUIPMENT AND LABORATORY REQUIREMENTS
     Laboratories must demonstrate  competency in performing the
chemical and biological tests required  as part of the TRE and
should be equipped with all the basic and complex laboratory
equipment required to conduct TREs.  Laboratory personnel should
be skilled and experienced in the required methods in order to
meet quality assurance/quality control  goals.

     The facilities,  equipment and  reagents  needed to perform a
TRE will be different for each element  of the TRE.  The general
laboratory equipment  and requirements for each particular type cf
analysis are briefly  described in this  section.

     The facilities and equipment needs in the initial steps of
the TRE are generally standard.  However, in the later steps of
the TRE the facility  and equipment  needs will be site-specific
and will depend both  on the physical/chemical characteristics of
the causative toxicants and on the  choice of toxicity evaluation
and control approaches. The apparatus and reagents needed to
conduct a Phase I evaluation are relatively  set  (not site-
specific) and are typically found in laboratories that can
perform acute toxicity tests with aquatic organisms.  The
additional needed equipment (fluid  metering  pump, C1flSPE  columns,
etc.) are simple to operate and relatively  inexpensive.

     Laboratory apparatus and reagents  needed  for Phase  II  are a
function of the two choices of Phase II options:  jl) toxicity
treatability or 2)toxicant identification/source control.   The
Phase I tests must be completed before  the  Phase II requirements
can be determined.  The requirements are very  site-specific,
however, laboratories equipped to perform priority pollutant
analysis should have  the more sophisticated  equipment needed.
Analytical equipment  that may be needed will include gas
                               -176-

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chromatographs, mass spectrometers, high pressure liquid
chromatographs, atomic absorption spectrophotometers and/or
inductively coupled plasma atomic emission .-spectrometers.  The
exception of equipment availability may be a HPLG which is
commercially available but not typically used in water pollution
monitoring.  Other nontypical equipment (e.g. zeolite,
chromatography columns, etc.) can be easily obtained and is not a
major investment.  Some costs of sophisticated equipment are
GC/MS, $60-300K; AA, $35-85K  (w/autosampler); and HPLCi $25-40K.

     The instruments needed for treatability studies may be
available at larger POTWs or environmental engineering consulting
firms.               •     ' •    •  '    .'•''•        '"   -.•".- '- :-'":

     It is best for a laboratory to have both toxicity testing
and chemical analysis  (for Phase II toxicant identification
option) and/or treatability equipment  (for Phase II toxicity
treatability option) in the same location.  Shipping samples•>
between two different labs is not recommended.  This is due to:
sample toxicity degradation; the lack  of communication between
chemists, biologists, engineers and others involved; and the most
crucial requirement of a TRE may be the communication between the
different disciplines.  ;

       The specific requirements needed for each of the ,key
analytical procedures required in a TRE are summarized below.

     1.   Characterization Tests - Laboratories should be
          equipped with pH adjustment, filtration/ air stripping,
          reducing agent, chelating agent and C18 solid phase
          extraction columns; fractionation capabilities td
          perform characterization tests (3) (see Phase I
          Laboratory Equipment Needs).                    l
                                   -177-

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2.    Toxicity Tests - Standard toxicity test equipment,
     standard reference toxicants and an organism culturing
     facility are required for the toxicity testing.

3.    Batch Toxicity Treatability Tests - Laboratories should
     be equipped with respirometer (optional), TSS, VSS,  ATP
     and COD analysis capabilities to conduct treatability
     studies.

4.    Specific Cher.ical Identification - More complex 'pieces
     of equipment are required for the specific
     identification of chemicals depending upon the type of
     analysis needed.  Equipment that may be required
     includes:  mass spectrometer (MS), gas chromatograph
     (GC),  high pressure liquid chromatograph  (HPLC)  with
     IR, UV detectors, atomic absorption (AA)
     spectrophotoneter, coupled plasma atomic  emission (ICP)
     spectrometers, and ion chromatograph.

5.    Sampling Equipment - Laboratories need to be  equipped
     with all the  standard sampling equipment  including
     timed and sequential composite samplers,  and  flow
     proportional  composite samplers.

