CERI 89-257
WORKSHOP ON WATER QUALITY-BASED
   PERMITTING, ENFORCEMENT, AND
  TOXICITY REDUCTION EVALUATIONS
     San Francisco, CA - January 1 6-1 7, 1 990
        Nashville, TN - February 7-8, 1990
      Jacksonville, FL - February 27-28, 1 990
         Dallas, TX - March 13-14, 1990

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

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                                    TABLE OK 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 I
RECENT DEVELOPMENTS IN THE NPDES PROGRAM
               -1-

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KECEJVT 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)

    • WILLIAMSBURG 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 control* under
                                       existing CWA authorities tor
                                        (A) (I) and (A) (II) waters
             Develop Water
           Quality Assessment
           Plan (as necessary)
                Opportunity for State
                   to correct
                 deficient submtttal
                     -4-

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          Interrelationship of Waters Listed Under
           Section 304(1) of the Clean Water Act
    MINI LIST
     (AMI):
  Control actions
  include use ol
  all existing
  CWA
  authorities tor
  toxic pollutants.
 LONG LIST
   (AMID:

Control actions
include use ot
all existing
CWA
authorities lor
all pollutants
and in 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"

      • 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


     • ICSs 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 undfir other CWA authorities
304(1) Changes  to 40 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
  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
                -8-

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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
304(1) 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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• 38 States require Industries to conduct toxlcrty testing.

• 27 States require municipalities to conduct toxlclty testing.

• Toxletty testing Is required In 1343 Industrial permits.

• Toxlclty testing Is required In 597 municipal permits.

• Biological toxlclty testing requirements are tew or non-existent In the mid-
  western and western States.

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

• Effluent toxlclty limits are In municipal permits In 10 States and are found
   In 78 percent of the municipal permits that require biological testing.

• 16 States have a toxlclty 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 loxieity testing in SO percent or more of their
    major industrial permits. California. Virginia, and West Virginia require
    biological testing In all of (heir major industrial permits and in some
    minor permits.

•  6 States require biological toxlcrty 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.

•  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.

0  29 States have the capabilities tor conducting definitive acute or chronic
    toxlclty tests.

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

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  1. rmctKT*w or MAJOU MDUSTWUL PIMMTIWITH
    TOXICITT TESTING MEQMMCMCNTS
 t. pfuctMTAOc or MAJWI MUMC»*L MMMTT*
   WITM TOXKTTY TESTING «OWMMCNTS
FIGURE 3. NUMBER OF PERMITS WITH TOXICITY LIMITS
                                                          1D.C.
                    -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 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 LIMITS ON
   EFFLUENT TOXICITY AND MAY REQUIRE AN NPDES
   PERMITTEE TO CONDUCT A TOXICITY REDUCTION
   EVALUATION.'
                    DETERMINING
                  EFFLUENT TOXICITY
   COMPARE VYTTH HEALTH
 AND OTHER ENVIRONMENTAL
       CRITERIA
PROBABLY
NOT TOXIC
               PROBABLY
                        TOXIC


                       DUPLICATE
                        BIOASSAY *

                        TOXIC
                           /
                  TOXICITY REDUCATION
                     EVALUATION
                                      NOT TOXIC
                ACUTE TESTS
       ENDPOINT: MORTALITY
       DURATION: 98 HOURS FOR FISH, 48 HOURS
       FOR SOME INVERTEBRATES
       SPECIES USED: FATHEAD MINNOWS, DAPHNIA ipp..
       MYSIDS. TROUT, ETC.
       CONCENTRATION SERIES: EITHER 100% ONLY OR.
       e.g. 100%. 50%. 25%. 12.5%, AND 0% SERIES
       ADVANTAGES: - ITANDAKDIZID raorocoi
                  •- luno AMD MI nff NIIVI
                  •- f HBtOMT It I AIT TO QUANTIFY
       DISADVANTAGES:-- INDICATK ONLV FATAL COHCINTHATIOM
                    •- WOMI ONLY FCM FAIT ACTMO CXIMCAll
                    '•MAT NOT HI FLCCT MIAL-WOftlD tXPOHJfl
                CHRONIC TESTS

      • ENDPOINT: MORTALITY, GROWTH, REPRODUCTION, ETC.
      • DURATION: WHOLE LIFE CYCLE OR CRITICAL PORTION
        OF LIFE CYCLE
      • SPECIES USED: FATHEAD MINNOWS, DAPHNIA *pp..
        CERIODAPHNIA ipp, MYSIDS. TROUT, ETC.
      • ADVANTAGES: -- MOAI innrrrvl THAN ACUTV TVITS
                   " AIHIICI PAMAMITtllt OTMn TMAN MATM
                   -MAT UmiCT IIAL-WOUO COHCncTMTIOM
                     - M0«l IINIITIVI TO lOW-llVtL CONTAMNAnON
                    -18-

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

NOEC—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
        • TfM»f*ftTU«f
        • 00
        • POOO
        • WftTf • OU1UTY
        • ITC.
      SPECIES MEAN ACUTE
      VALUES FOR AMMONIA
    FATMIU
    CUDOCIKAM
    MOTTtlO BCVLMM
    PIATWMM
    WMTf tUCKfl
    BLUtCU.
    OOlMNtMNfll
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• AHtOW TVOUT
   MtttO
RELATIVE SENSITIVITY
                                                          SPECIES
                                                         FATHEAD
                                                         COHO
                                                         CHINOOK
                                                         RAINBOW
                                                         BLUEGILL
                                                         LARGEMOUTH
                                                         D. MAGNA
                                                                DDT
                                                                         COPPER
                                                     23
                                                     11
                                                     10
                                                      5
                                                      8
                                                     12
                                                     15
                                                    N=35
34
28
27
22
18
3
9
N=42
20
7
4
5
36
37
1
N=42
                                                                    SHverside (Menidia)
                                           -19-
                                  Anatomy of female Daptinu pulei (Oe Ce«r), I/O; », antenna; 6C,
                                  brood charter; H. heart; INT, Tnteitme; 1. leqs; 0V. ovary; P.
                                  ooitabdomen; PC. DOMaDdommal claw, (from Pennjk. 1978).

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  Lateral and  dorsal view of  a typical  mysid.
Fathead minnow: adult female (left) and breeding male
(right).
           LC50
  TEST PROCEDURES
  • TYPE OF TEST
     • ITAT1C. Htmwdi.. FLOW-Ttmu
  • NUMBER OF CONCENTRATIONS
     - 100. 10. it. i> s. t.iv o
  • NUMBER OF SPECIES
     - 1 M COMMNOID
  • NUMBER OF ORGANISMS
     - lOttlCOMMtNOIO
  • DUPLICATIONS
  • AGE OF ORGANISMS

  • TEST CONDITIONS
     -OUIIATIOM
      • CUTt 14.41 M D
      CMONIC I. 14. til
     ("ICt MtAIUMD
     MMTltrrT. MTCMIM>. KmOBUCTION. OHOWn
      B« ILFVOW'TMVU
      O.l| 1L IUTC

     - O,0. • 40% IATMUTIOM
            LC50
     DATA ANALYSIS

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

-------
                            VOCABULARY


EMBRYQ.LARVAL-THE LIFE STAGE JUST AF-  DAPHNMSPP-A SPECIES OF WATER FLEA
TER HATCHING
                                       CERIODAPHNIA SPP-A SPECIES OF WATER FLEA
JUVENILE-THE LIFE STAGE WHERE THE OR-
GANISMS LOOK LIKE THE ADULT BUT ARE NOT  CLADQCERAN-ANY MEMBER OF THE CLADO-
REPRODUCTIVELY MATURE                CERA, AN ORDER OF BRANCHIOPOD CRUSTA-
                                       CEANS THAT INCLUDE THE WATER FLEAS.
TERATOGENIC-CAPABLE  OF  CAUSING  AB-
NORMAL DEVELOPMENT  OF THE BODY OR  STATIC_TESI-TEST WATER IS  NOT CIRCU-
BODY PARTS                            LATED OR EXCHANGED

MUTAGENIC-CAPABLE OF CAUSING  OR IN-  STATJC_RENEWAL TEST-TEST  WATER IS
DUCING A GENETIC MUTATION             EXCHANGED FOR  NEW WATER AT SPECIFIC
                                       INTERVALS
LETHALITY-PERTAINING TO DEATH
                                       FLQWJLHRQUGHJEST-TEST WATER IS CON-
CHRONIC TEST-MEASURES LONG TERM EF-  TINUOUSLY CIRCULATED IN AND OUT OF THE
FECTS (GROWTH, REPRODUCTION)          TEST CHAMBER

ACUTE  TEST-MEASURES SHORT TERM EF-  NEQNAT.E--RECENTLY  HATCHED  CLADO-
FECTS (MORTALITY)                       CERAN

ALGAE-ANY NUMBER OF SIMPLE  AQUATIC
PLANTS POSSESSING CHOROPHYLL  AND
CAPABLE Or CARRYING ON PHOTOSYNTHESIS
               CJEfflOJJAP_HNJA 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.

             0 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-CEBlCiDAPjaNIA 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

              AV«5rH!G!NNING °F ™E TEST (1° ORQANISMS/CONCENTRATION
              + CONTROL).

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


             ° n^pu^cn5!^?1*1-.^"8" OF YOUNQ PER ADUl-T FEMALE IS
              c«n I- ALCULATE MEAN NUMBER OF YOUNG PER ADULT FEMALE
              FOR EACH CONCENTRATION TO PROVIDE A COMBINED MEASURE
              OF THE TOX.CANTS EFFECT ON MORTAL.TY X!
                            CHRON'C METH°DS MANUAL FOR DETAILED

                                    -21-

-------
       TABU 1.   Sumit! Of MCOWtilSEO HJT CON3IT10NS FOD CHlDDAHuilA
                 iunvKAi. AW) itmooucTioii IIST
   I. Tilt typt:
   2. TtHptrilurt (°C):
   3. Llgnt guillty:
   4. Llgnt Intimity:

   S. rYiotoptnod:
   6. Ttlt vtlltl tin:
   7. Ttlt tolutlon voluni:
   8. Rtnml of tilt conctntritlont:
   9. Agt of ttlt orginum:
  10. MuBOir of ttlt orginlwi
       ptr cntffiir:
  II. «u«0ir of rtpllcitl
       cftmtrf ptr trtltnnt:
  12. FtHlng rtglH:

  13. (trttlon:
  14. Dilution .«ttr:
  IS. Dilution  ftctor:
  li. Tilt Ivritlon:
  17. Cfftttt Miturtd:
Stltle rtntvtl
25 i !<>C
AjOBItnt ItbOritOry llgnt
10.20 ut/n2/!. or SO-100 't-c
(woltnt  luoritory Itilll)
16 n light. 8 n dirt
30 «.
IS n.
Ollly
Itlt tnin 2> n; ind 111 rilnitd
•Itnln i 4-n ptrlod
F«td 0.1 n. food tulpmiton/lS 1.
dill,
Mono
nodtritily mrd Itlndird Mtir,
rtcilvlng «4ttr, othtr  turftct
•oung productd blfort dllth.
Dolt: Ojyi I tnd 2 4rt not tncludtd btciun young  MTO not products until
       tnt Uilrd dly.  Adult nrttllly »t not rKordtd for dlyt I tnd 2.
                                   -22-

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

           0 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.

