440/1-75/050
roup II
       Development Document for
Proposed Effluent Limitations Guidelines
and New Source Performance Standards
                 for the
       Paint Formulating and the
            Ink Formulating
         Point Source Categories
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
               FEBRUARY 1975

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            DEVELOPMENT DOCUMENT

                    for

 PROPOSED EFFLUENT LIMITATIONS GUIDELINES

                    and

     NEW SOURCE  PERFORMANCE STANDARDS

                  for the

PAINT FORMULATING and the INK FORMULATING
         POINT SOURCE CATEGORIES
             Russell  E.  Train
              Administrator

              James L.  Agee
       Assistant Administrator for
      Water and Hazardous Materials

        Thomas Gallagher, Director
   National Field  Investigations Center
             Denver,  Colorado
                 p ** \

                 W
                  '-«( PROlt0

          Allen Cywin,  Director
       Effluent Guidelines Division

      David Becker,  Project Officer
       Effluent Guidelines Division

     Arthur N. Masse,  Project Officer
   National Field Investigations Center
             Denver,  Colorado

              February, 1975

       Effluent Guidelines Division
 Office of Water and  Hazardous Materials
   U.S. Environmental  Protection Agency
         Washington,  D.C.   20460
  Enviix.:rr.cir';;.l Protection Agency
  r:-;:.;o. ': -  I 'l,r^ry
  2C-'j ;:-:--•-..,.  ;>:a\'bor-n Street

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                           ABSTRACT


 This  document  presents  the findings  of  a study of the  paint
 and ink formulation  industries  for the  purpose of developing
 effluent   limitations    guidelines.  Federal   standards  of
 performance, and  pretreatment standards for the industry  to
 implement   Sections   301,   304   and  306 of  the Federal Water
 Pollution  Control Act Amendments of  1972 (the  "Act") .

 Effluent limitations  guidelines  are  set forth  for the degree
 of  effluent reduction attainable through the application  of
 the   "Best   Practicable   Control   Technology   Currently
 Available, » and the  "Best  Available  Technology  Economically
 Achievable, «   which   must   be  achieved  by existing  point
 sources by  July 1, 1977, and  July  1,   1983,   respectively.
 The "Standards of  Performance for New Sources"  set forth the
 degree  of effluent reduction which is achievable 'through the
 application of   the  best  available   demonstrated  control
 technology,    processes,    operating    methods,    or    other
 alternatives.

 The  proposed  regulations  require that, for  both  the  paint
 and ink  formulation   industries,   no  discharge   of   process
 wastewater  pollutants  to  navigable   waters  be  achieved bv
 July 1,  1977.

 For the  paint  and  ink  formulation  industries,   the   1983
 requirements  and  new  source standards are the  same as  the
 1977 requirements.
Supportive  data  and  rationale  for  development  of   the
proposed  effluent  limitations  guidelines and standards of
performance are contained in this report.
       ENVIRONMENTAL PROTECTION AGENCY
                              11

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                     TABLE OF CONTENTS
SECTION

I.  CONCLUSIONS                                              1
         PAINT FORMULATING                                   1
         INK FORMULATING                                     2

II  RECOMMENDATIONS                                          3
         PAINT FORMULATING                                   3
         INK FORMULATING

III INTRODUCTION                                             5
         PURPOSE AND AUTHORITY                               5
              Legal Authority                                5
                   Existing Point Sources                    5
                   New Sources                               6
              Basis of Proposed Effluent Limitations         6
              Guidelines for Existing Sources  and
              Standards of Performance and  Pretreatment
                Standards for New Sources
                  General Methodology                        6
         GENERAL DESCRIPTION OF THE  INDUSTRY                 8
              Paint Formulating Industry                     8
              Ink Formulating Industry                      15
         DISCUSSION OF DOCUMENT                             16

IV  INDUSTRY CATEGORIZATION                                 17
         PAINT FORMULATING INDUSTRY                         17
         PROFILE OF PRODUCTION PROCESSES                    17
         CATEGORIZATION                                     22
              Raw Materials and Products                    23
              Production Methods                            23
              Size and Age of Production Facilities         23
              Wastewater Constituents and Treatability      23
                of Wastes
         CONCLUSIONS                                        24
         INK FORMULATING INDUSTRY                           25
         PROFILE OF PRODUCTION PROCESSES                    25
         CATEGORIZATION                                     25
              Raw Materials and Products                    25
              Production Methods                            26
              Size and Age of Production Facilities         26
              Wastewater Constituents and Treatability      26
                of Wastes
         CONCLUSIONS                                        26

V   WATER USES AND WASTE CHARACTERISTICS                    27
                               ill

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SECTION                                                            page

         PAINT FORMULATING  INDUSTRY                              27
         SPECIFIC WATER  USES                                      27
         WASTE CHARACTERISTICS                                    30
         INK FORMULATING                                         39

VI  SELECTION OF POLLUTANT  PARAMETERS                             43
         PAINT FORMULATING  INDUSTRY                              43
         INK FORMULATING INDUSTRY                                43
         RATIONALE  FOR SELECTION OF POLLUTANT PARAMETERS         43
              Biochemical Oxygen Demand (20°C,  BOD5)              43
              Chemical Oxygen Demand (COD)                        44
              pH                                                  45
              Total Suspended Solids (TSS)                        46
              Oil and Grease                                      47
              Metals                                              48
                    Mercury                                        48
                    Lead                                           48
                    Zinc                                           48

VII CONTROL AND TREATMENT TECHNOLOGY                             51
         PAINT FORMULATING  INDUSTRY                              51
         CONTROL AND TREATMENT  TECHNOLOGY                        55
         IDENTIFICATION  OF  WATER-POLLUTION RELATED               57
           MAINTENANCE AND  OPERATIONAL PROBLEMS
         INK FORMULATING INDUSTRY                                59
         CONTROL AND TREATMENT  TECHNOLOGY                        60