6.    General Analytical Laboratory Equipment  and Reagents  -
     General laboratory equipment such as refrigerators,
     microscopes,  a water purification system, and commonly
     used reagents are also required.  It is  important to
     emphasize that copper, galvanized material, lead, and
     brass should  not be used in collecting or storing
     effluent samples or control water.  Use  of  inert
     materials such as perfluorocarbon plastics  are
     particulary important in the latter steps of  the TRE.
                              -178-

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                       LAB  EQUIPMENT NEEDS
                               FpR
                             PHASE  I
                      Baseline  Toxicity  Test
Apparatus:                           ;

     Eighteen to 20 disposable one ounce test chambers, automatic
pipette (10 ml), disposable pipette tips (10 ml), eye dropper cr
wide bore pipette, light box and/or microscope (optional
depending on test species used).

Reagents:

     90 to 100 test organisms of the same age and species,
dilution/control water.
                         Initial  Toxicity Test
  Apparatus:

       Twelve  disposable  one  ounce  test  chambers,  automatic  pipette
   (10 ml), disposable  pipette tips  (10 ml),  eye  dropper  or wide
  bore pipette,  light  box and/or microscope  (optional  depending  on
  test species used).

              '• '       "                   -          \.
  Reagents:

       Sixty test organisms of the  same  age  and  species,
  dilution/control water.     -179-

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                       pH Adjustment Test
Apparatus:

     Burettes for acid and base titrations, pH meter and probe
(solid state), 2-500 ml beakers, 2-500 ml graduated cylinders,
12-30 ml beakers, stir plate, and stir bars (perfluorocarbon).
Eight disposable one ounce test chambers, automatic pipette  (10
ml), disposable pipette tips (10 ml), eye dropper or wide bore
pipette, light box and/or microscope  (optional depending on test
species used).

Reagents:

     1.0, 0.1 and 0.01 N NaOH,  1.2, 0.12 and 0.012 N HCl (ACS
grade in high purity water),  buffers  for pH meter, 40 test
organis-s of the same age and species, dilution/control water.
                          Aeration Test
Apparatus:

     Aeration device or compressed air system with a molecular
sieve, six air stones or diffusers, six-50 ml wide mouth
graduated cylinders, burettes  for acid and base titrations, pH
meter and probe,  stir plate(s),  and perfluorocarbon stir bars.
Fifteen disposable  one ounce test chambers, automatic pipette  (10
ml), disposable pipette tips  (10 ml), eye dropper or wide bore
pipette, light box  and/or microscope  (optional depending on test
species used).

Reagents:

     0.01 N NaOH, 0.012 N HCl  (ACS grade in high purity water),
buffers for pH meter calibration, 75  test organisms of the sare
age and species,  dilution/control water.

                             -180-

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                           C18 SPE Test
Apparatus:

     Six-250 ml graduated cylinders, eight-25 ml graduated
cylinders, burettes for acid and base titrations, pH meter and
probe  (solid state), stir plate, perfluorocarbdn stir bars, fluid
metering pump  (stainless steel piston with carbon cylinder) with
sample reservoir, perfluorocarbon tubing, ring stands, clamps,
and 3-3 ml C18  SPE columns  (200 mg sorbent).  Twenty-seven
disposable one ounce test chambers, automatic pipette  (10 ml),
disposable pipette tips  (10 ml), eye dropper or wide bore
pipette, light box and/or microscope  (optional depending on test
species used).

Reagents:               '                        :

     HPLC grade methanol, high purity water, 0.01 N NaOH, 0.012 K
HC1 (ACS grade in high purity water), buffers for pH meter
calibration, 135 test organisms of  the same age and species,
dilution/control water, solvents for cleaning pump and reservoir.
                      Oxidant Reduction Test
Apparatus:                  ,

     Glass stirring  rods,  1 ml glass pipette, eight  to  ten
disposable one ounce test  chambers, automatic pipette  (10 ml),
disposable pipette tips  (10 ,ml), eye dropper or wide bore
pipette, light box and/or  microscope  (optional depending on  test
species used).