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

           O 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 Z.  SIMMY OF SURVIVAL AND GROWTH DATA Of FATHEAD HINNOU LARVAE EIPOSED FOR
             SEVEN OATS 10 SODIUM PENTACHLOROPhf NATE
Test
Cone.
No.
1
2
3
4
5
6
NaPCP
Cone.
(ug/L)
Control
32
64
128
256
5,2
Proportion of
Survival In
Replicate Charters
A
1.0
0.8
0.9
0.9
0.7
0.4
8
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
Nean
Prop.
Surv.
0.95
0.85
0.975
0.90
0.775
0.325*
Ave Dry Ugt (-9) In
CVa Replicate Charters
ID
6
12
5
9
29
29
A
0.711
0.646
0.669
0.629
0.650
0.358
e
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
Nean
Dry Wyt
(•9)
0.714
0.674
0.677
0.624
0.560"
0.471°
CV
ID
6
7
2
12
II
17
•Coefficient of variation (slanoard deviation I I00/*ean).
^Significantly different froa control (P • O.Oi).
                                   -23-

-------
      ALGAL fSELENASTBUM CAPRICQRNUTtiy)
                    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, OH 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 FLUOROMETRICAU.Y OR SPECTROPHOTGMETfllCALLY.
     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. SUMMARY OF RECOMMENDED TEST  CONDITIONS FOR THE ALGAL GROWTH TEST
    1. Ttst type:
    2. Tenperature:
    1. Light quality:
    4. Light Intensity:
    5. Photopertod:
    6. Test flask site:
    7. Test solution volume:
    8. Agt of stock culture
        used for Inoculum:
    9. Initial cell density:
   10. Number of replicates
       per concentration:
   11. Snaking rate:
   12. Dilution niter:
   13. Dilution factor:
   14. Ttst duration:
   IS. Effect Hasurid:
   16. End polnt(s):
Static
24 «. 2°C
•Cool white* fluorescent lighting
86 i 8.6 ul/tf/l (400 «. 40 ft-c)
Continuous Illumination
12S tL or 250 M.
SO nL or 100 it

4 to 7 days
10.000 cells/ml.
3
100 cpm continuous, or twice dtily
by hano
Algal stock culture nedium without
EDTA, or surface Hater
Approximately 0.3 or O.S
96 h
Growth (cell counts, chlorophyll
fluorescence, aoiorotnce, Dionass)
EC1. NOEC. S(S)
   TABLE 4.  SAMPLE  DATA FROM  ALGAL TOX1CITY TEST HITH CADMIUM CHLORIDE
Toxicant
Concentration
(uo Cd/L)
0 (Control)


S


10


20


40


80


Growth
Response:
Cells/m
1000
1209
1180
1340
1212
1186
1204
826
628
816
493
416
413
127
147
147
49.3
40.0
44.0
Cells/ml
~T6W
(Logio)
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
US)

0


3.4


39.1


64. S


88.7


96.4

                                 -25-

-------
        CONCEPTUAL APPROACH

                 iwc < NOCC

  WHERE: IWC • INSTREAM (RECEIVING WATCH)
          WASTE CONCENTRATION. EXPRESSED AS
          PERCENT WASTE

     NOEC • NO-OBSERVED-EFFECT LEVEL.
          EXPRESSED AS PERCENT OF WASTE
        TU.
              LC  OR NOEC
                JO
                 7Q10
      LOWEST AVERAGE DAILY FLOW OUFINO. ANY

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

          TEST              COST
         ft ACUTt (STATIC)
       ATMAD MBllOWl ACVT1 (ITATK)

  14-MMM tTT tCMDMM TIST

      I fTTO
   7-OAV »JITI««eMMHOWCMIOMK         •f.Set-1.101

                           M.t«»-T.00«
         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
 COSTRANOeW      NO. LABORATORIES CONDUCT*
                       STATIC TEST
                  24-HR.
                 SCREENING       OEHNITIV

  1-100                 ?             ,
  101-200               !             .
  201-300               '             ,
  301-400               J             ,
  401-WO               *             3
  501-600                '             j
  601-700                '             .
  701-COO

  TOTAL LABS            M             M

  MEAN COST           **•            ***

  COST RANGE
 TEST CONDUCTED AT CENTRAL LABORATORY

  NO. LABORATORIES CONDUCTING SHORT-TERM CHRONIC TES

COST RANGE (S)   OAPMNIOS   MINNOW MINNOW   AOP
                       LARVAL EMBRYO
201-MO
501 -«00
•01-1100
1101-1400
1401-1700
1701-2000
2001-2300
2301-2600
TOTAL LABS
MEAN COST
COfT RANGE
4
2
2
7
2
.
1
•
11
1067
3004200
2
1
3
2
4
1
•
1
14
1220
4004900
1
2
4
1
-
4
•
1
13
160B
4004900
S
2
2
2
•
•

-
11
737
200-1400
     PRECISION FOR INORGANIC ANALYSIS
    AT LOW END OF MEASUREMENT RANGE

  MEASUREMENT         -LABS          CV
      Al                21           184
      Cd               55           357
      Cr                47           105
      Cu               68           81
      Fe               54           575
      Pb               60           88
      Mn               65           245
      Hg               76           131
      Ag               60           17.8
      Zn               88           371
      BOD              58           33
      COO              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        801
    LAB        12       12        12
A
B
C
0
e
F
a
H
1
J
.72
.92
—
.3
.68
.5
.47
1.1
—
1.8 1
.8
.76
—
.48
.64
.41
.6
.68
—
.5
Mf*n .759
STDDcv
CV
.387
48


36 47
43 32
41 61
39 43
23 29
- 28
32 48
30 39
50 81
73 80
42.8
13.7
32
.52 .9
3.3 2.7
5.6 6.1
.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
0. pulex
D. magna
Fathead
Fathead
18
18
3
4
7
2
3
60
60
LC50
LC50
LC50
LC50
Chronic
LC50
LC50
LC50
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 LC50 (%)
5.1
8.7
8.6
6.5
1.8
3.8
6.9
6.4
8.2
0.04
5.6
52
37(MINUS LAB
REF. TOX. LC50 (%)
33
41
38
39
8.8
35
19
39
27
39
31.0
31.0
0) 33
     COMPLEX  EFFLUENT TOXICITY

          TESTING  PROGRAM


       8 Streams - 84 Monitoring Locations

       RESULTS:

        •  Ambient toxicity directly correlated to
          stream population impact*

        •  Effluent toxieity from tingle source
          directly correlated to stream impact
          * Stream population also affected
           by temperature. D.O.. pB. etc.
                  -28-

-------
           NORTH CAROLINA STUDY
      43  Point Source Discharge  Sites
No fciiti-eoni Toiicrty Predict
 impocl Noted
                                     Inltreom Toi icily Predicted
                                       Import Noted
                                                 DOT*
                                       No tottreom Toiicrty Predicted
                                        No Inpoct Noted  •>-,-
               SALT WATER  STUDY
 79 Ambient Stations  and  4 Dischargers
     PREDICTED »M8JENT TOXICITY
   6J5 NO TOMCITY OeSEfVED,
NO MOEMT TOXICITY PBCDICTtD
  TOXJCITY OBSERVED
                                         PREDICTED MKBIENT TOXICITY
                                          TOXICITY OBSERVED
                                                       14X
                                        NO «M9EKT TDXIOTV PREDICTED
                                         NO TOXICITY OBSERVED
                      -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 LIMITS ON
EFFLUENT TOXICITY AND MAY REQUIRE AN NPDES
PERMITTEE TO CONDUCT A TOXICITY REDUCTION
EVALUATION."
     SOURCE: 49 FEDERAL REGISTER 9017(6 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/AVERAGE 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


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

   •  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 TOXICITT (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:



100% STREAM (after mixing) = NOEC


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

-------
      bi
      z
      o
      o
               DOSE RESPONSE CURVE
                      ACUTE
                      tCHT
                   PERCENT EFFLUENT

            LC50 = 3.33 LC1    1/LC50 = 0.3 (1/LC1)
         WLA:
         EFFLUENT
          \FLOWy
STREAM
FLOW
           DURATION
   MAGNITUDE    \   FREQUENCY
      I       \    /
CMC = 0.3 TUA ^ 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
CONCENTRAT
AMBIENT
PMC
VslVlVx
r»r»f*
Vrlsl*
	 1 	 1 1 	



                                     ZONES



                                   LETHALITY
                                    CHRONIC

                                    EFFECT
                                      NO

                                    EFFECT
        10      20      30

              TIME (DAYS)
             WHY

     TWO NUMBER CRITERIA
z
o
I-
<
oc
I-
z
UJ
o
z
o
o
UJ

CO

5
               +
                       +
                                     ZONES



                                   LETHALITY
                                    CHRONIC

                                    EFFECT
                                     NO

                                    EFFECT
        1O
               20     30

             TIME (DAYS)


                   -38-

-------
        WHY
TWO NUMBER CRITERIA
ZONES
z
o
:ENTRAT
Z
O
H
AMBIEN











—


-4—






i


	 1



ccc
1 	 1 	
LETHALITY
CHRONIC
EFFECT


NO
EFFECT
   10     20     30
         TIME (DAYS)
            -39-

-------
   SIMPLE DILUTION

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

   TUC = Toxic Units CHRONIC
          -40-

-------
           STEADY-STATE WLA DERIVATION
                   PROCEDURE
     Effluent Toxicity 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. = Q.
                           s
                         TT
                           e
   (B) When plant's water source is not the receiving stream

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

-------
       TOXICITY PERMIT LIMIT DEVELOPMENT
     FACILITY:	CHEMICAL COMPANY
     LOCATION:	—
     PERMIT:	

     CAL-	RIVER: 7010* 27.3 CFS
                 1010*11.1 CFS
     PLANT FLOW: S47.000 QPO (OUTFALL 001) • 0.31 CPS

     INSTBEAM WASTE CONCENTRATION (IWC)

     IWC FOR 7010 (CHRONIC) •	.
     IWC FOR 1010 (ACUTE)'
     ASSUMPTIONS:

     (1) COMPLETE MIXINO-
       (MIXINO ZONE WOULD RESULT IN MORE STRINGENT LIMITS)
     (2) NO TOXICITY FROM UPSTREAM SOURCES
     (3) ACUTI TO CHRONIC RATIO • 10
     (4) COEFFICIENT OF VARIATION (CV) • O.t
          DETERMINE   WLA
WLA tojdc|ty   = Effluent toxicity never to be
                 exceeded
      Determined at worst-case conditions:
     Q      (critical stream flow - low flow)
     ""
             (design effluent flow)
                     -42-

-------
o

<
DC


III
O

O
O
K
Z
III
IL
IL
IU
                                                   WLA
                                                       A
Permit Limit
                  ITMMOMT IT| «r If • 1.0v«i IM* CV.
                                                             LTA
                             TIME
                                        CV = 0.6
     Figure 5-4.  Relationship of fcrait Liaila. Uasteload AJlocal ions,
              and Long Tem 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 =  100% Stream
             x TU
                              -A3-

-------
   CHRONIC  WLA   (cont.)
 STEP 2:
 Back-calculate WLA
       WLA = 1 TUC x
      CL = CL      = 7Q1O low flow for stream
      06  ^ critical
      Q = effluent design flow

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

 CHRONIC

    WLA  + 1.0 IWC = 1.0C  ) =   %
      NOEC

EFFLUENT STATEMENT

 THE NOEC OF THE EFFLUENT USING A
 SEVEN(7) DAY CERIODAPHNIA spp. 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 •" Mlxlne
     to TUa (acts like mg/L)
           If LCt = 100% Stream

      x Tl^ =  k -ipjpr-  in Mixing Zone

 Jt = conversion factor for -77^- to -j-^ — = 0.3
    x TUa= 0.3     = 0.3 TUa in M. Z.
     AC(/ff IVM   (confj

STEP 2:

Back-calculate WLA

     WLA = 0.3 TIL  X ^ * ^   After Initial Mix
                ^     9e
       ri = CL     =1Q10 low flow for stream
       ^  ^critical  ^
       Q = effluent  design  flow
     (+ Q ) Is added If source of water thru plant Is NOT the stream

             WLA = 0.3 TUa    NO Initial Mix
      SIMPLE DILUTION CALCULATION

  ACUTE
      WLA
         LCso    °3

  EFFLUENT STATEMENT

   THE LC   OF THE EFFLUENT USING
   A 96 HOUR CERIODAPHNIA spp. 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


ACU_IEJLQ.CHRONICJACR)


   WLA    =IWCXACR=   X10=    %

       AC



 EFFLUENLSTATEMENT


  THE LC OF THE EFFLUENT USING A
        50

  96 HOUR CERIQDAPHNIAjspp. TEST SHALL

  BE EQUAL TO OR GREATER THAN  %

  AT ANY TIME FOR CHRONIC PROTECTION.