VIII COST, ENERGY,  AND OTHER NON-WATER QUALITY ASPECTS           63
         PAINT FORMULATING  INDUSTRY                              63
         OIL-BASE PAINT  PRODUCTION                               63
         WATER-BASE PAINT PRODUCTION                             64
              Best  Practicable  Control Technology                64
                Currently Available (BPCTCA)
              Small Plant                                        65
              Large Plant                                        65
              Best  Available Technology Economically             68
                Achievable  (BATEA)  and New Source
                Performance Standards  (NSPS)
              Non-Water  Quality Considerations                   68
         INK FORMULATING INDUSTRY                                71

IX  EFFLUENT REDUCTION ATTAINABLE THROUGH THE APPLICATION        75
    OF THE BEST PRACTICABLE CONTROL TECHNOLOGY CURRENTLY
    AVAILABLE
         INTRODUCTION                                             75
         EFFLUENT REDUCTION ATTAINABLE THROUGH APPLICATION       76
         OF THE BEST PRACTICABLE CONTROL TECHNOLOGY
         CURRENTLY  AVAILABLE
         PAINT FORMULATING  INDUSTRY                              76
         INK FORMULATING INDUSTRY                            .    76
                              IV

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SECTION

                Identification of the Best Practicable             76
                  Control Technology Currently Available
           PAINT FORMULATING INDUSTRY                              78
                Total Cost of Application                          78
                Size and Age of Equipment                          78
                Process Employed                                   78
                Engineering Aspects                                78
                Process Changes                                    78
                Non-Water Quality Environmental Impact             79
           INK FORMULATING INDUSTRY                                80
                Total Cost of Application                          80
                Size and Age of Equipment                          80
                Process Employed                                   80
                Engineering Aspects                                80
                Process Changes                                    80
                Non-Water Quality Environmental Impact             80

  X   EFFLUENT REDUCTION ATTAINABLE THROUGH THE APPLICATION        83
      OF THE BEST AVAILABLE TECHNOLOGY ECONOMICALLY
      ACHIEVABLE
           INTRODUCTION                                            83
                EFFLUENT REDUCTION ATTAINABLE THROUGH THE          84
                APPLICATION OF THE BEST AVAILABLE TECHNOLOGY
                ECONOMICALLY ACHIEVABLE
                     PAINT FORMULATING INDUSTRY                    84
                     INK FORMULATING INDUSTRY                      84

  XI  NEW SOURCE PERFORMANCE STANDARDS                             85
           INTRODUCTION                                            85
           EFFLUENT REDUCTION ATTAINABLE FOR NEW SOURCE            85
                PAINT FORMULATING INDUSTRY                         85
                INK FORMULATNG INDUSTRY                            86

  XII ACKNOWLEDGMENTS                                              87

  XIII REFERENCES                                                  89
           PAINT FORMULATING INDUSTRY                              89
           INK FORMULATING INDUSTRY                                91

  XIV GLOSSARY                                                     93
           Definitions                                             93
           Symbols                                                 95
                                  v

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                        LIST OF TABLES
 Table No.
                                                             Page
 III-l          INDUSTRIES IN PAINT AND INK FORMULATION        5
               AND PRINTING CATEGORY BY SIC NUMBER

 HI-2          DISTRIBUTION OF PAINT PLANTS BY SIZE           9

 IH-3          U.  S.  SHIPMENTS OF TRADE SALES PAINTS,        13
               VARNISHES, AND LACQUERS BY END USE 1971

 HI-4          U.  S.  SHIPMENTS OF INDUSTRIAL FINISHES        14
               BY  END USE 1971

 HI-5          PRINCIPAL RAW MATERIALS USED IN THE           15
               MANUFACTURE OF PAINTS, 1970


 IV-1           COMPOSITION OF COMMON WATER-BASE PAINTS       21

 V-l            DISPOSITION OF WASTEWATER IN PAINT PLANTS     28

 V-2            AVERAGE VOLUME OF CLEANUP WATER DISCHARGED    29
               FROM PLANTS OF VARIOUS SIZES

 V-3            MAJOR  CONTAMINANTS IN WASTEWATER DISCHARGE    30

 V-4            DAILY  RAW WASTE LOADING FROM PAINT PLANTS     31

 V-5            CONSTITUENTS OF PAINT MANUFACTURING PLANT     34
               (SIC 2851)  WASTES IN EAST BAY MUNICIPAL
               UTILITIES DISTRICT

 V-6            WASTEWATER CHARACTERISTICS OF A WATER-BASE    35
               PAINT  PLANT,  BERKELEY, CALIFORNIA

 V-7            AVERAGE POLLUTANT LOAD FROM LARGE LATEX PAINT 36
               PLANT  BASED ON 3-DAY COMPOSITION SAMPLING
               (OCTOBER 15-18,  1973)

 V-8            AVERAGE POLLUTANT LOAD FROM SMALL LATEX       37
               PAINT  PLANT WITH LOW WATER USE BASED ON
               3-DAY  SAMPLING PROGRAM (OCTOBER 15-18, 1973)

V-9            AVERAGE POLLUTANT LOAD FROM SMALL LATEX       38
               PAINT  PLANT BASED ON 3-DAY SAMPLING PROGRAM
               (OCTOBER 15-18,  1973)
                                VI

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Table No.                                                         Page

V-10          WASTE  CHARACTERIZATION FROM AN INK TUB            40
              WASHER THAT RECYCLES THE WASH WATER
               (OCTOBER  15-18,  1973)

V-ll          CONSTITUENTS OF  INK MANUFACTURING PLANT           41
               (SIC 2893)  WASTES IN EAST BAY MUNICIPAL
              UTILITIES DISTRICT