Reagents:
                 1 •  ' ..  .         i          -   _.         -" '

     Two Na2S203  (molarity depending on total residual chlorine
concentration as  measured  by the iodometric .method and  the
species used as  test. organism)/, 40 test organisms of the same  age
and species, dilution/control water.
                     -:   •"•  •  -181-      . '  , .;    -   .'•  '-

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                       EDTA Chelation Test
Apparatus:

     Glass  stirring  rods, burettes  for EDTA addition, 8 to 10
disposable  one  ounce test chambers, automatic pipette (10 ml),
disposable  pipette tips  (10 ml), eye dropper or wide bore
pipette, light  box and/or microscope  (optional depending on test
species used).
                                                         i

Reagents:

     EDTA solutions  (concentration  dependent on the hardness and
salinity of the effluent and the species used as test organism),
40 test organisms of the sane age and species, dilution/control
water.
                        Graduated pH Test
Apparatus:

     Burettes for acid and base addition, magnetic stirrers, and
perfluorocarbon stir bars.

     3-50 ml beakers, 3 one ounce disposable transparent test
chambers, Parafilm" or 3-600 ml beakers,  wire mesh test chambers.
                      i
Reagents:

     1.0  and 0.1 N NaOH or  0.1 N and  0.01 N NaOH,  1.2  N and  0.12
N HC1 or  0.12 N and  0.012 N HCl, 15 test organisms of  the  same
age and  species, dilution/control water.
                                -182-

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                         Filtration *rest
Apparatus:                               .                       :

     Six-250 ml graduated cylinders, 6-250 ml beakers, fluid
metering pump  (stainless steel piston with carbon cylinder) with
sample reservoir, teflon tubing, inrline filter housing, ring
stands, clamps, [alternatively; vacuum flask  (500 ml capacity),
filter stand,  clamp, vacuum tubing, water aspirator or vacuum
pump], glass-fiber  filters; nominal size 1.0  urn  (without organic
binder), stainless  steel tweezers, burettes for acid and base
titrations, pH meter and probe, stir plate, and perfluorocarbon
stir bars, fifteen  disposable one ounce test  chambers, automatic:
pipette (10 ml), disposable pipette tips (10  ml), eye dropper or
wide bore pipette,  light box and/or microscope  (optional
depending on test species used).

Reagents:  .      .    .         ; :                               ,

     Solvents  and high purity water for cleaning pump reservoir
and filter, 0.1 N and 0.01 N ^aOH, 0.12 N and 0.012 N HC1  (ACS
grade in high purity water), buffers for pH meter calibration', 75
test organisms of the same age and species, dilution/control">
water.-"      -     .   .       •   • •                  :       .
                                -183-

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                       EQUIPMENT NEEDS
                              FOR
                            PHASE  II
                    Nonpolar  Organic Toxicants
Apparatus:

     6, 3 and/or 1 ml C18 SPE columns, fluid metering pump
(stainless steel piston with carbon cylinder),  with glass
reservoir, vacuum manifolds, drying manifold,  adapters and luer-
lok needles to fit C,8 SPE columns, 1.0 urn glass fiber filters,
in-line filter housing, 7 ml scintillation and autosampler vials
with perfluorocarbon lined caps, 20, 40 and 80 ml Erlenmeyer
flasks, 100 ml volumetric flasks, 100 ml graduated cylinders, 25C
ul syringes, GS-MS equipped with capillary column, data system
with mass spectral library, HPLC equipped with solvent delivery
system  (capable of producing a  solvent gradient), C1fi column,  UV
detector, fraction collector, one ounce disposable plastic test
chambers, automatic pipette  (10 ml), disposable pipette tips  (10
ml), and stirring rods, eye dropper  or wide bore pipette, light
box and/or microscope  (optional depending on test species used).

Reagents:

     HPLC grade methanol  (25, 50, 75, 80, 85, 90 and 95% methanol
in high purity water), nitrogen, high purity water, test
organisms of the appropriate age and species, dilution water.
                             -184-

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                   Ammonia (Eguitoxic Soln Test)
 Apparatus:                                   :
                                 • . i
      Six 600 ml beakers, 6-250 ml  graduated cylinders,  6 wire
 mesh test chambers,  6 perfluorocarbon stir bars,  magnetic
 stirrers, apparatus  for ammonia analysis (see  EPA—600/4-79-20;
 Method 350.1,  350.2  or 350.3), burettes for acid and base
 titration,  6 one ounce disposable  plastic test chambers,.
 automatic pipette (10 ml), disposable pipette  tips (10  ml);,  eye
 dropper or  wide bore pipette,  .light box and/or microscope   ,
 (optional depending  on test species used).