  THE LC^S REPORTED IN TOXIC UNITS

  SHALL NOT EXCEED TUc.
      SIMPLE DILUTION CALCULATION


  ACUTE
    wllAr
            IWC
        BO
0.3    0.3
  ACUTE TO CHRONIC (ACR)

    WLA = IWC X ACR =    X 10 =   %
       AC


  CHRONIC

    WLA   = 1.0 IWC = 1.0(  )=   %
       NOEC
       SIMPLE DILUTION SUMMARY
RATIO
'VLANT
^IVEH
IWC
wlAc
so
wlAc
«H
100%
o -o
RIVER
100
333
1000
100
50%
0 -Q
R P
50
167
500
50
33%
O > 1/30
P
33
100
330
33
10%
0 • 10% 0
J> 	 F
10
33
100
10
1%
0 • 1%0
P R
1
3.3
10
1
0.1%
0 • 0.1%0
P f
0.1
0.3
1
0.1
              -46-

-------
            NORTH  CAROLINA PERMIT EXAMPLE
                            (Industrial)
  This facility Is a textile plant which has been discharging at this site tor 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 locculatlon, 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)

                7O10 = 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.  ( ).  trruuiKT LiHiTeTioNs AND MONITORING REQUIREMENTS  ru.«i

          During  tke  period  b*(Umla(  on  the  effective  data  of
          Peralttee  U  OTtkorlJMd to «U*ck*rc«  liam o«t(all(a) aerial
          •ad xmltorad by tW Permittee •» aped fled balov:
                             D«llT
                                                                        the
                                                                             peralt  and  laatln*  until  crplriiloo   tbe
                                                                             r(a)  001.   Each dUch*jtu ahell be
                              38.
                              tl.
FloM
100. 5D«y. 20 D*|'*** C
Tot* I Suspended letldue
NN3 •• N
Dleiolved Orygcn (•laiauei)
Fecal Colllora ((eoaetrlc Been)
COO                          *J» 0
Sulflde                        2.4
rbenolt                        1.2
Tot el Chroaiu*
Cooductlvlty
Tot el Nltioicn (N02 + HOJ + TIM)
Tot el Pbosphoiut
Tollclly
Priority Pollutant*
                                                       Other DpJt. (Sp«lfT)
 72.8
200.9
                                            678.0
                                              4.8
                                                       0.100 MOD
                                                       2.0 at/1
                                                       S.O ag/l
                                                    1000.0/100 al
                         3.0 ag/l
                         J.O ag/l
                      2000.0/100
                                                                     0.137 •(/!
                                                                                                    ••qmiriaaati
Haaamraaaat
Frequency
Cont Inuoua
2/aontb
2/aootb
2/aontb
Weekly
2/aoolb
2/aonth
2/aontb
2/aontb
2/aontb
Weekly
Weakly
Quarterly
Quarterly
Quarterly
Annually
I eagle *Si
Type Locj
Recording
Coapoalte
Coapoalte
Coeipoaita
Grab
Grab
Coapoalt*
Grab
Grab
Coapot 1 1 a
Grab
Grab
Coaposlta
Covpoilt*
Coapot 1 1 e

a»»U
itloa
or I



. U. 0
. U. D




U. D
! D




                                 locetloM:  C  - EffltMat.  I  -  Uflaent. U - Upetreaa at 23rd Street. D - Dowutree* at
                         01 U«fca»7  U7
                  ••Chronic TomIcIty (C.rlodaphnla)  P/P  at  341 .  March.  June.  Sept«b«r  and  Dec..ber. See Part III.



                                                                                  tban  9.0  ateadud unit*  and  aball


           Tbere .ball  b* «o  dUckerfe ol  floatlm, aolld. or  *Ulble  foe.  In otber tban  trace e-oonta.
                    Condition Mo.  C.
                      •*•  t«*> Pert III. O-dltloo No.  I.

          Tb«  pi   ahall  «ot  IM lee.  tkjtt  6.0  etaodard  unit,  nor  greater
          •ooltored weakly  at tba effluent by grab aaapla.
                                                    -48-

-------
                                                 Part  III
                                                 Pe r«lt  No . NCOOOO*1 7


F.  Toxlclty  Reopcner

    Thle permit  shell be nodlfled,  or revoked  end  reissued  to
    Incorporate  toxlelty limitations end  monitoring  requirements in the
    event toxlcity teatlng or other etudlee  conducted  on  the effluent  or
    receiving  etream  indicate chat  detrimental  effecta may  be exptcttd
    In the  receiving  stream aa a reault  of  thle dlecharge.

C.  Chronic Toxlelty  Teatlng Requirement

    The  effluent  dleeharge ahall at no elite  exhibit  chronic teilclty
    uilng teat proceduree outlined  In:

      1.   The  North  Carolina C££^p_da_£]in_la chronic  affluent  bioataay
          procedure  (North Carolina Chronic  lloaaaay Procedure  - Revised
          •February  1987) or aubaequent  versions.

    The  effluent  concentration at which  there  may bt no  obttrvable
    Inhibition of  reproduction or elgnlflcaot  mortality  ia  341  (defined
    aa treatment  two  ia the North Carolina  procedure document). The
    permit  holder  ahall perform quarttrly monitoring uelng  thle
    proeedura  to  aatabliah compliance with  the permit  condition.   The
    flrat caat will  be  performed after thirty  daya from  iaauanee of this
    permit  during  the montha of March, June, September and  December.
    Effluent  aampllng for thle teetlng shall be performed at  the NPDtS
    permitted  flaal  effluent discharge balov all treatment  processes.

    All  toxlelty  testing results required as pare of thle permit
    condition  vlll be tnterad on the Effluent  Discharge  Monitoring  Form
    (MR-l)  for the month in which It vaa  performed,  using the
    appropriate  parameter code.  Additionally, D'.M For*  AT-1  (original)
    is co be  aeac  Co  Che following  addreea:

                        Technical Servicea  Branch
           Kerch  Carolina Division  of tnvlrenmantal Managtatnt
                               PO Box 27687
                   Raleigh, North Carolina   27611-7687

    Test  data  nhall  ba  complete and accurate and Include all  supporting
    chemical/physical •eaauremeata  performed in assoclsclon with  the
    toxlelty  caeca,  as  veil ae ell  doss/response data.  Total residual
    chlorine must  bo  measured end reported  If  chlorine It employed for
    disinfection  of  Che waate scream.

    Should  eay ceat  daCa from this  monitoring  requirement or  tests
    performed  by  the  North Caroline Division of Environmental Msnegtmcnc
    indicate  potentlel  impaece Co Che receiving scree*),  this  pernlc  nay
    be reopened  and  modified Co Include  alternate monitoring
    requirements  or  llmlcatlona.

                                 -49-

-------
             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, communltor, bar screens, dual clarifi-
   ers, chemical feed (lime), tertiary filters, post chlorinalion, and post aera-
   tion. There are plans to Increase the plant capacity to at least 1.0 MGD.
   This facility has an approved prctreatment 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 bloassay procedure (revised February 1987).  Sampling shall be
done In the months of March, June, September, December.
                       -50-

-------
      A. HTUrnrT LIRITKTICNS MO MONITOR IMC RErjUIRFMDtTS - Final SUmer:  April 1 - October  31

      During the  period beginning on the effective date of the permit and  lasting until expiration or expansion,
      the permittee la authorized to discharge fiom out fall serial nmbei  - 001.
      Such discharge shall be United and nonitoted by  the permittee an specified below:
Effluent CraracterAfltlca
Plow
BOD.  5  Day. "20 C"
Total susp
Wj 8B  N
Dissolved
Fecal coll
ttenldual  Chlorine
fe«tjerature
total Nitrogen (Mlj
total Phosphorus
Doilcity
•rlority  Pollutants
Total Lead
Mai Copper
totaj line
MaJ Chromium
onduct  ivity
                                                Mutations
Kg/day (Iba./day)
Monthly Avu. Meekly

C"
1 Residue**

jn (mlnlnie)
(geometric mean )
ine

(Ntlj « M>j 4 TUN)
IS

ants





Other Units (Specify)
HVCL. Monthly Ava. Weekly Avq.
0.825 MCD
5.0 «q/l 7.5 mg/1
30.0 mq/1 15.0 xq/l
2.0 XMJ/I 3.0 *q/l
6.0 ng/1 6.0 nq/1
1000. 0/100 ml 2000.0/100 nl



*•* •••

•••• ••••
0.025 xq/1**"*




Measurement
. PieuuencY
Cont Inuoua
Daily
Daily
Dally
Dally
rviily
Daily
n.iily
Hunt hi y
Monthly
Ouaiterly
Annually
Weekly
Mmthly
Monthly
Monthly
Daily
Saeple
Recording
Covfiosite
ConiioGlte
Coifxnite
Grab
Crati
Oral)
Crab
Conixnite
Coifxisitc
Conposite

Cotmsite
Coifiosite
Co^itir.ite
Coifositc
Oiali
•Sa>f>le
Location
1 01 f.
I,E
I,E
E
E. (1,
E, U,
F
E, U.
e
E
E
F.
E
E
E
E
11, D



D
D

n









 he pH shall not be less than 6.0  standard units nor  greater than 9.0 stantiaids unitn and shall be monitoiml
 illy at the effluent  by giab sanple.


 fif r.hiill !«• no  .liMlimc|e of floating sol irtn or vi.sitilr (mm  in otliri  th,m ti.n-e amnini::.
                Facihiy Nimc .
                                                                        Pirrrui*.
                             CHRONIC TOXICFTY TESTING REQUIREMENT (MONTHLY)


                The effluem djicharge »h»U 11 no rime exhibit chronic lowciry uiing if n procedurei ouUmtd IT.

                1.) The Nonh r.mlmi pjpodirhnu chronic effluent bioasuy procedure (Nonh Cirohni Chror.::
                Biotsuy Procedun - Reviud 'Februtry 1987) or tubtequent venions.

                The effluem concennbon it which there may be no observable inhibibon of reproducaon or
                rifnificam monaliry U	% (defined u Dtaanent two in the Nonh Carebna procedure
                document). The permit holder shall perform manihl\ monitonn| uiin| ihn procedure to establish
                compliance with tht permit condition. The Tint test will be performed within thirty days from
                usuance of this permit. Effluem sampling for this testing »hall be perforoed at the NPDES
                permitted final effluent discharge below all treatment processes.

                All toijciry testing resulu required as part 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
                re<> TGP3B  Additionally. DEM Fora AT-1  (original) is to be sent to the following address:

                                          Anenbon: Technical Services Branch
                                                   Nonh Carolina Division of
                                                   Environmental Management
                                                   P.O.  Boi 27687
                                                   Raleigh.  N.C. 27611

                Ten data shall be complete and accurate and  include all supporting chemical/physical measurement
                perfomd in association with the toxiciry tesu. as well u all dote/response data.  Total retiduil
                chlorine of the effluent toxiciry sample own  be measured and reported  if chlorine is employed for
                dinnfecbon of the waste nream.

                Should any test data from this monitoring requirement or tests performed by the Nonh Carolina
                Division of Environmental Management indicate potential impacts 10 the receiving stream, this
                permit may be re-opened and modified to include alternate monitoring requirements or luniu.