VII-1         TREATMENT TECHNOLOGY IDENTIFIED IN THE            52
              PAINT  FORMULATING INDUSTRY

VII-2         EXTENT OF CONTROL AND TREATMENT PRACTICED         53
              IN PAINT  PLANTS

VII-3         WASTEWATER TREATMENT METHODS EMPLOYED IN          56
              THE PAINT INDUSTRY

VII-4         TREATMENT TECHNOLOGY DETERMINED IN THE            61
              INK FORMULATING  INDUSTRY

VII1-1        WASTEWATER TREATMENT COSTS FOR A SMALL PAINT      67
              MANUFACTURING PLANT (1973 DOLLARS)

VIII-2        WASTEWATER TREATMENT COSTS FOR A LARGE PAINT      69
              MANUFACTURING PLANT (1973 DOLLARS)

VIII-3        WASTEWATER TREATMENT COSTS FOR A SMALL INK        72
              MANUFACTURING PLANT

VII1-4        WASTEWATER TREATMENT COSTS FOR A LARGE INK        73
              MANUFACTURING PLANT

XTV-1          METRIC UNITS CONVERSION TABLE                     96
                                Vll

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                       LIST OF FIGURES


Figure_Np.
    1          U.S.  SHIPMENTS OF PAINTS AND ALLIED            10
               PRODUCTS  BY STATE 1967

II I- 2          HISTORICAL AND PROJECTED GROWTH OF             11
               COATING PRODUCTS,  1955 to 1980

IV~1           FLOW  DIAGRAM OF MANUFACTURING PROCESS          18
               FOR OIL- BASE PAINTS

IV~2           FLOW  DIAGRAM OF MANUFACTURING PROCESS          20
               FOR WATER- BASE PAINTS

VIII-1         PAINT WASTEWATER TREATMENT COSTS FOR           66
               A RECYCLING TUB WASHER

VIII-2         INK WASTEWATER TREATMENT COSTS FOR             74
               A RECYCLING TUB WASHER
                               Vlll

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                         SECTION I

                        CONCLUSIONS

For  the  purposes  of  establishing   Effluent   Limitation
Guidelines and Standards of Performance for New Sources, the
"Paint and Ink Formulation Industry" point source categories
were  divided  into  two categories (paint and ink)  and four
subcategories.  The subcategories are:  (1)   Oil-Base  Paint
Manufacture;  (2)  Water-Base Paint Manufacture; (3)  Oil-Base
Ink Manufacture; and  (4) Water-Base  Ink  Manufacture.   The
Paint  and  Ink  Manufacturing  industries were found to use
similar raw materials and manufacturing processes  but  were
separated  principally  on  the  basis of the end use of the
product and on treatment  technology  employed.   The  major
conclusions in each of these categories are discussed in the
following paragraphs.

PAINT FORMULATING

The  major  conclusion  for  this industry was that the vast
majority of paint formulating plants discharge their process
wastewaters to municipal systems.  The initial survey turned
up seven manufacturers discharging  process  wastewaters  to
surface  streams.    A  more  recent check of the NPDS permit
files   shows   twenty-seven   company   locations    direct
discharging  wastewater  to  surface  streams.  There may be
several  other  plants  that  were  not  detected  but   the
magnitude  of  the  problem,  as  far as direct pollution of
surface streams is concerned, is essentially negligible.

Many of the paint manufacturing plants located on  municipal
sewer systems have elected to dispose of their process waste
by  shipping it to a landfill or by recycling and reusing it
within the plant.   It became obvious early in the study that
a limitation of "no discharge of wastewater  pollutants"  to
surface  streams  met  the  definition  of "Best Practicable
Control Technology Currently Available".

It was anticipated that  mercury,  lead,  and  other  metals
would be a significant problem in the industry, but this has
not  proven to be the case.  Many of the manufacturers have,
in  recent   years,   switched   to   non-mercury-containing
preservatives because of the mercury pollution problem a few
years  ago.   The "Lead-Based Paint Poisoning Prevention Act
of 1973," which reduces the allowable concentration of  lead
in  a  dry  paint  film  to  0.5  percent, has significantly
decreased the magnitude of the lead problem.   Chromium  and
other  heavy  metals  used  in  tinting  agents during paint
manufacture have also been significantly reduced because  of

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the  current  trend  in  tinting paints at the retail store.
The heavy metal-containing tinting agents are, for the  most
part,  manufactured  by  the  pigment  industry  and shipped
directly to the retail stores.   Their  manufacture  is  not
covered in this document.

The  major  pollutant parameters for the paint manufacturing
industry are BODj>, TSSr pH and selected metals.  The volumes
of wastewater  discharged  are,  from  a  pollution  control
standpoint, very small.

INK FORMULATING

The  ink formulating industry bears many resemblances to the
paint formulating  industry,  although  it.  is  considerably
smaller.   A  check  of  the  NPDS  Permit,  applications and
consultation with  industrial  representatives  led  to  the
conclusion  that  there are less than 8 manufacturing plants
in  the  country  discharging  process  wastes  directly  to
surface streams.

Again, as in the paint industry, many of the plants that are
on  municipal  systems  practice  no discharge of wastewater
pollutants.  Ink process  wastewaters  are  either  sent  to
sanitary  landfills  for  disposal  or  the  wastewaters are
recycled and reused within the plant.  A limitation  of  "no
discharge  of  wastewater  pollutants"  directly  to surface
streams would have little, if any, effect on the industry.

The major pollutant parameters  for  the  ink  manufacturing
industry  are  BOD5,  TSS, pH, and selected metals.  As with
the paint industry, the volumes of wastewater discharged are
very small.

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                         SECTION II
                      RECOMMENDATIONS
PAINT FORMULATING
The effluent limitations for process wastes  for  the  paint
formulating  industry  have  been  set  as  no  discharge of
EE2ces§  wastewater  B2iiaJ&lIi£§  to  surface  waters.   This
limitation  has been defined as  (1) Best Practicable Control
Technology Currently Available to be achieved no later  than
July  1,  1977;   (2)  Best  Available Treatment Economically
Achievable to be achieved no later than July  1,  1983;  and
(3)  New  Source  Performance  Standards to be achieved upon
start-up of the new source.  Pretreatment  before  discharge
to  publicly-owned  treatment works for new sources has been
set as that treatment necessary  to meet  the  conditions  of
EPA Federal Regulation 40 CFR 128.