 Reagents:

      1.0 N  and 0.1 N NaOH, 1.2 N and 0.12 N HC1,  reagents for
 ammonia analysis (see above reference)  ACS  grade NHbCl,  dilutior.
 water,  test organisms of the appropriate age and species.
                      Ammonia  (Zeolite Test)
Apparatus:

     Chromatographic column with reservoir  (approximately 19 mm
i.d. x 41 cm), glass wool, apparatus for ammonia analysis (see
EPA-600/4-79-020, Method 350.1, 350.2 or 350.3), 3-500 ml
beakers, 500 ml graduated cylinder, 10 one  ounce disposable
plastic test chambers, automatic pipette (10ml), disposable
pipette tips  (10 ml), eye droppers or wide  bore pipette, light
box and/or microscope (optional depending on test spe~ies used)

Reagents:

     30g zeolite, reagents for ammonia analysis  (see EPA 600/4-
79-020, Method 350.1, 350.2, or 350.3), high purity water,
dilution water, test organisms 6f the appropriate age and
species, ACS grade NH..C1 (optional).
                             -185-

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                         Cationic Metals
Apparatus:

     Inductively coupled plasma-atomic emission spectrometer or
atomic absorption spectrophotometer with graphite furnace,
associated hardware and glassware specified in EPA-600/4-79-020
(selected method(s) from the 200 series), 500 ml separatory
funnel (optional), one ounce disposable plastic test chambers,
automatic pipette  (10 ml), disposable pipette tips  (10 ml),,eye
dropper or wide bore pipette, light box and/or microscope
(optional depending on test species used).

Reagents:

     Reagents as specified in EPA-600/4-79-020 for  neta,l analysis
method(s) chosen, hexane  (optional), CaC03 and MgC03 (optional),
dilution water, test organisms of the appropriate age and
species.
                                 -186-

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                 SECTION 9
GUIDELINES AND REVIEW CRITERIA FOR TRE PLANS
                   -187-

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 GUIDELINES AND REVIEW
       CRITERIA FOR
         TRE PLANS
         GUIDELINES
             FOR
     TOXICITY REDUCTION
      EVALUATION PLANS
 A DISCHARGER WILL BE REQUIRED TO SUBMIT A
  TRE PLAN TO THE REGULATORY AUTHORITY
         IN ORDER TO PROVIDE:
0 A DESCRIPTION OF THE STUDY PLAN
• A SCHEDULE FOR CONDUCTING SPECIFIC TASKS
  AND REPORTING THE RESULTS
• RELEVANT BACKGROUND INFORMATION ON THE
  FACILITY
O WHO WILL BE CONDUCTING THE EVALUATION
   THE TRE PLAN SHOULD CLEARLY ESTABLISH: |
• SPECIFIC OBJECTIVES (TARGET) OF THE STUDY
o MONITORING TEST CONFIRMATION OF REDUCTION
• THE SCHEDULED COMPLETION DATE AND MILESTONES
            -189-

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 DEVELOPMENT OF THE THE PLAN IS SOLELY THE
    RESPONSIBILITY OF THE DISCHARGER
o 1 TO 3 MONTHS WILL BE SUFFICIENT FOR PLAN
  DEVELOPMENT
 COMMUNICATION AND COOPERATION IN TRE PLAN
 DEVELOPMENT AND REVIEW WILL HELP ENSURE A
     AND GOOD FAITH EFFORT TO ACHIEVE
            THE TRE OBJECTIVE
        U.S EPA DOES NOT RECOMMEND
      TRE PLANS BE FORMALLY APPROVED
    UNLESS REQUIRED BY STATE REGULATIONS