                NOTE: Failure to achieve ten conditions as  specified in the cited document, such as minimum
                control organism survival and appropriate environmental controls, shall consoniie an invalid test
                and will require tmmodiate retesang(wiihin 30 days of iniaal monitoring event). Failure 0 submit
                notable test results will censbtuie a failure of perron condioon.
                7Q10	
                Permj ted Flow
                IWC%.
.cfs
       .MOD
Recommended by:
                Basin & Sub-basin.
                Receiving Stream _
                County	
                        Date
                ••Chronic Toxiciry (Ceriodaphnia) P/F at	%. See Pan	Condioon	.
                                              -51-

-------
Facility Name	 Permit t	


                      ACUTE Toxionr TESTING REQUIREMENT
                        Fuhcad Minnow 48 hr • Monthly Moniioiinf


The perminet thill conduct acute toxiciry csu on t oaolblx basis usin| protocols defined in
E.P.A. Document 600/4-85/Q13 entitled The Acute Toxiciry of Effluents to Freshwater and
Marine Organisms". The rooniiprini shall be performed as a Fathead Minnow fl>itneph«le<
pfomel»O 48 hour static test, using effluent collected ts a 24  hour composite. Effluent samples for
self-monitoring purposes must be obtained during representative effluent discharge belo» all * is:e
treatment. The first test will be performed within thirty days  from issuance of this permit.

The parameter code for this test is TAA6C. All toxiciry csting 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 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 chemicaVphyiical measurement
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
disinfecbon of the want swum.

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

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


7Q10	efs
Permitted Flow	MOD              Recommended by:
IWC%	
Basin & Sub-Basin	
Receiving Stream
County	  Date	

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

-------
   TOXICITY PERMIT
 LIMIT DEVELOPMENT
            BY
STATISTICAL METHOD
        USING TU
    RATIONALE FOR USING THE
    STATISTICAL APPROACH
  • PROVIDES MECHANISM FOR SETTING
    PERMIT LIMITS WHICH WILL BE
    TOXICOLOGICALLY 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
    LIMITS
              4 WLA REQUIREMENTS
                ASSUMPTIONS:
                 ALLOWABLE WLA EXCEEDENCE RATE
                 PARAMETER VARIABILITY CV

                REQUIRED TREATMENT
SELECT LIMITING
REQUIREMENT

CALCULATE LIMITS
SPECIFICATIONS:
 eXCECOCNCE PROBABILITY BASIS
 BASIS FOR MONTHLY LIMIT
             4
            -53-

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

       where: criterion = 0.3 TU, 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. = Q.
                          s
  (B) When plant's water source is not the receiving stream
                   d.f. = Q  +Q9
                        _ O	3
  (C)            Q, = receiving stream design flow
                Q, = effluent design flow
               PERMIT LIMIT DERIVATION

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

           WLAa(TUa)XACR = WLA^ (TUc)

           where:

          ACR (Acute-Chronic Ratio) = 10
          if data Is unavailable


                       -54-

-------
                 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 SANPTARY SEWAGE

      "- STORM WATER

  •  DISCHARGES INTO HUMBOLDT BAY CONSIST OF:

       - NON-CONTACT COOLING WATER

       • STORM WATER

  •  EFFLUENT IS DISCHARGED FROM A 3200 FOOT OUTFALL THROUGH A
     498 FOOT MULT1PORT 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 TOXICITY LIMITS
        I)   Penan Plan
            where:

            C.  = Effluent concentration limit
            C;  = 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 •eawater/part wastewater)
                = 0.05 •(• 69(0.05-0)
                = 3.5TU.

         II)  Toxlelty Limits Based on WLA Calculations

            a)JA£ule:   WLA. = (0.3 TU.) Dm a 1 day average
             b).CJiiQQic: 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
         meet WLAs.

       A) 1-Day (Acute) LTA:

            LTA = exp(yu + 0.502)

         where: u = ln(acute WLA in TUC) - z
-------
     1
                            CMfflctontolVuwion
Figure 5-7.    AMng* UontMy MimA UfflRf n • Function at uw CoaMetom of VuWlon.
                        gtep 1: CPleulale
                        Variability
                            CV = 6/8

                            where:

                              n = 52
                              JT = 3.223
                              B = 1.282

                            CVo
                 Step 2:  Derive Performance for 1-Day
                 WLA Reaulrement
                                 1)
                     where:

                       Z B 2.326 (99% confidence Interval)
LTA
                                 0.5(7')

                                     -57-

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     B) 4-Day (Chronic) LTA:

           LTA = exp(^ + O-So2)

       where:                           ,
            H = /i4 - 0.5*2 + 0.5ln(1 + [(e° - 1/4J)
           /*4 = ln(chronic WLA) - z Vln(1 + [(e* - 1/4J)

      z, CV, 
-------
o
DC
I-

UJ
o
z
o
o
»-
z
Ul
u.
u.
Ill
                     WLA
                    —  A
                     WL/
                                                            LTA
                             7   B


                             TIME
                             (Day.)
                                     9  10  11  12  13  14  18
                                                             LTA
ui
                             TIME
     Figure 5-4. Belftllonstilp of fVrall Lulls, Uuleload Allootlora

             «J Long Tei» Average for a Given Coefficient ol Variation
             e  44.39 TUe


         LTA. = 9.100 TU.


              = 91.00TU£
assume 1 TU. = 10TUC
                            44.39 < 91.00

                  therefore, LTAC (44.39) Is more limiting
                         -59-

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STEP 4:  Derive Daily Maximum Permit Limits:

          Daily Max. - exp(/*+ z
-------
Step 5: Deriving Permit Limits

    LTA.  » 44.39 TU.
      CV  »0.4
       a  • 0.3853

     a) M •ln(LTAt)-0.5
     b) Pally Maximum o exp (i*+ Zo);
            where:
                     ZB 1.645 (95% confidence
                              Interval)

     c) Using 4 samples/month
        a«n  4'
     e) Monthly Avaraga a exp (^ 4 2OJ;
               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)

 Toxlclty         TU.                60     78
 Concentration
 (Chronic)
                  -61-

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            MONITORING CONSIDERATIONS
            1) FREQUENCY
                 • »  1/MONTHCACCOUNT FOR BATCH PROCESSING)

            2) SAMPLING
                 • ORAB*- ACUTE
                 • COMPOSITE - CHRONIC

            3) TYPE OF TEST
                 • ACUTE OR CHRONIC TEST IS DETERMINED
                   •Y THE TOXICITY LIMIT ITSELF

            4) NUMIER OF TEST SPECIES
                 • INITIALLY THREE SPECIES FOR
                   SENSITIVITY IDENTIFICATION
                 • MOST SENSITIVE SPECIE FOR MONITORING
                 • RESIDENT vt STANDARDIZED SPECIES
                   - FALSE NEGATIVE RESULTS
        ' IF WASTE NOT PONDED AND WELL-MIXED BEFORE DISCHARGE.
        THEN NEED FOUR S-HOUR COMPOSITES PER MONTH.
Tabl* 3-1
                       UAtt
                                                             VMM
      Q»
             SUMmflow
                                  Al
                                                 i: 1O10
                                            Ctmrte 7O10
                       unfls
                               Condition*
                                                             Voh»
      Q«
              N«M
                       Unto
                               Condiuom
                                                             VMM
                                             Acutt: 0«O«
      d.t.
            OiUtonlaeiBr
                       Nont
                                             Acutt: 0«0«
                              1* not teuM of
                              OfnU0fll Wltttf
                                           AOUM: (O»«Q«VQ»
Chrorte: (O»*Q»)/O«
   Pwtwttf
              N«M
                               CendWon*
     WLA
                       TUa
                                             AOM: OJ«dJ.
                       TUo
                                            Chrartc i.O-dJ.
                             -62-

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   SECTION 4
TOXICITY LIMITS
      -63-

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                        III.  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)

 ince 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

,.0 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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"ast 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
14/ As Senator Moynihan stated in floor debates, "EPA has already
identified 34 of these areas which may require more stringent
 ontrols than the best available technology standards currently
J08(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 Congress* 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-

-------
 esponsibilities.  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)(l)(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
                Techniques.	

       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

vater 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 such
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
                  	FOR 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.  157

       NRDC had challenged EPA's state program enforcement

-,aidelines 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.  See EPA Br. at 256-260.

            A.  EPA is Not Required to Mandate Maximum
                Civil Penalties for State Permit 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
  knowing violation that places another person in imminent danger
   death or serious bodily injury.  Section 312 also raises prison
terms to felony levels, i.e..  in excess of one year.

                                     -73-

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               SECTION 5
COMPLIANCE MONITORING AND ENFORCEMENT
                -75-

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COMPLIANCE
    MONITORING

              NFORCEMENT
  With Emphasis on Whole Effluent Toxlclty
E
    QUESTION i1:

       WHY DO WE NEED WHOLE-EFFLUENT TOXtCITY AS A
    MEASURE OF EFFLUENT QUALITY? AREN'T CHEMICAL-SPECIFIC
    LIMITS ENOUGH?
             LIMITATIONS OF
     CHEMICAL SPECIFIC APPROACH
     All waattwattr loilcanta may not b* known and. tnarafora, not
     control IM.

     Maaturtmantt of many Individual loilctntt cm bt aipcnalv* (e.g..
     organic chamlealt).
     Tna btoavallablllty of tht toilunt* ii not •«••«••().

     Ttw Inttnctlon* b*tw**n toiletntt (t.g., xJdlllvlty) in not mMtunxl.
     QUESTION K:

       IF WHOLE-EFFLUENT TOXtCITY IS SO WONDERFUL. WHY
     THE "INTEGRATED APPROACH"? WHY NOT REQUIRE WET
     LIMITS IN LIEU OF CHEMICAL SPECIFIC LIMITS?
              LIMITATIONS OF
       WHOLE EFFLUENT APPROACH
      PreptrtlM of tpKlflc chtmicf It «r» not t»i«t»»d, ».fl.
      btoMCumulitlon.
      EtRutnt toilelty trMtiolllly dtu an lacking; tnginacr* ar* mor*
      fmlllar with dtalgnlng aytttma to tnMt apaci c cnamteala.
      DOM not •eeount tor ehang*a In toslclty downatnam dut to
      ehwnleal/priralcal oandltlona (t.g., pH change*, aallnlty cnangta.
      photolrala. tic.)
    QUESTION «.
                        LttiiT EFFLUEMTS BAS£D
                 -77-

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                 STATUTORY AMD 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, putlie 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.
     •Nothing  in this  section  shall  be construed to limit or
     delay th« us*  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 th« food  chain appropriate  to the
     volume  and  the physical,  chemical, and  biological
     characteristics of  the effluent, and (B) at appropriate
     frequencies and locations."