INK FORMULATING

The  recommendations  for  the   ink formulating industry are
identical to those for the paint formulating  industry  set
forth above.

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                        SECTION III

                        INTRODUCTION

gURPOSE AND AUTHORITY

Legal Authority

Existing Point Sources — Section 301(b) of the Act requires
the achievement, by not later than July 1, 1977, of effluent
limitations  for  point  sources,  other than publicly-owned
treatment works, which require the application of  the  best
practicable   control   technology  currently  available  as
defined by the Administrator pursuant to section  304(b)  of
the  Act.   Section 301(b) also requires the achievement, by
not later than July 1, 1983,  of  effluent  limitations  for
point  sources,  other  than publicly-owned treatment works,
which  require  the  application  of  the   best   available
technology  economically  achievable  which  will  result in
reasonable further progress  toward  the  national  goal  of
eliminating  the  discharge of all pollutants, as determined
in accordance with regulations issued by  the  Administrator
pursuant to section 304(b) of the Act.

Section  304 (b)  of  the  Act  requires  the Adminstrator to
publish  regulations  providing  guidelines   for   effluent
limitations  setting  forth the degree of effluent reduction
attainable through the application of the  best  practicable
control  technology  currently  available  and the degree of
effluent reducton attainable through the application of  the
best  control  measures  and  practices achievable including
treatment techniques,  process  and  procedure  innovations,
operating  methods  and other alternatives.  The regulations
proposed herein set forth effluent  limitations  guidelines,
pursuant to section 304(b) of the Act, for the paint and ink
formulation  industries.   The specific industries for which
limitations are  proposed  are  listed  in  Table  III-l  by
Standard Industrial Classification  (SIC) Code number  (1).

                        TABLE III-l

      INDUSTRIES IN PAINT AND INK FORMULATION CATEGORY
                       BY SIC NUMBER

PAINT FORMULATION

    2851  - Paints, Varnishes, Lacquers, Enamels, and Allied
            Products

INK FORMULATION

    2893   - Printing Ink

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     Sources  —  Section  306  of  the  Act  requires    the
achievement  from  new  sources  of  a  Federal  Standard of
Performance providing for the control of  the  discharge  of
pollutants  which  reflects  the greatest degree of effluent
reduction which the Administrator determines to  be  achiev-
able  through application of the best available demonstrated
control technology, processes, operating methods,  or  other
alternatives,   including,  where  practicable,  a  standard
permitting no discharge of pollutants.

Section 307 (c)  of the  Act  requires  the  Administrator  to
promulgate  pretreatment  standards  for  new sources at the
same time that standards of performance for new sources  are
promulgated pursuant to section 306.

Section  304 (c)  of  the  Act  requires the Administrator to
issue to the States and appropriate water pollution  control
agencies   information   on  the  processes,  procedures  or
operating  methods  which  result  in  the  elimination   or
reduction  of  the  discharge  of  pollutants  to  implement
standards of performance under section 306 of the Act.  This
Development Document provides, pursuant to section 304 (c) of
the  Act,  information  on  such  processes,  procedures  or
operating methods.

Basis   of  Proposed  Ef fluent  Limitations  Guidelines  for
          Sources   and   Standards   of   Performance   and
Pretreatment Standards for New Sources

General  Methodology  — The effluent limitations guidelines
and standards of performance proposed herein were  developed
in  the  following  manner.   The  point source category was
first  studied  for  the  purpose  of  determining   whether
separate  limitations  and  standards  are  appropriate  for
different  segments  within  the  category.   This  analysis
included  a  determination  of  whether  differences  in raw
material  used,  product  produced,  manufacturing   process
employed,  age,  size,  wastewater  constituents  and  other
factors require  development  of  separate  limitations  and
standards   for  different  segments  of  the  point  source
category.  The  raw  waste  characteristics  for  each  such
segment  were then identified.  This included an analysis of
 (1) the source, flow and volume of water used in the process
employed and the sources of waste  and  wastewaters  in  the
operation, and  (2) the constituents of all wastewaters.  The
constituents  of  the wastewaters which should be subject to

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effluent limitations guidelines and standards of performance
were identified.

The control and treatment technologies existing within  each
segment were identified.  This included an identification of
each  distinct  control  and treatment technology, including
both in-plant and  end-of-process  technologies,  which  are
existing  or capable of being designed for each segment.  It
also included an identification, in terms of the  amount  of
constituents  and  the  chemical,  physical  and  biological
characteristics  of  pollutants,  of  the   effluent   level
resulting  from the application of each of the technologies.
The problems, limitations and reliability of each  treatment
and  control  technology were also identified.  In addition,
the non-water quality environmental  impacts,  such  as  the
effects  of  the application of such technologies upon other
pollution problems, including air, solid  waste,  noise  and
radiation, were identified.  The energy requirements of each
control  and treatment technology were determined as well as
the cost of the application of such technologies.

The information, as outlined above, was  then  evaluated  in
order  to determine what levels of technology constitute the
"best practicable control technology  currently  available",
the  "best available technology economically achievable" and
the  "best  available   demonstrated   control   technology,
processes,  operating  methods,  or  other alternatives." In
identifying  such   technologies,   various   factors   were
considered.  These included the total cost of application of
technology in relation to the effluent reduction benefits to
be  achieved from such application, the age of equipment and
facilities involved, the process employed,  the  engineering
aspects  of  the  application  of  various  types of control
techniques, process changes, non-water quality environmental
impact  (including energy requirements) and other factors.