 FLEXIBILITY IN DESIGNING AND CONDUCTING A TRE I
            WILL BE NECESSARY           I
  e SOME DECISIONS ON THE MOST APPROPRIATE
   APPROACH MUST BE BASED ON THE RESULTS
   OF THE INITIAL STEPS OR TIERS OF THE TRE

 o BE WARY OF TREs THAT MAY BECOME RESEARCH
   PROJECTS INVESTIGATING NEW AND UNPROVEN
   METHODS AND PROCEDURES

 0 USE THE EPA GUIDANCE AS BASIS FOR REVIEW

 e REQUEST REASONS AND DOCUMENTATION FOR ANY
   MODIFICATIONS OR ALTERNATIVE APPROACHES
             THINGS TO AVOID
 o RELIANCE ON PRIORITY POLLUTANT SCANS

 o RESEARCH ON SURROGATE PARAMETERS TO
   CORRELATE WITH AQUATIC ORGANISM TOXICITY
   TESTS

 © LACK OF PERIODIC PROGRESS REPORTS

 o CONFIRMATION STEP NOT CARRIED OUT FOR
   IDENTIFICATION OR TREATABIUTY STUDIES

 « PROPOSED SCHEDULE FOR TRE IS ARRIVED AT BY
   ADDING TOGETHER TIMES FOR TRE STEPS THAT ARE
   USUALLY ALTERNATIVES OR ELSE CONDUCTED
   CONCURRENTLY

 e INCLUSION OF STUDIES NOT DIRECTLY RELEVANT TO
   CONDUCTING THE TRE AND ACHIEVING THE TRE
   OBJECTIVE
                   -190-

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          THINGS TO ENCOURAGE!
• INTERIM REPORTS WITH SUMMARY DATA AND NEXT
  STEPS TO BE CONDUCTED

• SPECIFICATION OF THE NUMBER, TIMING OF SAMPLES,
  AND THE SAMPLING POINTS

• THE SPECIFIC PROCEDURES TO BE FOLLOWED IN THE
  VARIOUS COMPONENTS OF THE EVALUATION

• PRELIMINARY OR MINIMUM ESTIMATES OF HOW MANY
  OF EACH ANALYSIS WILL BE CONDUCTED

• INDICATION THAT INVESTIGATORS HAVE
  INTERDISCIPLINARY EXPERTISE

• THOROUGH QA/QC PRACTICES INCORPORATED IN ALL
  CONFIRMATION STEPS
           EVALUATION CRITERIA}
 • ARE THE OBJECTIVES OR TARGETS OF THE TRE
  CLEARLY AND ACCURATELY STATED?

 • ARE THE SCHEDULE AND MILESTONES FOR
  ACCOMPLISHING THE TASKS DESCRIBED IN THE STUDY
  PLAN?

 0 ARE THE FINAL REPORT, PROGRESS REPORTS AND
  MEETINGS WITH THE REGULATORY AUTHORITY
  INCLUDED AS PART OF THE SCHEDULE?

 e ARE THE APPROACHES OR METHODS TO BE UTILIZED
  DESCRIBED TO THE EXTENT THAT IS POSSIBLE PRIOR
  TO REACHING DECISION POINTS AND WITHOUT THE
  RESULTS AND DATA THAT WILL BE COLLECTED IN THE
  INITIAL STEPS OR TIERS OF THE TRE?

e HAS THE AVAILABLE GUIDANCE BEEN UTILIZED IN THE
  DESIGN OF THE TRE AND THE DEVELOPMENT OF THE
  TRE PLAN?

• DOES THE TRE PLAN ALLOW A SUFFICIENT AMOUNT OF
  TIME AND APPROPRIATE LEVEL OF EFFORT FOR EACH
  OF THE COMPONENTS OF THE STUDY PLAN?

• DOES THE TRE PLAN SPECIFY WHAT RESULTS AND
  DATA ARE TO BE INCLUDED IN THE INTERIM AND FINAL
  REPORTS?

• DOES THE TRE PLAN PROVIDE FOR ARRANGEMENTS
  FOR ANY INSPECTIONS OR VISITS TO THE FACILITY OR
  LABORATORY WHICH ARE DETERMINED BY THE
  REGULATORY AUTHORITY TO BE NEEDED?