                               -78-

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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-

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     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-

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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
               • North Carolina
                   -81-

-------
 PERMITTEE NAME/ADDRESS I/nr/n./r
 r'm-iltr\  \.IMI,- l..,tin.-n if tliljrrrnt)
                                                   NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (.
                                                        DISCHARGE MONITORING REPORT
Farm Appnvtd.
OMB No. 2O4O-OOO4
NAME

(J-/6I
(17-19)
ADDRESS

FACILITY
LOCATION
FROM

PARAMETER
(32-37)
NOEL STATRE 7DAY CHR
CERIODAPHNIA
TBP3B 1 C 0
EFFLUENT GROSS VALUE
NOEL STATRE 7DAY CHR
CERIODAPHNIA
TBP3B 000
SEE COMMENTS BELOW
NOEL STATRE 7DAY CHR
PIMEPHALES
TBP6C 1 0 0
FFFT I1FNT flRCKC; VAT IIP
NOEL STATRE 7 DAY CHR
PIMEPHALES
TBP6C 000
SEE COMMENTS BELOW
CO
t*3
\

X
SAMPLE
MEASUREMENT
PERMIT
REQUIREMENT
SAMPLE
MEASUREMENT
PERMIT
REQUIREMENT
SAMPLE
MEASUREMENT
PERMIT
REQUIREMENT
SAMPLE
MEASUREMENT
PERMIT
REQUIREMENT
SAMPLE
MEASUREMENT
PERMIT
REQUIREMENT
SAMPLE
MEASUREMENT
PERMIT
REQUIREMENT
SAMPLE
MEASUREMENT
PEW
REQUIRI
NAME/TITLE PRINCIPAL EXECUTIVE OFFICER

TYPED OR PRINTED
g«T_._
LUU4T
(3 Card Only) QUANTITY OR
AVERAGE
******
******
******
DELMON
MONTH Mfi
******
******
******
DELMON
MONTH M>





'•


MONITORING PERIOD
YEAR

MO DAY YEAR
	 TO 	
(20-21) (22-23) (24-25) (2627)
LOADING
MAXIMUM
******
******
******
******
******
******
******
******






1 CERTIFY UNDER PENALTY OF LAW THAT
AND AM FAMILIAR WITH THE INFORMATION
ON MV INQUIRY OF THOSE INDIVIDUALS
OSTAINMG THE INFORMATION 1 BELIEVE
IS TRUE ACCURATE AND COMPLETE 1 AM
MFICANT PENALTIES FOR SUBMITTING '
THE POSSIBILITY OF FINE AND IMPRISONMI
33 USC * 1319 iPrnallirm latdrr thrir ila/uf
and nr maximum impnwmmrri/ ttl rirtu+rtt 4 nt'in
UNITS
****
****
****
****



I HAVE PERSONALLY
SUBMITTED HEREIN AX
MMEOATELY RESPONS
THE SUBMITTED INF<
AWARE THAT THERE
ALSE INFORMATION It
[NT SEE 18 USC l<
rm ntav inrfarf* finr* up
th* and t \rrnr* i
(4 Card Only)
(38-43)
MO DAY

(28-29) (30-31)
QUALITY OR
(46-3 })
MINIMUM

9.6
MONTH AV
4.3
WKLY MN





9.6
MONTH AV

4.8
WKT Y MN






EXAMINED
ID BASED
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}RMATION
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*r\ ^/o<^f<; _ ...
"*»-^»«< rnxfirwrn 9-JU-ag
NOTE: Read Instructions before compiling this form.
CONCENTRATION
(34-61)
AVERAGE
******
******
******
DELMON
MONTH MN
******
******
******
DELMON
MONTH MN








^fi/i*"0. SIGNATURE OF PRINCIPAL
OFFICER OR AUTHORIZE
COMMENT AND EXPLANATION OF ANY VIOLATIONS (Rtfrnnce all ultuchmrnll lltrt)
MAXIMUM
******
******
******
******
******
******
******
******







UNITS


PERCEN1


PERCENT

PERCENT

PERCENT



NO.
ex
[62-63)














TELEPHONE

EXECUTIVE

D AGENT *»|*


NUMBER
FREQUENCY
OF
ANALYSIS
(64-64)

MNTHLY

MNTHLY

MNTHLY

MNTHLY






SAMPLE
TYPE
(69-10)

24 /COW

24 /COM!


24/COMI

24 /COM!






DATE

YEAR


MO DAY

TOXICITY TE?TING REPORTS SHALL  BE ATTACHED TO  AND SUBMITTED
                                                                          THE  DISCHARGE MONITORING  REPORT.  ALL SAMPLES SHAT T  BE
 TAKEN  AFTEI     E  LAST TREATMENT  UNIT PRIOR TO  DISCHARGE  INTO TI    IVER.   NOEL SHALL  BE REPORTED AS  PERCENT  EFFLUEI
X Form 3320-1 (Rev. 10-79) PREVIOUS EDITION TO BE USED
                                                             EPA rauM T.ao WHICH MAY NOT BE uneo. >
                                                                                                                            PAGE

-------
          • OOHLITT COMTtOL FXCT SHItT rg» 8tLT-B10MONlTORI»S
                   A^UTE/CHRONlt TOXICITY VEST DATfc
Parnit No.   ftKOOPOOO1

Facility Haaa     ftSCOflP.

Facility Location
Laboratory/Invaatlqator

Parnlt Raqulraaantai
                                                    ^_^
                  feuttMk VJBt                fU* tt6IM«0-
  Saipllno; Location tHMt UWlT     Typ« of 3a»pla  14 ifcOB OHP.

  Llilt
  Typa of Taat 	  .
             C55t VfWlt-H&e
Taat  Raaultai    fttm Oom.0)

  LCSO/ECiO/^Otj)	

Quality Control Suaaaryi

  Data of Sacplai   	
                               T«it Duration   1 V*

                        CUftA,   T..t Organiac  14*  7;t» >«.
                               951 Confldanca  '.ntarval
  Control Hortalltyi £. *2D  t

  Taaparatura aalntalnad within
                               Dataa of Taati   uJTOMII T2<«ip«ratur«?
  Dl*«olv«d otygcn L«v*l« «l.w«y« gr«*c«r  than 40% ••turation?


    Y" - "° -
                                             5i »f »3 •"' '  " M*
  Loadln9 factor for  all aipoaura chaabara  laaa than or aqual to
  naiiiui allomd tor tha tait  typa and ta«paratura?   Yaa     I

  Do tha taat raaulta Indicata  a dlract ralatlonahip batvaan attluant
  concantration and raaponaa of tha taat or9anl«a (i.a.r  aora daatha
  occur at tha hlqhaat  affluant concantratlonil?    Vaa	 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 OA
  • REGIONS/STATES  MUST HAVE CAPABILITY OF ASSESSING SAMPLE
  COMPLIANCE
  • RESERVE SAMPLING INSPECTIONS FOR PERMITTING AND ENFORCEMENT
  PRIORITIES
                         -83-

-------
HOW 00 WE TRACK COMPLIANCE?

   The PERMIT COMPLIANCE SYSTEM
            PCS FUNCTIONS
 Tracks permit Issuance, relssuance, and appeal activities
 Screens compliance data for effluent, schedu: •, and reporting
 violations
 Tracks enforcement responses
 Automates QNCR preparation
 Automates strategic planning and management systems reporting
 Provides facility Information
 Facilitates Inspection scheduling
PERMIT FACILITY DATA
              -84-

-------
                 020 COMPLIANCE SCHEDULE

                            EVENT CODES
           f TABLE-CD
            001 CT    Submit Toxlclty Evaluation Scop*
            001 PA    Submit Toxic Reduction Evaluation
            002 CT    Begin Toxlclty Evaluation Program
            003 CT    Proposed Toxic Reduction Treat Mod.
            013 99    Submit Proposed Toxic Reduction Evaluation
            019 99    Completion ot Toxic Reduction Evaluation
            021 99    Toxic* Reduction Evaluation Plan
            022 99    Toxlca Reduction Evaluation
            101 08    1 st Bloassay Result
                    WET PARAMETER CODES
               Rve digits, first one always a "T
               Second digit reflects analytical end point /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
                           Static  24 hour ACUTE
                       M -  Static  Renewal 48 hour ACUTE
                       N -  Static  Renewal 96 hour ACUTE
                       0 =  Static  Renewal   • lay  CHRONIC
                       P =  Static  Renewal   '. day  CHRONIC

                       W -  Flow-thru  48  hou: ACUTE
                       X -  Flow-thru  96  hou: ACUTE
                       Y -  Flow-thru   4  day CHRONIC
                       Z -  Flow-thru   7  day CHRONIC
 Test  Species  (circle  appropriate):
                        1A "  Selenastrum  capricornuturo
                        IB -  L minor
                        1C »  Champia

                        3A -  Arbacia
                        3B -  Ceriodaphnia
                        3C ™  Daohnia  maann
                        3D -  Daohnia  pulex
                        3E -  Mvsidopsia bahia
                        3F "  Oyster embryo
                        3G »  Daphia species

                        6A =  Cvprinodon varieaa
                        6B -  Menidia
                        6C •  Pimephales promelas
                        6D »  Salmo pair
                        6E "»  Lepomia  macrochirus

                                   -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!
                              PCS coordinators
      Region I

           veronica Harrington

           Ed Kim
      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
       TN   Donald Ey

       Region V

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

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

 203/566-2719
 207/289-7196
                               FTS/264-4707
                              (212/264-4707)

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

                               609/633-1199
                               609/984-4428
 FTS/597-0441
(215/597- 1441)

 717/787-U84
 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-
                               317/232
                               317/232
                               517/373
                               612/296
                               614/644
                               608/266
         •9720
         •3591
         •8694
         •4624
         -8709
         -2837
         -7775
                           -86-

-------
Region VI

     Ruth Gibson

AR   Joslyn Burleson

Region VII

     Maryano Tremaine


IA   Charles Furrey
KS   Mike Tate
HO   Dann East
HE   Dennis Burling

Region VIII

     Bill Murray

NEIC Regina King
KT   Mike Pasichnyk
SO   Dennis Rounds
UT   Fred Pehrson
UT   Bob Shipman

Region  IX

     Carey Houk

HI   Charles Oumi
NV   Joe Livak

Region  z

     Nancy Brown Brincefield

PCS Hotline


     Sheila  Frace
 FTS/255-6450
(214/655-6450)

 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-^271
 (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)

• Effluent limitations—with potential to impact water quality
• Compliance schedule milestones—90 days late
• Reports—30 days late or incomplete
   SIGNIFICANT NONCOMPLIANCE
 • Effluent violations—with potential to impact water quality
 • Compliance schedule milestones—90 days late*
    o Submit TRE plan/schedule
    <- Initiate TRE
    •» Submit final TRE test results/Implementation plan
    •» Start construction
    ^ End construction
    4- Attain final compliance
 • Reports—30 days late*
    «• DMR
    4- 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

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

                        -88-

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

     CONSERVATIVELY!


      Remember 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 clause: the period of
     noncompliance, including exact dates and limes, and if u*e noncompliance has not
     been corrected, the anticipated time it is expected to continue: and steps taken or
     planned to reduce, 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
Toxlclty Identification
Evaluation


Toxlclty Treatabillty Evaluation | | Source Invattlgatlon |

Control Method Selection
and Implementation
Follow-Up and Confirmation


                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 ID 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
     (toxlclty source and treatabillty 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 date 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 lathe 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, BUI Peltiers, Corney Webbers, etc.,
 etc.)
 HELP!
                        MODEL LITIGATION

                              GUIDANCE


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

-------
                        ENFORCEMENT CASES
NRDC v. EEA., 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. Costle. 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 :.„ 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-

-------
             UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
 	 !                     WASHINGTON. D.C. 20460
 ^~^/                       January 25, 1989
                                                           OFFICE OF
                                                            WATER
MEMORANDUM

SUBJECT : Jfhole Effluent Toxicity Basic Permitting Principles and
        f  oiforceraent 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
  ter Quality-based Toxics Control (September, 1965) and the
, 
-------
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-

-------
   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-

-------
                                                     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 NPDES 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 the Compliance Monitoring and Enforcement
Strategy for Toxics Control

     The Compliance Monitoring and Enforcement Strategy for
Toxics Control sets forth the Agency's strategy for tracking
compllance with and enforcing whole-effluent toxicity monitoring
requirements, limitations, schedules and reporting requirements.

     The Strategy delineates the respective responsibilities of
permittees 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 Headquarters 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 many permittees
share as they face the prospect of new 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 Hater 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 emphasizes 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,
4arch 9, 1984.  The Technical Support Document for Water Quality-
 rased Toxics Control, EPA 1440/44-85032, September, 1985 and the
P«
Pollutants, Office of Water, May, 1987, provide guidance for inter-
*crmit  Writer's  Guide  to  Water  Quality-based  Permitting  for  Toxic
£
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'a
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
 rograms, May, 1987; Guidance for Preparation of Quarterly and
 ami-Annual Noncompliance Reports, March, 1986) has dealt with
                                -99-

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

 II.  Strategy Principles

      This strategy is based on four principles!

        1)  Permittees are responsible for attaining, monitoring,
            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 been developed
                (Attached) to review the quality of  toxicity test
                results submitted by permittees.
                                -100-

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           5.   The Enforcenent  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
               examinedi  (1)  whole-effluent tozicity  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 tozicity 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
           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
      •hould undergo an appropriate quality review.  (See
      attached checklist for suggested toxieity review
      factors.)  All violations of permit limits for
      toxics control should be reviewed by a professional
      qualified to assess the noncompliance.  Regions and
      States should designate appropriate staff.