The data upon which the above  analysis  was  performed  was
derived  from a number of sources.  These sources are listed
as references and/or are  included  in  Supplement  B.   The
Refuse Act Permit Program Applications were of limited value
because  they were too few in number and provided incomplete
information.  The Southern Research Institute  (1) report  on
the  paint  industry  and  the  materials  provided  by  the
National Association  of  Printing  Ink  Manufacturers,  the
National  Paint  and Coatings Association and the Federation
of  Societies   for  Paint  Technology  were  quite  helpful.
Detailed   telephone   and   personal   conversations   with
representatives of the trade and technical associations  and
with  individual  members of the industries were invaluable.
The cooperation of the  East Bay Municipal Utilities District

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 (Oakland,  California)  in  opening  their  files   and    in
 assisting  in   the   sampling of waste streams from paint and
 ink  manufacturers in the areas is  appreciated,  as  is  the
 cooperation  of all  of those industries visited and sampled.
 The  Metropolitan Sanitary District of Greater  Chicago  also
 supplied   information   from  their  files.   Twelve  paint
 manufacturing plants and six ink manufacturing  plants  were
 visited.   Composite 3-day  sampling  was conducted at four
 paint plants and one ink plant.  A record of all visits  and
 conversations is included in Supplement B.

 The  pretreatment  standards for new sources proposed herein
 are  intended   to  be  complementary  to  the   pretreatment
 standards  proposed  for  .existing sources under 40 CFR Part
 128.  The bases for  such standards  are  set  forth  in  the
 Federal Register of  July 19, 1973, 38 FR 19236.

 GENERAL DESCRIPTION  OF THE INDUSTRY

 Division of these industries into four subcategories (water-
 base  and  oil-base  paint, water-base and oil-base ink) was
 made.  The paint manufacturing and ink manufacturing  indus-
 tries  share  many   of  the  same  characteristics.  The raw
 materials, processes and wastewater charcteristics are quite
 similar.  The two industries  are  distinct,  however,  both
 because  of the  product manufactured and the end use of that
 product.  For these  reasons, and the fact that the paint and
 ink manufacturing industries utilize distinct  and  separate
 trade  and  technical associations, the decision was made to
 treat them separately in this document.
    The rationale for further subdivision within each of the
 subcategories discussed above is given in Section IV of each
 subcategory.

 Paint Formulating Industry

 Paint manufacturing is essentially a product formulation in-
 dustry;  that is, few, if  any,   of  the  raw  materials  are
 manufactured  on  site.    In practice,  several of the larger
 manufacturers make resins on the site for their own use  and
 for  sale,   but  resin  manufacture  is not included in this
 document.   Effluent limitations for resin manufacturing  are
 covered  in  the  proposed  guidelines  for the Plastics and
 Synthetics Industry.(4)

The paint  industry (SIC Group 2851)  consists of about  1,500
companies   operating  almost  1,700  plants.   In 1971,  total
industry empolyment  was  nearly  63,000.    Because  of  the
relatively  simple  technology   and  low  capital investment
required,  the industry contains many small companies.   About

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42 percent of the companies have fewer  than  10  employees.
These  small  companies accounted for less than 5 percent of
the  industry  sales  in  1967,  whereas  the  four  largest
companies    (Sherwin-Williams,   DuPont,   PPG   Industries,
Glidden-Durkee) accounted for about 22 pecent of  sales  and
the  largest 50 accounted for 61 percent.  A distribution of
plants by size is given in Table III-2.

                        TABLE III-2

          DISTRIBUTION OF PAINT PLANTS BY SIZE(3)

Size of plant  (total     Number of        Total number of
number of,_employees)       plants	      production workers

   Fewer than 10            710              1,700
    10 to 19                311              2,500
    20 to 49                350              6,100
    50 to 99                171              6,700
    100 to 249              133              9,200
    250 to more              46             10,100

Although the industry is spread  over  a  wide  geographical
area,  it  is  concentrated in heavily industrialized areas.
Ten states accounted for about 80 percent of  the  value  of
shipments   in   1967.   A  map  illustrating  the  economic
concentration of the industry is given in Figure III-l.

The major products of the  industry  consist  of  trade-sale
ESiHts*  which  are  primarily  off-the-shelf  exterior  and
interior paints for houses  and  buildings,  and  industrial
finishes   sold   to   manufacturers  of  such  products  as
automobiles, aircraft, appliances, furniture, machinery, and
metal containers.

In 1971, the value of trade-sale paints  amounted  to  $1.56
billion  and  that  of industrial finshes was $1.27 billion.
The volume of these products is expected to increase  at  an
annual  rate  of 7.5 percent until 1980.  The historical and
projected growth of these products is illustrated in  Figure
III-2.

The industry produces paints, varnishes, and lacquers, which
consist  of  film-forming  binders  (resins  or drying oils)
dissolved in volatile solvents or dispersed  in  water.   In
addition,  all paints and most lacquers contain pigments and
extenders (calcium carbonate,  clays  and  silicates).   The
industry  also  produces  such  products  as putty, caulking
compounds,  sealants, paint and varnish removers,   and  thin-
ner s.   The  quantity  and  value of shipments of trade sale

-------
Source: ) 967 Census of Monufacfures.
   Figure  III-l.  U.  S.  Shipments  of Paints  and Allied Products by State 1967
                                                                                    2/

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co co
•U VJ
C CO
-i
> -H
       3.0
       2.0
       1.0
       0.1
            1955
                      1960
1965
1970
1975
1980
en »-N
w co
C C
a) o
e
a
•H
  CO
  c
  O
C i-H
CD -H
3 6
 '
       700


       600


       500



       400




       300
       200
            1955
                      1960
1965
YEAR
 1970
 1975
1980
                Figure III-2.   Historical  and Projected  Growth of
                                Coating Products, 1955  to 198o!/
                                     11

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products in 1971 are shown  in  Table  III--3.   Table  III-U
shows similar information for industrial finishes.