• ARE THE TOXICITY TEST METHODS AND ENDPOINTS TO
  BE UTLJ2ED SPECIFIED OR REFERENCED?
                -191-

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e ARE OPTIMIZATION OF EXISTING PLANT/TREATMENT
  OPERATIONS AND SPILL CONTROL PROGRAMS PART
  OF THE INITIAL STEPS OF THE TRE?

o DOES THE TRE PLAN INCLUDE A TIMELINE
  (HORIZONTAL BAR GRAPH) WHICH CLEARLY
  ILLUSTRATES THE T1MEFRAME FOR CONDUCTING THE
  SPECIFIC COMPONENTS OF THE TRE (AS DESCRIBED
  IN THE GUIDANCE) AND ANY OVERLAP OF THESE
  COMPONENTS?

e DO THE SUBSEQUENT TESTS AND EVALUATIONS BUILD
  ON THE PREVIOUS RESULTS AND PROCEED BY
  NARROWING DOWN THE POSSIBILITIES IN A LOGICAL
  PROGRESSION?

o ARE ALL TEST RESULTS ANALYZED AND USED TO
  FOCUS ON THE MOST EFFECTIVE APPROACH FOR
  SUBSEQUENT SOURCE INVESTIGATIONS, TREATABILITY
  STUDIES, AND CONTROL METHOD EVALUATIONS?
           EVALUATION CRrTERIA FOR TIES
    • ARE THERE BROAD CHARACTERIZATION STEPS?
    • IS EFFLUENT VARIABILITY CONSIDERED?
    • is Toxicmr TRACKED WITH ANALYSES?
    • IS THE ANALYTICAL CAPABILITY BROAD?
    • IS RELIANCE ON GC/MS REALISTIC?
    • IS CHOICE OF TEST SPECIES LOGICAL?
    • is TOXICITY TESTING STREAMLINED?
    • IS SUPPLY OF TEST ORGANISMS ADEQUATE?
    • IS TEAM APPROACH BUILT IN?
    • IS CONFIRMATION INCLUDED?

       - MASS BALANCE      - OTHER SPECIES INCLUDED
       - CORRELATION      - SPIKING
       - SAMPLING OVER TIME  - DIOAVAILABIUTY
                -192-

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          SECTION 10
TRE ABSTRACTS AND CASE STUDIES
             -193-

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  TOXICITY REDUCTION
 EVALUATION ABSTRACTS
   AND CASE STUDIES
 TRE ABSTRACTS

       and
  CASE STUDIES
TRE  CASE  STUDIES
         -195-

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 MARTINEZ MANUFACTURING  COMPLEX
         SHELL OIL COMPANY

       MARTINEZ,CALIFORNIA
    TOXICITY RESEARCH 1976-1985
REFINED PETROLEUM  PRODUCTION FACILITY

   PRODUCES GASOLINE, DIESEL FUEL. LUBE OILS
             AND GREASE
TREATMENT PROCESSES


     e OIL/WATER SEPARATION

     ® BIOLOGICAL OXIDATION

     e SECONDARY CLARIFICATION

     o TERTIARY  FILTRATION
                                    man.
  EARLY STUDIES
  INITIAL FRACTIONATION/CHARACTERIZATION
  SHOWED OIL AND GREASE AND AMMONIA
  TO BE PARTIALLY RESPONSIBLE  FOR
  TOXICITY
  PRIOR TO CONFIRMATION, ACUTE
  TOXICITY DISAPPEARED
               -196-

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    SUBSEQUENT METHOD

     • EFFLUENT OCCASIONALLY
      ACUTELY TOXIC
      CORRELATE OBSERVED EFFLUENT
      TOXICITY TO MANUFACTURING
      PROCESSES
     • RELATE CHANGES IN PROCESSES TO
      PERIODS OF TOXICITY/ NO TOXICITY
      NARROW SCOPE OF WORK TO
      FOCUS ON PROCESSES WHICH
      CORRELATE WITH  EFFLUENT
      TOXICITY
SUSPECTED  TOXICANTS:


        AMMONIA

        OIL AND GREASE

            •NAPHTH£NIC ACIDS

        DIALLYLAMINE PROCESSES

            -SEVERAL AMINE COMPOUNDS

        POLYETHYLENEIMINE

            •FLOCCULATING AGENT
                 -197-

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     AMINES


     CAUSE  OF TOXICITY?


          -CONVERTED TO AMMONIA DURING
          BIOTREATMENT?

          •PASS-THROUGH AT HIGH
          CONCENTRATIONS?

          -INHIBIT NITRIFICATION OF AMMONIA?