      2.  Compliance Review

           Any violation of a whole effluent toxieity
      limit is 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 may be to
      require additional monitoring and then rapidly
      escalate the response to formal enforcement if the
      noncompliance persists.  Where whole effluent
      toxieity 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 toxieity testing.

           Monitoring data which is submitted to fulfill
      a toxieity monitoring requirement in permits that do
      not contain an independently enforceable whole-effluent
      toxieity limitation should alao 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 all facilities
with water quality-based toxic limits, such inspections should
include an appropriate toxic component (numerical and/or
whole effluent review).  Overall the NPDES inspection and
data quality activities for toxics control should receive
greater emphasis than in the present inspection strategy.
                            -102-

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         1.   Regional/State  Capability

              The EPA'*  'Policy  for  the  Developnent of Water
         Quality-baaed Permit  Limits  for Toxic  Pollutants"
         (March 9,  1984  Federal  Register)  states  that EPA
         Regional Administrators  will assure  that each
         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

              Nonaampling inspections as either compliance
         evaluations (CEIs)  or performance audits (PAIs) can
         be used to assess permittee self-monitoring 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 should also have available quality control
      charts, calibration records, raw test data,  and
      culture records.

           In conjunction with the QA plans, EPA will
      evaluate permittee laboratory performance on EPA
      and/or State approved methods.  This evaluation is
      an essential part of the laboratory audit process.
      EPA will rely on inspections and other quality
      assurance measures to maintain data quality.  However,
      States may prefer to implement a laboratory certifi-
      cation program consistent with their regulatory
      authorities.  Predetermined limits of data accepta-
      bility will need to be established for each test
      condition (acute/chronic), species-by-species.

C.  Toxicity Reduction Evaluations (TREs)

     TREs are systematic investigations required of permittees
which combine whole effluent and/or chemical specific testing
for tozicity identification and characterization in a planned
sequence to expeditiously locate the source(s) 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 is 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 should be incorporated into the permit, an
      administrative order, or judicial order and compliance
      with the schedule should be tracked through PCS.

      2.  Compliance Determination Pollowup

           Compliance status must be assessed following the
      accomplishment of a TRE plan using the most effi-
      cient and effective methods available.  These 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 method  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 milestones are considered SNC when
      90 days or more overdue:  submit plan/schedule
      to conduct TRE, initiate TRE, submit test results,
      submit implementation plan/schedule (if appro-
      priate), start construction, end construction,
      and attain compliance with permit.

      c.  Reporting/Other Violations

      Violation of other toxic control requirements
      (including reports) will be reported using
      criteria that are applied to comparable NPDES
      permit conditions.  For example, failure to
      submit a report within 30 days after the due
      date or submittal of an inaccurate or inadequate
      report will be reportable noncompliance (on
      the QNCR).

      Only failure to submit toxicity limit self-
      monitoring reports or final TRE progress reports
      indicating compliance will be SNC when 30 days
      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 consistent 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 some instances, a Toxicity
Reduction Evaluation (TRE) may be appropriate.  However,
where directly enforceable toxicity-based limits are
used, the TRE it 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,
such actions should require compliance by a 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  plan2, applied
            appropriate influent and effluent  controls3, 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.

^See Methods for Aquatic Toxicity Identification Evaluations,
Phase I, Toxicity Characterization 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).

3For industrial permittees, the facility must be well-operated
to achieve all water quality-based, chemical specific, or BAT
limits,  exhibit proper 0 fc 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-
nent program, develop local limits to control toxicity, and
implement additional treatment.


                                   -107-

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sustained conpliance (6 months 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 instances, the primary
requirements in the permits to address toxicity
will be schedules for adoption and implementation
of biomonitoring plans, or submission of reports
verifying TREs or other similar reporting require-
ments.  Regions and States should consider any
failure (1) to conduct self-monitoring according
to EPA and State requirements, (2) to meet TRE
schedules within 90 days, or  (3) to submit reports
within 30 days of the specified deadline as SHC.
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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V.  Summary of Principal Activities and Product!

    A.  Compliance Tracking and Review guidance

          1.  PCS Coding Guidance - May, 1987; revision
              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
          1.  Generalited Methology  for Conducting  Industrial
              Toxicity Reduction Evaluations  -  2na  Quarter
              FY 1989
          2.  Toxicity Reduction Evaluation  Protocol  for
              Municipal Wastewater Treatment  Plants - 2nd  Quarter
              FY 1989
                                  -109-

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Methods for Aquatic Toxicity Indentification
Evaluation*
    Phase I.
b.  Phase II
Toxicity Character!tation
Procedures, EPA-600/3-88/034-
September 1988

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

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                                                        Attachment
            QUALITY CONTROL FACT SHEET FOR SELF-BIOMONITORING
                     ACUTE/CHRONIC TOXICITY TEST DATA
Pernit No.
Facility Name
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 Sample:  	  Dates of Test:  	
  Control Mortality:	%      Control Mean Dry Weight
  Temperature maintained within +2-C of test temperature?  Yes	 No_

  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
                                  -111-

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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
         FOR TREs
BASIC PERMITTING PRINCIPLES
           AND


 EXAMPLE PERMIT LANGUAGE

           FOR

      WET and TREs
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 LOOTS
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
       I
  PERMIT CONDITION NUMBER
              ONE
     PERMIT LIMITS IN PART ONE
  OF PERMIT EFFECTIVE IMMEDIATELY
     OR AT A SPECIFIED DELAYED
             DATE
              -116-

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      EXAMPLE PERMIT LANGUAGE
     FOR EFFLUENT TOXICITY LIMITS
Pan 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
"arameter
Discharge Limitation
Daily
Maximunr
Monthly
Average
MonitOhng Frequency
Measurement
Frequency
Sample
Type
61426/TUc   Toioty    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 16. Reporting Requirements
1. Toxicity Limitations

Where any one monitoring event shows a violation of the limits
in Part 1A ol this permit, the permittee shall be considered in
violation ol 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 Parti A.

The permittee shall use the testing and data assessment procedure
described in Part 1MB of this permit.
    PERMIT CONDITION NUMBER
                    THREE
    TOXICnT TESTDVG 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
  TRE PRELIMINARY SCHEDULE
   SET IN PERMIT WHERE TOX7CJTY IS
   KNOWN, OR BY RE-OPENING THE
   PERMIT OR ISSUING AND ENFORCEMENT
   ORDER (SECTION 308 OR 309J WHERE
   TOXICJTY IS FOUND SUBSEQUENT
   TO PERMIT ISSUANCE
               -119-

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          EXAMPLE PERMIT LANGUAGE

                 FOR TRE SCHEDULES

Part  IMA.  Special  Conditions: Toxicity Reduction  Evaluation

The Discharger shall demonstrate that effluent toxicity-based permit
limits described in Pan 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:
Task                                                   Deadline
1. Take all reasonable measures necessary
to Immediately reduce  toxicify, where
source is known                                          Within 24 hours
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
  Within 30 days
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 45 days

  Within 45 days

  Immediately upon
    approval

 Per approved schedule

On  due date of final report
 per approved schedule
 Per approved schedule,
 but In no case later than
 later than x months from
 initial nonoompliance
                                -120-

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

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   WHAT PROMPTS A
 TOXICITY REDUCTION



     EVALUATION?
  :
        TRE
    SCENARIOS
    SCENARIO #1
TOXICITY FOUND PRIOR



TO PERMIT ISSUANCE
        -122-

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      SCENARIO  #1
     • TRE REQUIREMENT IN PERMIT
     • SOME DATA. SO SPECIFIC SCHEDULE
     • LIMIT IN PERMIT PRIOR TO REQUIRING
       CONSTRUCTION OR SOURCE CONTROL
          EHRMPLE PERMIT LRN6URGE
          FOR TRE SCHEDULES


Part MIR. Special Conditions: Toxlcity Reduction Eueluetlon

 The Discharger shall Initiate a TRE according to the following schedule
  Task
  1. Submit TRE study plan
  detailing the toMciry reduction
  evaluation procedures to be
  employed. EPA s Toxiclty Reduction
  Evaluation Procedures: Phases 1. 2
  and 3 (EPA 600/3-86-034.035 and
  0361 and TRE Protocol for Municipal
  Wastewater Treatment Plants (EPA
  600/8-88-621 shall be the basis for
  this plan.
  2. Inmate TRE


  3. Submit TRE progress reports


  4. Submit results of TRE
  5. Implement TRE controls as
  described in final report
  6. Complete toxaciry control
  implementation and meet
  permit limits and conditions
Deadline


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

TRE TRIGGER
SCENARIO #2A


 • TRE TRIGGER IN PERMIT
   NO SPECIFIC DATA. SO GENERAL TRE
   SCHEDULE
 • 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  MIA. Special  Conditions Toncity  Reduction Evaluation

The Discharger thill demonstrate inn effluent toiidty-based permit
Bmitl described in Part IA ol this permit trt being attained and
maintained through tht applcation ol all reasonable treatment and/or
source control measures.  Upon identifying noncomphanca with tnose
limm  following in* oondltioni ol Pan 1C), tht Discharger shall initiate
a TRE according to the tallowing schedule:
t . Take all reasonable measures necessary
to immediately reduce loudly. wheie
source is (mown                                    Within 24 hours

2. Where source ol toilbty Is known, submit
e plan and schedule to attained continued
compliance wtm eniuent Miicity-based permit
bmhations m Pan IA. N Immediate compliance
It not attained                                     Wrmm 30 days

3. Where source ol loieily Is unknown and
toiicity cannot be Immediately controlled
through operational change t, submit a TRE
study plan detailing the toiidty reduction
procedures to be employed  EPA t Toioty
Reduction Evaluation Procedures:  Pnases 1.2 and
3 (EPA •00/3-M-034.035 and 036) and TRE
Protocol tor POTWs (EPA800/8-88-OOI
thai be tte basis tor (hit plan.                          Within 45 days

4. initiate TRE plan                                 Wrtfin 4$ days

S. Comply wflh approved TRE schedule                    Immediately upon
                                                approval
6. Submit results Ol TRE: include  a summary ol
findings, corrective actions required, and data generated     Per approved schedule

7.  implement TRE control! as  described in  final repon   On due date ol  (mat repor
                                              per approved schedule
 I. Complete TRE implementation ID meet                  Per approved schedule.
 permit KmHs and conditions                           but in no case later than
                                              •Her than i month* from
                                              Initial nonoompiianc*
             SCENARIO   #2B

     TOXICITY  TESTING WITH

             NO  TRE  TRIGGER
                           OR

      PERMITTING   AUTHORITY

              FINDS   TOXICITY
                            -125-

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 SCENARIO  #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
 • 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 THE
  SCHEDULE

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

 • DO NOT NEED TO REOPEN PERMIT TO
  SET LOOT/REQUIRE CONSTRUCTION,
  SOURCE CONTROL, OR OTHER
  TOXIC1TY CONTROL OPTIONS

 • MAT WANT TO REOPEN PERMIT TO
  MODIFY SCHEDULE
      SCENARIO  #3B


WHOLE EFFLUENT TOXICITY

LIMIT WITH NO THE TRIGGER
SCENARIO  #3B

• ISSUE SECTION 308 LETTER REQUIRING
  ACCELERATED MONITORING

              OR

• ISSUE SECTION 300 ORDER REQUIRING
  ADDITIONAL MONITORING AND/OR TRE

• SOME DATA. SO SPECIFIC TRE SCHEDULE
  DO JVOT NEED TO REOPEN PERMIT TO
  SET LIMIT/REQUIRE CONSTRUCTION.
  SOURCE CONTROL.  OR OTHER
  TOXTCJTY CONTROL OPTIONS
             -127-

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  OTHER  CONSIDERATIONS

 A SUCCESSFUL TRE SHOULD RESULT IN
 COMPLIANCE WITH THE PERMIT
 TOXICITY MAY BE ELIMINATED THROUGH
 SIMPLE OfltM OR HOUSEKEEPING
 IMPROVEMENTS
 TOXICITY MAT MYSTERIOUSLY DISAPPEAR
 BUT THE TRE IS NOT OVER YET