The  principal  raw  materials  consumed by the industry are
oils, resins, pigments, and solvents.  Drying oils, such  as
linseed  oil,  are  used  as the film-forming binder in some
oil-base paints.  Semi-drying oils, such as soybean oil, are
used in the manufacture  of  alkyd  resins,  which  are  the
principal  binders  in other oil-base paints.  Acylic resins
are used in the manufacture of  water-base   (latex)  paints.
Some  industrial  water-base  paints contain a third type of
resin, the water-soluble alkyd resins.

Pigments are  used  to  impart  opacity  and  color  to  the
coatings.   The  pigment  particles  are  finely  divided to
provide good dispersion in the oil or water  medium  and  to
provide  good  coverage.   The  four basic types of pigments
are:  1) prime white pigments, such as titanium dioxide  and
zinc  oxide,  2)  colored inorganic and organic pigments, 3)
filler and extender pigments, and 4) metallic powders.   The
paint  industry  is the largest consumer of titanium dioxide
and inorganic pigments.

The paint industry is also a  large  consumer  of  solvents,
which  are  used  as  the  volatile vehicles in all coatings
except water-base  paints.   The  major  solvents  used  are
mineral  spirits, toluene, xylene, naphtha, ketones, esters,
alcohols, and glycols.

Consumption of the  principal  raw  materials  used  by  the
industry is shown in Table III-5.  In addition, the industry
consumes  a  wide variety of other additives such as driers,
bactericides and fungicides, defoamers, antisettling  agents
and thickeners.
                               12

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                             TABLE 111-3

          U.S. SHIPMENTS OF TRADE SALES PAINTS, VARNISHES,
                   AND LACQUERS BY END USE 19 7L?/
                              Million       Million       Million
                               Liters       Gallons       Dollars

Interior finishes
  House paints
    Water emulsion
      Flat                      49 2           130          $  420
      Semi gloss                  76            20              70
    Oil and Alkyd
      Flat                       57            15              55
      Semitfloss                  76            20              80
      High-gloss                 57            15              75
    Primers, sealers, other      38            10              30
  Miscellaneous-^/                95            25              95

    Total, interior             891           235             R25

Exterior finishes
  House paints
    Water emulsion              265            70             240
    Oil and alkyd paints        114            30             130
    Enamels                      57            15              60
    Primers, sealers, other      38            10              35
  Miscellaneous^/                38            10              50

    Total, exterior             512           135             515

Other trade sales products
  Automotive refinishes         132            35             160
  Traffic paints                 76            20              40
                                 22             6              23
    Total, other                230            61              223

           TOTAL               1633           431           SI, 56 3
a/  Includes stains, varnishes, seamless  flooring, and ceramic-like  tiles
b_/  Includes barn, roof, and fence coatings, bituminous products,  metallic
    pigmented paints, stains, and varnishes
£/  Mostly marine shelf goods


                              13

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                             TABLE
        U.S. SHIPMENTS OP INDUSTRIAL FINISHES BY END USE 1971-
                                                             2/


Transportation equipment
Motor vehicles
Marine
Railroad, aircraft, and

Industrial maintenance
Furniture
Wood
Metal

Prefinished stock
Metal
Wood

Metal decorating
Packaging
Other

Machinery and equipment-
Appliances
Packaging, exc. metal
Miscellaneous
TOTAL
Million
Liters

246
76
other 57
379
189

189
95
284

95
95
190

151
38
189
132
76
38
201
1678
Million
Gallons

65
20
15
100
50

50
25
75

25
25
50

40
10
50
35
20
10
53
443
Million
Dollars

$ 190
65
45
300
170

90
65
155

100
55
155

100
30
130
100
85
30
143
$1,268
a/  Includes data for insulating varnishes and magnet wire enamels
                             14

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                        TABLE III-5
            PRINCIPAL RAW MATERIALS USED IN THE
               MANUFACTURE OF PAINTS, 1970(3)

                        Thousands of   Thousands of
                        	tons	   metric^tons

Pigments
  Prime white
    Titanium dioxide        360.8        327.4
    Zinc oxide               27.0         24.5
    White lead                4.0          3.6
Extenders and fillers       333.0        302.0
Red lead                      8.0          7.3
Carbon black                  7.1          6.4

Oils in paint               133.9        121.5
Oils in paint resins         76.5         69.4
Natural resins               21.0         19.0
Total Selected solvents*    482.2        437.6
* Includes glycol esters, alcohols, ketones, and esters
The  trend  in  the  industry  is  to assist the customer in
reducing air pollution  in  the  application  of  industrial
finishes.   This  is  resulting in the development of water-
base paints for industrial finishes and  the  production  of
high-solids  and  even dry powder paints.  These are applied
by new techniques such  as  electrocoating  (electrophoretic
deposition   of  charged  particles  of  water-base  paint),
fluidized bed coating and electrostatic  spraying  (both  of
the latter use dry powder coatings).  This trend will result
in  a decrease in the water pollution potential of the paint
manufacturing industry.

Ink Formulatinc[T Industry

The ink manufacturing  industry  is  similar  to  the  paint
industry  in  that it is essentially a formulation industry.
Resins are made by some  of  the  major  manufacturers  but,
again,  resin  manufacture  will  not  be  covered  in  this
document.

Printing ink production in the United States now exceeds one
billion pounds  per  year.   The  major  components  include
drying  oils,  resins,  varnish,  shellac, pigments and many
specialty  additives.   The  industry  comprises  over   250
printing ink producers.  However, seven companies share over
50  percent  of the market:  Inmont, Sinclair and Valentine,
                               15

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Sun  chemical.  Cities  Service  (F.  H.   Levey),   Tenneco
Chemicals  (California  Ink),  Borden,  and Flint Ink.  Many
large-volume users are captive producers  as,  for  example,
American Can, Reuben H. Donnelly, Bemis Bag and others. (5)

Printing inks can be either water- or oil-base.  Many of the
raw  materials  are the same regardless of the vehicle.  The
inks are made with the same type  of  equipment  as  in  the
paint  industry  and  by  the  same  processes.   The  waste
charactristics are similar to the paint counterpart.