      CONTROL  METHOD  (1976-9):


          -BVPASS WATER SCRUBBER:
          INCINERATE  ETHYLENEDIAMINE
          DIRECTLY

          •INSTALL ION ELECTRODE MONITOR:
          MONITOR AMINE/AMMONIA
          CONCENTRATIONS.  AT HIGH
          CONCENTRATIONS, RERUN
          TKEATMENT
AMMONIA



     SUSTAIN NITRIFICATION



     DMPs

         •CONTROL OF SLUDGE AGE

         •CONTROL  PH

         •AVOID INHIBITORY ADDITIVES (SUCH AS PEI)

         -GREATER EMPHASIS ON SPILL CONTROL
                    -198-

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POLYETHYLENJBIMINE
(PEI)

  CAUSE  OF TOXICITY:
      -WK PSI TOXIC TO FISH

      •INHIBITS DEGRADATION Of
      OIL AND GREASE

      •INHIBITS NITRIFICATION (RESULTING
      IN HIGH CONCENTRATIONS OF
      NAPHTHENIC ACIDS AND  AMMONIA)
  CONTROL METHOD:
       •REPLACE PEI WITH A DIFFERENT.
       LESS TOXIC FLOCCULATING
       AGENT
 OIL AND  GREASE
 (NAPHTHENIC  ACIDS)

  SOURCE:
      •CRUDE OIL DESALTER (NAPHTHENIC
      ACIDS PARTITION INTO WATER PHASE)
  CONTROL  METHOD:
      •BRINE DEOILING UNIT ADDED TO
      REDUCE CONCENTRATION OF
      NAPHTHENIC ACIDS PARTITIONING
      INTO WATER PHASE

      •PACT ADDITION TO ACTIVATED
      SLUDGE FOLLOWING SPILLS  OR
      UPSETS
               -199-

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                                CLEW JUVE/V
    GLEN RAVEN MILLS
    ALTAMAHAW, NORTH CAROLINA
     FEBRUARY 1985- MARCH 1986
      REQUIRED TO MEET 48 HOUR ACUTE
         STATIC IC50 OF >90% ON
           DAPHNIA PULEX
                          GLEMMVTM
      PROCESS:
        DYES PANTYHOSE WITH ACID
        AND DISPERSE DYES
     CHEMICALS USED:
        DYESTUFFS
        SURFACTANTS
        CHELATING  AGENTS
        FABRIC  SOFTENERS
                                CLEW RAVEN
TREATMENT PROCESSES:

       EQUILIZATION
       ACTIVATED SLUDGE TREATMENT
       CLARIFICATION
       CHLORINATION
                 -200-

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                       GLEN HAVEN

TIER I:  CHEMICAL

COMPOUND
OPTIMIZATION

 ELIMINATE/MINIMIZE CHEMICALS
 WITH KNOWN TOXICITY AND
 MINIMAL BIODEGRADABILITY

    ALKYL PHENYL ETHOXYLATES (APE)

    BIOCIDES

    QUATERNARY AMMONIUM COMPOUNDS

    ORGANIC  SOLVENTS
  ENHANCE ACCURACY OF
  COMPOUND MEASUREMENT/USE
                       OUN HAVEN
TIER 2:  OPERATIONAL
PRACTICES


    ADDITIONAL  EQUALIZATION

    REDUCE  LIQUOR RATIOS
    IN DYEING MACHINES
    (FROM 30:1 TO 10:1)
 PRACTICES JVOT IMPLEMENTED
 DUE TO UNCERTAIN
 FEASIBILITY
            -201-

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                                   CLEN RAVEN
TIEJR 3: EFFLUENT
CHARACTERIZATION
TOXIC  CONCENTRATIONS FOUND:
        COPPER
        NICKEL
        ZINC
        NONBIODEGRADED NONIONIC
        SURFACTANTS
           LINEAR ALCOHOL ETHOXYLATES
                              OLCMKAVtH

    METAL  REDUCTION
    EXPERIMENT:
       CATIONIC EXCHANGE RESIN
         SUBSTANTIAL REDUCTION OF COPPER
         AND ZINC
         MINIMAL REDUCTION OF IRON
         SOME REDUCTION OF CADMIUM,
         CHROMIUM, LEAD AND NICKEL
       EFFLUENT  LC50
          71.9% UNTREATED
          80.7% TREATED
       METALS NOT LIKELY SOURCE OF
       TOXICITY
          HIGH CONCENTRATIONS PROBABLY
          CHELATED
                 -202-