       •EXISTING DATA EVALUATION
       -CONTINUED FOLLOW-UP
           MONITORING
    IN SUMMARY . . .
TREs

 ARE TRIGGERED BT "UNACCEPTABLE
 TOXICITT"

 CAN BE REQUIRED BY

      PERMIT

      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
                                             •   Cot li
                                             •   Triggers
                 Effluent and Influent
                    Monitoring Data
                                Information tnd
                               Plant and
                           Proccu Description
                                Data Acquisition
                                         Evaluation of Chemical Us*
                   Evaluation of
               Facility Housekeeping
                                                            Evaluation of
                                                          Treatment System
                                                                                  Did
                                                                           Treatment System
                                                                           Corrections Reduce
                                                                               Toxicity ?
        Did
   Housekeeping
Improvements Reduce
     Toxicilv
    Did Chemical
Replacemenu Reduce
     Toiicity ?
                                  Toncitv Identification Evaluation (TIE)
                                                                                                         Tier I
Tier II
          TCIICI'.* Tre«ubilil> Approacn
                                                       Causative Agent Approach
                                                                               Source
                                                                       Identification Evaluation
                    Evaluation of
               Treating Final Effluent
                              Toiicity Reduction
                              Method Evaluation
                         Evaluation of Source Control/
                           Treating Process Streams
                                   Selection and Method Implementation
                                        Follow-up and Confirmation
                                                                                                         Tier III
                                                                                                         Tier IV
                                                                                                         Tier V
                                                                                                         Tier VI
Figure 1 ?    Toncrry R*duClion Eviulsnon (TRE) flow Chan.
                                                            -130-

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                                           NPDES TM Parmrt Condition*
                                         Aaquiramanta/Nacornmandationi
                                           Information and Data Aoquurton
                                     PrvtrMtmcnt Program Rev«w, POTW
                POTW Partormanca
                Evaluation (Figura 3-'
                    Tencitv Identification
                Evaluation
                                    4-1)
                                Ya«
                 ToiiCily Sourct Eviluaiion-
                      Ti«r I  (F^jure 5-1)
                                Yt*
     Sourca Evaluation—Tiar II:
Sourca Rankmg/Pratraatmani
    Evaluation (Fqum 6-1)
                                                 Y»t
                                                        Vlt
                                                          No
                                                          No
                                        POTWIn-Plam
                                      Control Evaluation
                                                7-1)
                      Tomieity Control
                         Saiacnon
                                                                             Initial Phata i
                                                                        Toiiciry Charaeiantanon
                                                                     Conventional Pollutant
                                                                       Traatabiiitv Tasti
   Toiicity
Pau-Through
Or Traatmant
  Inhibition
                                                                                     No
                       Toneity Control
                     Implamantation and
                    Follow-up Monitoring
FIgur* 1-1.  TM flow diagram for munklpal waitawatar traatmant plant.
                                                          -131-

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                SECTION 7
TRE INDUSTRIAL AND MUNICIPAL PROTOCOLS
                  -133-

-------
      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
•  Development and review of a TRE plan

•  Selection of appropriate steps in a TRE

•  Evaluation and interpretation of  the data

•  Selection and implementation of control
   options
      LIMITATIONS OF THE PROTOCOL

•  Addresses Methods for Reduction  in Whole
   Effluent Toxicity

•  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 Imolementation

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

-------
       PRETREATMENT PROGRAM INFORMATION

  POTW Effluent and Influent Toxlclty/Toxlcs Data

  POTW Sludge Toxics Data

  Industrial Waste Survey Information

  Annual  Pretreatment Program Reports

  Local Limits  Compliance Reports



        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

 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

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


  •  Specific toxicants are  identified

  •  One fraction is consistently toxic

  •  Variable fraction toxicity


 PURPOSE OF TOXICITY SOURCE  EVALUATION (TSE)

Determine Sources of Effluent  Toxicants/Toxicity

Determine Feasibility of Pretreatment Control
     TIER I  TSE - SAMPLING DECISIONS

   Sewer Line Sampling:
      • TIE and pretreatment program data
        are limited

      • POTW has a large number of (Us
   Point Discharge Sampling:
      • TIE and pretreatment program data
        attribute toxicants to (Us

      • Number of (Us is  manageable

                 -138-

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       TSE TIER I APPROACHES
   Chemical-Specific Tracking

   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 Fiow 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
Source
A
B
C
TIER

Sample/
Synthetic
Wastewater
35
22
21
LC50(%
Sample/
Primary
Effluent
38
77
12
Effluent)
Primary
Effluent
70
72
85

Potential
Toxicity
Source
YES
NO
YES
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:

    • PPE
    • TIE
    • TSE Tier  I - Chemical Specific Testing
    • 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
   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
                                             1
                                   Identification of the Source(s)
                                     of Final Effluent Toxlclly
          Evaluation of Treating
              Final Effluent
              Evaluation of Treating
                Process Systems
                                             J
                        Selection and Method
                          Implementation
                               _L
                      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 wastewater 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

     Causative Toxicant Characterization Tests
                       I
-  Variability Associated With Causative Toxicant(s)
-  Physical/Chemical Nature of Causative Toxicant(s)
                       I	
          I
      Option 1
   Bench Scale and
      Pilot  Plan;
   Effluent Toxicity
   Treatability Study
    Implementation
     of Treatment
        Option 2

            I
 Chemical Analysis Methoc
            I
   Toxicant  Identification
            I
   Source Investigation
            I
 Source Control
   - Spill Control
   - Process Modification
   - Substitution of
     Raw Materials
   - Pretreatment
	I
              Post-Control Monitoring
                   - Chemical
                   - Bioiogicai
                -148-

-------
 Specific Toxicant Identification

   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
    Perform FrsctiQnflion
      If vtral Ticnf|
   No
                                  NO



Pff'O'm So»('li<
Chffnic*) Anilym
                -149-

-------
100
                 Effluent Variability

                   •  Volume
                   •  Constituents
              Effluent Variability
  0  70  40  6U  80 100  <70  140  180  180 700  220  240 7*0  780  300
                      Test Dale. Days
                   -150-

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                 Effluent Variability
   100
                  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
                   Chelalion
                     Test
               Air Stripping
                  Test
Filtration
 Test
C18 Solid Phase
Extraction Test
            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

• Modify or add to present system

• 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
              -ISA-

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        Species Sensitivity

    Temporal variability

    Very  important in establishing and
    attaining the goals of the TI/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 TI/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
 • ft 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 THE 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 THE

     • Confirmation of causes of toxlclty
       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-

-------
          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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                                                  8
THREE MAJOR PARTS OF THE TIE
             Characterization

             Identification

             Confirmation

Identify General Nature of Toxicant(s)

           --  Solubility

           -  Volatility

           ••  Decomposabllity

           -  Complexability

           ••  Filterabillty

           ••  Sorbability
              -162-

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  »TOXICITY CHARACTERIZATION

MANIPULATION    TYPE CHARACTERIZATION

pH adjustment        Toxic form altered

Filtration and pH       Suspended solids
   adjustment       Solubility changes

Purging and pH       Volatiles
   adjustment

C-18 SPE and pH      Non-polar compounds
   adjustment

Thiosulfate and       Oxidants and metals
   EDTA
    Following Characterization,


           the choice of


    Treatability or Identification


           is best made.


  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.   Misc.
        pH
        Hardness
        Tissue Uptake
  -164-

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    Ill
    UJ

    ui

    O
    u.
    O
    to


    1  1
    O
    X
    O
r2»0.73	

SLOPE-O.B2*0.14

Y-INTERCEPT-0.4etQ.22
            TOXIC UNITS OF SUSPECT TOXICANTS
    Toxic Components of a  POTW Effluent
M
t 3
Z
                                Whota EffliMnt
                                WE
                                Total
                   EFFLUENT SAMPLE
        Presence of toxic concentrations
                 does not prove


              the cause of toxiclty.

                    -165-

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

   • Use of broad "Characterization" steps.
   • Effluent variability considered
   • Toxicity tracked with analyses.
   • Analytical capability Is broad.
   • Reliance on the QC/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-

-------
    CHOOSING






       A






 CONTRACT FIRM
TOXICANT PATTERNS
       ARE
    EMERGING
   -168-

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LEGEND
D « 1.0UQ/I
D 0.10-0.25
• >0 25
~ Not (tetenrihsd
  Figure 2.  Frequency of dazinon occurrence in POTW
  effluents from around the United States.

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       64 Sites Evaluated


       6 Lacked Acute Toxicity

       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

      Oxldants             9

      Non-polars             25
      Volatlles               1
               -170-

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         Some Toxicants Identified
             thru February 1989
Discharge Type
   Industrial
Compoundfsl

• zinc, non-polar organics
 salinity (IDS)
• ammonia
• nickel
   Municipal
 zinc, non-polar organics
 ammonia, diazinon, malathion
 nickel
 diazinon, chlorfenvlnphos
 diazinon, dichlorovos
 ammonia, non-polar organics
 diazinon, non-polar organics
 diazinon
 detergents
   Other:
       Ambient
       Ambient

       Elutriates
       Elutriates
 carbofuran, methyl parathion
 diazinon

 ammonia
 manganese
        One to three toxicants
          have usually been

         most of the problem.
                    -171-

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      Toxlcity 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(Continued)

     • PERFLOUROCARBON TUBING
     • RING STANDS
     • CLAMPS
     • PARAFILM
     • WIRE MESH TEST CHAMBERS
     • GLASS-FIBER FILTERS (1.0/Jm)
     • IN-LINE FILTER HOUSING
     • STAINLESS STEEL TWEEZERS
     • GLASS WOOL
     • NITROGEN
                       -173-

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COMMON LABORATORY EQUIPMENT REQUIREMENTS FOR
                     TIEs(Continued)

     • GLASSWARE
          • 10ml AUTOMATIC PIPETTES
          • 1 ml GLASS PIPETTES
          • DISPOSABLE PIPETTES TIPS
          • EYE DROPPER OR WIDE BORE PIPETTE
          • BEAKERS-30, 50, 250, 500, ft 600 ml
          • TITRATIONBURRETTES
          • GLASS STIRRING RODS
          • GRADUATED CYLINDERS-25 & 50 ml WIDE MOUTH, AND 250 ft 500
            ml
          • ERLENMEYER FLASKS--20.40. & 80 ml
          • 100 ml VOLUMETRIC FLASKS
   COMMON LABORATORY EQUIPMENT REQUIREMENTS FOR
                        TIEs(Continued)
        • SOLUTIONS,CHEMICALS
         • DILUTION/CONTROL WATER        • CaC03 ft MgC03
         • HCL                         • CLEANING SOLVENTS
         • NaOH SOLUTIONS               • Na2S2O3 SOLUTIONS
         • pH BUFFERS                   • EDTA SOLUTIONS
         • HPLC GRADE METHANOL          • ACS GRADE NH4CI
         • HIGH PURITY WATER             • HEXANE
                            • ZEOLITE
                            -174-

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COMPLEX LABORATORY EQUIPMENT
      REQUIREMENTS FOR TIEs

> HIGH PRESSURE LIQUID CHROMATOGRAPH (HPLC)

i 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 roust 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 TRI the facility  and equipment  needs will be site-specific
and will depend both  on the physical/chemical characteristics cf
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, C1BSPE  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:  l)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 HPLC which is
commercially available but not typically used in water pollution
monitoring.  Other nontypical equipment (eg. zeolite,
chromatography columns, etc.) can be easily obtained and is not a
major investment.  Some costs of sophisticated equipment are
GC/MS, S60-300K; AA, $35-85K  (w/autosampler); and HPLC, $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 cher.ical analysis  (for Phase II toxicant identification
option) and/or treatability equipment  (for Phase II  toxicity
treatability option) in the sane location.  Shipping sanples
between two different  labs is not  recorr.nended.  This is  due to:
sar.ple toxicity degradation;  the lack  of communication between
chenists, biologists,  engineers and others  involved; and  the  most
crucial requirement of a TRE  may be the comr.unication  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 C1B solid phase
          extraction columns; fractionation capabilities  to
          perform characterization tests  (3) (see  Phase  I
          Laboratory Equipment Needs).
                                    -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, UY detectors, ator.ic absorption (AA)
     spectrophotoneter, coupled plasma atonic emission (1C?)
     spectrometers, and ion chromatograph.