The largest volume single type  of  ink  is,  as  one  would
expect, that used in the printing of newspapers.  This black
ink  is  produced  by mixing finely divided carbon black and
mineral  oil.   The  value   of   "newsblack"   however   is
overshadowed  by  the  value  of the great number of colored
inks used largely by publishers  of  newspapers,  books  and
magazines  and  by  package  manufacturers.   Most  of these
colored inks are mixed on order but  many  of  the  pigments
used  in  them  are  staple quantity products such as lithol
reds, eosin reds, chrome yellows and peacock and iron blues.
A large number  of  more  specialized  inks,  which  in  the
aggregate  make  up  a  considerable  volume, are also used.
They include vat colors and  even  fluorscent  colors.   The
general trend is toward greater use of color in printing.(5)

DISCUSSION OF DOCUMENT

Each  section  of  this  document is divided into two parts,
paint formulation and ink formulation.  References for  each
industry are separated and presented in section XIII.  It is
believed  that  this  arrangement  will  provide clarity and
enhance the report's usefulness.

In all cases, limitations proposed in  this  document  apply
only  to  process wastewaters - that is, wastewater that has
come in direct contact with raw materials or intermediate or
finished products.  The limitations do not  apply  to  once-
through cooling water, cooling tower blow-down, boiler blow-
down or other non-contact wastewaters.
                              16

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                        SECTION IV
                  INDUSTRY CATEGORIZATION

                 Paint Formulating Industry

PROFILE OF PRODUCTION PROCESSES

The  paint manufacturing industry is very unique in the fact
that an entrepreneur can hire a few men, buy  a  minimum  of
equipment  and  start  producing  a  respectable quantity of
paint, providing, of  course,  that  he  has  a  good  paint
formula.   A  small  plant  with  less than 30 employees can
produce between 7,600 and 11,400  liters   (2,000  and  3,000
gal.) of paint per day.

Paints  can  be  either  oil-base or water-base but there is
little difference in the  production  processes  used.   The
major production difference is in the carrying agent —' oil-
base  paints  are  dispersed in an oil mixture, while water-
base paints are dispersed  in  water  with  a  biodegradable
surfactant   used   as   the  dispersing  agent.   The  next
significant difference is in the cleanup procedures.  As the
water-base paints contain surfactants, it is much easier  to
clean  up  the  tubs with water.  The tubs used to make oil-
base paint are generally cleaned with  an  organic  solvent,
but cleaning with a strong caustic solution is also a common
practice  (1,2).

All  paints  are  generally  made  in  batches.   The  major
difference in the size of a paint plant is in  the  size  of
the  batches.   A  small paint plant will make up batches of
from 400 to 1,900 liters  (100 to 500  gal.)  while  a  large
plant will manufacture batches of up to 23,000 liters  (6,000
gal.).   There  are generally too many color formulations to
make a continuous process feasible.

There  are  three  major  steps  in   the   oil-base   paint
manufacturing  process:    (1)  mixing  and  grinding  of raw
materials,   (2)  tinting  and  thinning,   and   (3)    filling
operations.   The  flow  diagram  in Figure IV-1 illustrates
these steps.

At most plants, the mixing and grinding of raw materials for
oil-base paints are accomplished  in  one  production  step.
For  high  gloss  paints,  the pigments and a portion of the
binder and vehicle are mixed into a  paste  of  a  specified
consistency.    This  paste  is  fed  to   a  grinder,  which
disperses the pigments by breaking down particle  aggregates
rather  than  by  reducing  the particle size.  Two types of
grinders are ordinarily used for this  purpose:   pebble  or
                               17

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            PIGMENTS
                              OILS
          RESINS
                     M IXING
                      TANK
         TINTS AND
          THINNERS
                     STONE
                       OR
                     ROLLER
                      MILL
 PEBBLE
   OR
BALL M ILL
DISPERSING
   TANK
                           THINNING
                             AND
                            TINTING
                             TANK
                            FILLING
                          PACKAGING
                             AND
                           SHIPMENT
Figure  IV-1.  Flow Diagram of Manufacturing  Process for Oil-Base  Paint:
                                  18

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steel  ball  mills,  or  roll-type  mills.  Other paints are
mixed  and  dispersed  in  a  mixer  using   a   saw-toothed
dispersing blade.

In the next stage of production, the paint is transferred to
tinting   and  thinning  tanks,  occasionally  by  means  of
portable transfer tanks but more commonly by gravity feed or
pumping.  Here, the remaining binder and liquid, as well  as
various additives and tinting colors, are incorporated.  The
paint  is  then  analyzed and the composition is adjusted as
necessary to obtain the correct formulation for the type  of
paint  being  produced.  The finished product is then trans-
ferred to a filling operation where it is filtered, packaged
and labeled  (1,2).  In a large plant, these  operations  are
usually  mechanized.   In  a  small plant, the operation may
entail the use of an overhead crane to lift the tub  onto  a
platform  where  an employee fills various-sized cans from a
spigot on the bottom of the tub while other employees hammer
lids on the can and paste on labels.

The paint remaining on the sides of the tubs or tanks may be
allowed to drain naturally and  the  "cleavage",  as  it  is
called,  wasted  or the sides may be cleaned with a squeegee
during the filling operation until only a small quantity  of
paint  remains.   The  final  cleanup  of the tubs generally
consists of flushing with an oil-base solvent  until  clean.
The dirty solvent is treated in one of three ways:  (1) it is
used  in  the next paint batch as a part  of the formulation;
 (2) it is placed in drums that are sold to a  company  where
it  is  redistilled  and  resold;  or  (3) it is collected in
drums with the cleaner solvent being decanted for subsequent
tank cleaning and returned to the drums   until  only  sludge
remains  in  the drum.  The drum of sludge is then sent to a
landfill for disposal  (1,2,3).