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                              GLEN RAVEN
EXTENDED BIOLOGICAL
TREATMENT  EXPERIMENT
   TREATMENT
        FULLY DEGRADE AND TREAT
        SURFACTANTS

        ACTIVATED  SLUDGE  RENEWAL
        (20% EVERY FIVE DAYS)

        EXTENDED  TREATMENT
    EFFLUENT  LC50

        71.9%  UNTREATED

        >90% TREATED
                               GLENKAVEIV
CONCLUSIONS:
    EFFLUENT IS NONTOXIC IF ADEQUATE
    BIOLOGICAL TREATMENT IS RECEIVED

    ADDITIONAL BIOLOGICAL TREATMENT:

       ilODBGRADES  SURFACTANTS
       AND ORGANICS

       REDUCES  COD  LOADING

    MAXIMUM  FLOW OF WASTEWATER
    SHOULD BE NO GREATER THAN  20%  OF
    TREATMENT FACILITY CAPACITY OR
    EFFLUENT SHOULD RECEIVE 20% MORE
    SLUDGE CONTACT TIME

    CONCENTRATIONS OF TOTAL
    RECOVERABLE  METALS  EXCEED ACUTELY
    TOXIC  CONCENTRATIONS BUT DO NOT
    APPEAR TO BE CONTRIBUTING
    SIGNIFICANTLY TO TOXICITY
    (DUE TO CHELATION?)
              -203-

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STATES OHIO THE PDOGI10MS
      TOEc EHIPE BEEN iONE
         -204-

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• THE STUDY LOOKED AT 34 TREs - ALL CONDUCTED PRIOR
  TO PUBLICATION OF EPA PROTOCOLS
«  TYPES OF FACILITIES  REPRESENTED:
             4 OIL REFINERIES
             4 METAL INDUSTRIES
             4 TEXTILES FACILITIES
             0 CHEMICAL INDUSTRIES
             9 POTWS
             6 MISCELLANEOUS
 • TREs RANGED FROM 3 MONTHS TO 2 YEARS DEPENDING
   ON THE COMPLEXITY OF THE WASTESTREAM AND
   VARIABILITY OF TOXICITY
 TOXICAOT   IDENTIFICATION
 ' TOXICANTS WERE IDENTIFIED AT 23 FACILITIES (68%)

 1 9 FACILITIES DID NOT ATTEMPT TO IDENTIFY
 TOXICANTS

         •7 CHARACTERIZED THE WASTEWATER TO IDENTIFY
         SUSPECTS, THEN WENT TO TREATMENT

         •2 DID NOT CHARACTERIZE EFFLUENT
              •I ELIMINATED OUTFALL
              •J IS NOT MEETING LIMIT CURRENTLY

 ' 2 FACILITIES ARE CURRENTLY WORKING ON
 IDENTIFICATION
              TOXICANTS



   TOXICANTS WERE IDENTIFIED AT 23 FACILITIES


          •PESTICIDES AND HERBICIDES AT 7 FACILITIES

          •OTHER ORGANICS AT 12 FACILITIES

          •AMMONIA AT 8 FACILITIES

          •METALS AT 5 FACILITIES
                     -205-

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            TREATMENT

  0 13 FACILITIES HAVE SELECTED AND
    IMPLEMENTED  TREATMENT

  o 6 FACILITIES HAVE SELECTED BUT NOT
    IMPLEMENTED  TREATMENT

  8 13 FACILITIES HAVE NOT SELECTED TREATMENT

  8 2 FACILITIES HAVE CLOSED THE OUTFALL
          - / DIVERTED TO A POTW
          •I STOPPED PROCESS CAUSING TOXICITY
TREATMENT EFFECTIVENESS.

•OF THE 13 FACILITIES  WHICH IMPLEMENTED
  TREATMENT:

     •8 HAVE MET PERMIT LIMITS

     -2 HAVE REMOVED ACUTE TOXICITY BUT STILL HAVE
     CHRONIC TOXICITY

     •1 IS NOT MEETING PERMIT LIMITS

     •2 ARE UNKNOWN (TREATMENT RECENTLY INSTALLED)

 • PRODUCT SUBSTITUTION, PACT AND SYSTEM
   UPGRADES  MOST COMMON TREATMENTS
   SELECTED
                  -206-

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