5.    Sampling Equipment - Laboratories need to be equipped
     with all the standard sar.pling equipment including
     timed and sequential composite samplers, and flow
     proportional cor.posite 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 THE.
                              -178-

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                      LAB EQUIPMENT NEEDS
                              FOR

                            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 or,
  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 nicroscope (optional depending on test
species used).

Reagents:

     1.0,  0.1 and 0.01 N NaOH,  1.2, 0.12 and 0.012 N HC1 (ACS
grade in high purity water),  buffers for pH meter, 40 test
organises of the sane 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  (1C
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 HC1 (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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                           C,8 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, perfluorocarbon 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 }.'
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:

      Two  Na2S^03  (nolarity  depending on  total residual chlorine
 concentration  as measured  by the  iodometric method and  the
 species  used  as  test organise),  40  test organisms of the  sane 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) .

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 sar.e 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.

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 Test
Apparatus:

     Six-250 ml graduated cylinders, 6-250 ml beakers, fluid
metering pump  (stainless steel piston with carbon cylinder) with
sample reservoir, teflon tubing, in-line filter housing, ring
stands, clamps,  [alternatively; vacuum flask (500 ml capacity),
filter stand,  clamp, vacuum tubing, water aspirator or vacuum
pun-.p], 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
vide bore pipette, light box and/or r.icroscope  (optional
 spending on test species used).

Reagents:

     Solvents  and high purity water for cleaning pump reservoir
and filter, 0.1 N and 0.01 N NaOH, 0.12 N and 0.012 N HC1  (ACS
grade  in high  purity water),  buffers for pH meter calibration, 75
test organises 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 C,8 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 vial
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 syster,
with mass spectral library, HPLC equipped with solvent delivery
system (capable of producing a solvent gradient), C18 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  (Equitoxic  Soln  Test)
 Apparatus:

      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
 amnonia analysis (see  above reference) ACS grade  NHfcCi , dilution
 water, test organisms  of  the appropriate age and  species.
                     Ammonia  (Zeolite Test)
Apparatus:

     Chromatographic column with reservoir (approximately 19 mn
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 (10 ml), 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 of  the appropriate age  and
species, ACS grade NH^Cl (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 netal 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:
• A DESCRIPTION OF THE STUDY PLAN
• A SCHEDULE FOR CONDUCTING SPECIFIC TASKS
  AND REPORTING THE RESULTS
• RELEVANT BACKGROUND INFORMATION ON THE
  FACILITY
• WHO WILL BE CONDUCTING THE EVALUATION
   THE TRE PLAN SHOULD CLEARLY ESTABLISH: |
• SPECIFIC OBJECTIVES (TARGET) OF THE STUDY
• MONITORING TEST CONFIRMATION OF REDUCTION
• THE SCHEDULED COMPLETION DATE AND MILESTONES
            -189-

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 DEVELOPMENT OF THE TRE PLAN IS SOLELY THE
    RESPONSIBILITY OF THE DISCHARGER
• 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 FArTH 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
            WILL BE NECESSARY
 • SOME DECISIONS ON THE MOST APPROPRIATE
   APPROACH MUST BE BASED ON THE RESULTS
   OF THE INITIAL STEPS OR TIERS OF THE TRE

 • BE WARY OF TRES THAT MAY BECOME RESEARCH
  PROJECTS INVESTIGATING NEW AND UNPROVEN
  METHODS AND PROCEDURES

 • USE THE EPA GUIDANCE AS BASIS FOR REVIEW

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

 • RESEARCH ON SURROGATE PARAMETERS TO
  CORRELATE WTTH AQUATIC ORGANISM TOXICFTY
  TESTS

 • LACK OF PERIODIC PROGRESS REPORTS

• 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

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

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          THINGS TO ENCOURAGED
• 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 OA/OC 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?

 • ARE THE FINAL REPORT, PROGRESS REPORTS AND
  MEETINGS WTTH THE REGULATORY AUTHORFTY
  INCLUDED AS PART OF THE SCHEDULE?

 • 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?

• HAS THE AVAILABLE GUIDANCE BEEN UTIUZED 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 VISfTS TO THE FACILITY OR
  LABORATORY WHICH ARE DETERMINED BY THE
  REGULATORY AUTHORITY TO BE NEEDED?

• ARE THE TOXICFTY TEST METHODS AND ENDPOINTS TO
  BE UTUZED SPECIFIED OR REFERENCED?
                -191-

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• ARE OPTIMIZATION OF EXISTING PLANTfTREATMENT
  OPERATIONS AND SPILL CONTROL PROGRAMS PART
  OF THE INITIAL STEPS OF THE TRE?

• 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?

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

• ARE ALL TEST RESULTS ANALYZED AND USED TO
  FOCUS ON THE MOST EFFECTIVE APPROACH FOR
  SUBSEQUENT SOURCE INVESTIGATIONS, TREATABILTTY
  STUDIES, AND CONTROL METHOD EVALUATIONS?
           EVALUATION CRITERIA 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 Toxicmr 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 - BIOAVAILABIUTY
                -192-

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          SECTION 10
TRE ABSTRACTS AND CASE STUDIES
             -193-

-------
  TOXICITY REDUCTION
 EVALUATION ABSTRACTS
   AND CASE STUDIES
 TRE ABSTRACTS
       and
  CASE  STUDIES
TRE  CASE  STUDIES
         -195-

-------
 MARTINEZ MANUFACTURING COMPLEX
         SHELL OIL COMPANY

       MAKTIJVEZ,CALIFORNIA
    TOXrCJTY RESEARCH 1976-1985
REFINED PETROLEUM  PRODUCTION FACILITY

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


     •OIL/WATER SEPARATION

     • BIOLOGICAL OXIDATION

     • SECONDARY CLARIFICATION

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

-------
   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

            -NAPHTHCNIC ACIDS

        DIALLYLAMINE  PROCESSES

                  AMINf COMPOUNDS
        POLYETHYLENEIMINE

            •FLOCCULATING AGfNT
                 -197-

-------
     AMINES


     CAUSE OF TOXICITY?


          -CONVERTED  TO  AMMONIA  DURING
          HOTREATMENT?

          •PASS-THROUGH AT HIGH
          CONCENTRATIONS?

          •INHIBIT NITRIFICATION OF AMMONIA?


      CONTROL METHOD  (1976-9):


          -BYPASS WATER SCRUBBER:
          INCINERATE ETHYLENEDIAMINE
          DIRECTLY

          •INSTALL ION ELECTRODE MONITOR:
          MONITOR AMINC/AMMONIA
          CONCENTRATIONS.  AT HIGH
          CONCENTRATIONS.  RERUN
          TREATMENT
AMMONIA


     SUSTAIN NITRIFICATION



     BMPs

         •CONTROL OF SLUDGE AGE

         -CONTROL PH

         -AVOID  INHIBITORY ADDITIVES (SUCH AS PEI)

         •GREATER EMPHASIS ON SPILL CONTROL
                    -198-

-------
POLYETHYLEJVEIMIJVE
(PEI)

  CAUSE OF TOXICITY:
      •nee PCI roxic ro FISH

      •INHIBITS DEGRADATION OF
      OIL AND GREASE

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

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

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

-------
                               OLEff IUVEM
    GLEJV  RAVEN MILLS
    ALTAMAHAW, NORTH CAROLINA
     FEBRUARY 1985- MARCH 1986
      REQUIRED TO MEET 48 HOUR ACUTE
         STATIC LC50 OF >90% ON
           DAPHNIA PULtX
                          OLEW HAVEN
      PROCESS;
        DYES PANTYHOSE WITH ACID
        AND DISPERSE DYES
     CHEMICALS  17SED:
        DYESTUFFS
        SURFACTANTS
        CHELATING AGENTS
        FABRIC SOFTENERS
                                GLEN HAVZH
TREATMENT PROCESSES:

       EQUILIZATION
       ACTIVATED SLUDGE TREATMENT
       CLARIFICATION
       CHLORINATION
                 -200-

-------
                      OIXN KAVEJV

TIER 1: CHEMICAL

COMPOUND

OPTIMIZATION

 ELIMINATE/MINIMIZE CHEMICALS
 WITH  KNOWN TOXICITY AND
 MINIMAL BIODEGRADABILITY

   ALKYL PHENYL ETHOXYIATES (APE)

   BIOCIDES

   QUATERNARY AMMONIUM COMPOUNDS

   ORGANIC SOLVENTS
 ENHANCE ACCURACY OF
 COMPOUND MEASUREMENT/USE
                       
-------
                                   GLOI KAVCH
TIER 3: EFFLUENT

CHARACTERIZATION

TOXIC  CONCENTRATIONS FOUND:

       COPPER

       NICKEL

       ZINC

       NONBIODEGRADED NONIONIC
       SURFACTANTS
           LINEAR ALCOHOL ETHOXYLATES
                              OLEK JUVTW


    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
          60.7% TREATED


       METALS NOT LIKELY SOURCE OF
       TOXICITY

          HIGH CONCENTRATIONS PROBABLY
          CHELATED
                 -202-

-------
                              OLEN JMVTJV
EXTENDED BIOLOGICAL
TREATMENT  EXPERIMENT
   TREATMENT


        FULLY DEGRADE AND TREAT
        SURFACTANTS

        ACTIVATED SLUDGE RENEWAL
        (20V. EVERY FIVE DAYS)

        EXTENDED TREATMENT

   EFFLUENT LC50

        71.9% UNTREATED

        >90% TREATED
                              OJLEH juvriv
COJVCL17SIOJVS:
    EFFLUENT IS NONTOXIC IF ADEQUATE
    BIOLOGICAL TREATMENT IS RECEIVED

    ADDITIONAL BIOLOGICAL  TREATMENT:
       BIODEGRADfS SUfFACTANTS
       AND ORGANIC*

       BEDUCtS  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-

-------
TRE  SUMMARY
INFORMATION
  STBTIS WITH TRE PROGRAMS
         •R
  UIIERE TIEf IRiE 1EEN IONE
        -204-

-------
• THE STUDY LOOKED AT 34 TREs - ALL CONDUCTED PRIOR
  TO  PUBLICATION OF  EPA PROTOCOLS
   TYPES OF FACILITIES REPRESENTED:
             4 OIL REFINERIES
             A METAL INDUSTRIES
             4 TEXTILES FACILITIES
             8 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
 TOXICANT   IDENTIFICATION
• TOXICANTS WERE IDENTIFIED AT 23 FACILITIES (68%)

• 9 FACILITIES DID NOT ATTEMPT TO IDENTIFY
  TOXICANTS

         •7 CHARACTERIZED THE WASTfWATIR TO IDENTIFY
         SUSPECTS. THEN WENT TO TREATMENT

         •2 DID NOT CHARACTERIZE EFFLUENT
              •1 ELIMINATED OUTFALL
              •1 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-

-------
            TREATMENT

    13 FACILITIES HAVE SELECTED AND
    IMPLEMENTED TREATMENT

    6 FACILITIES HAVE SELECTED BUT NOT
    IMPLEMENTED TREATMENT

    13 FACILITIES HAVE NOT SELECTED TREATMENT

    2 FACILITIES HAVE CLOSED THE OUTFALL

         - I DIVERTED TO A POTW
         •1 STOPPED PROCESS CAUSING TOXICITY
TREATMENT  EFFECTIVENESS:

• Of THE  13 FACILITIES WHICH IMPLEMENTED
  TREATMENT:

     -B 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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