Water-base paints  are  produced  in  a   slightly  different
method  than  oil-base  paints.   The pigments and extending
agents are usually received in proper particle size,  and the
dispersion of the pigment, surfactant and binder  into  the
vehicle  is  accomplished  with a saw-toothed disperser.  In
small plants, the paint is thinned and tinted  in  the  same
tub,  while  in  larger  plants  the paint is transferred to
special tanks for final  thinning  and  tinting.   Once  the
formulation  is  correct,  the  paint  is transferred  to a
filling operation where it is  filtered, packaged and  labeled
in the same  manner as  for oil-base paints.

The  production process for water-base paints  is  diagrammed
in   Figure   IV-2.   The average composition of common water-
base paints  is shown in Table  IV-1.   This  table  does  not
                              19

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   PIGMENTS
   RESINS
    OILS

SURFACTANTS
WATER
                               DISPERSING
                                  TANK
                                TINTING
                                  AND
                                THINNING
                               PACKAGING
                                  AND
                                 FILLING
                                                              TINTS
Figure   IV-2. Flow Diagram of Manufacturing Process  for  Water-Base  Paint
                                  20

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include small quantities of preservatives or driers that may
contain trace quantities of heavy metals nor does it include
the organic biocides.
                        TABLE IV-1.

         COMPOSITION OF COMMON WATER-BASE PAINTS (4)
	


Inqredient
Titanium Dioxide
Calcium carbonate
Zinc Oxide
Silicates
Synthetic Latex
Solids
Acrylic Resin
Plasticizer
Soy Alkyd Resin
Water
Type of
Polyvinyl
Acetate
Percent
10.2
3.4
-
20.4

11.2
-
2.6
-
52.2
Paint

Acrylic
Percent
20.0
"
4.1
13.0

^
15.7
*™
2.5
44.7
    Total Percent
       by Weight
100.0
100.0
As   in   the   oil-base   paint   operation,   as much product as
possible may  be  removed from  the sides of  the  tub  or  tank
before   final cleanup  starts.    Cleanup   of the water-base
paint tubs is done  simply by  washing the sides with a garden
hose or  a more sophisticated  washing device.  The  washwater
may  be:  (1)  collected  in   holding  tanks  treated before
discharge;  (2) collected in drums and taken to  a  landfill;
 (3)  discharged  directly to a sewer or receiving stream;' (4)
reused  in the next  paint batch;  or (5)  reused in the washing
operation.

Some of  the larger  paint plants   manufacture  the  synthetic
resins   used; either  the usual  alkyd resin, a water-soluble
alkyd  resin or an acrylic resin.  The manufacture of  either
type  involves  an  esterification process  in which polybasic
acids  and polyhydric alcohols react  with   various  oils  or
fatty  acids.   The raw  materials  are fed into a large reactor
 (kettle)  equipped   with  an   agitator.   The kettle is then
heated to the specified reaction  temperature.   Most  alkyd
resins are manufactured at around 200°C (392°F).  The heated
                               21

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 resins   are  cooled,   filtered,  and stored for use  in  paint
 production or  for  sale (1) .   Although  resin  manufacturing
 may  be  associated  with  a paint formulation, facility, the
 guidelines being developed in this  document  are  only for
 paint  formulation.    The  production of resins is covered  in
 the  proposed Effluent  Limitations Guidelines  and  Standards
 of   Performance   and  Pretreatment  for   the  Plastics and
 Synthetics Industries  (5).   Discharge  permits  for  plants
 producing  resins  as well  as paints will have to be based  on
 two  or more separate effluent limitations  guidelines.

 Varnish  orginally  was  manufactured by the  slow  cooking and
 polymerization  of natural oils and resins.  This process  is
 rapidly  being  replaced  by  the  manufacture  of  synthetic
 resins   (often  called  varnishes)   as described above.  The
 only water pollution loads  possible  from  these  processes
 would  be  from air pollution equipment and from the caustic
 cleaning of  the  cook  tubs.   Lacquer  is   produced   by
 dissolving  certain  resins in a non-water solvent base with
 the desired pigment.   No water is used  in  these  processes
 and no liquid wastes are discharged.

 Allied   products   manufactured by the paint industry include
 putty,   caulking   compounds,  paint  and  varnish  removers,
 shellacs,  stains,  wood  fillers  and  wood  sealers.   The
 manufacturing process for these products does not  generally
 utilize  water,  except for some water-base stains and  paint
 removers.  The types  of  wastes  generated  in  cleanup   of
 equipment  do  not  greatly  differ  from those generated  in
 paint formulation.  As these categories are generally low  in
water use and are very  similar  to  paints,  they  will   be
considered as being in the same category.

CATEGORIZATION

The  following factors were considered in determining if the
paint industry should be divided into subcategories for  the
purpose  of  application  of effluent limitations guidelines
and standards of performance:

    1.   Raw materials
    2.   Products
    3.   Production methods
    4.   Size and age of production  facilities
    5.   Wastewater constituents
    6.   Treatability of wastes
                              22

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Raw Materials and Products

The use of  various  oils  and  resins,  extenders  (calcium
carbonate, silicates, clays), pigments and dispersing agents
are  generally  the  same for all paints and enamels, except
for the use of  oil  or  water  as  the  dispersing  medium.
Water-  and  oil-base  paints  are  interchangeable  in many
applications except that industrial finishes  are  primarily
oil-base.   Even  this  is changing, however, because of the
air pollution problems generated in the  industrial  use  of
oil-base paints.

Production Methods

As previously mentioned, both oil- and water-base paints are
made in the same factory, use many of the same raw materials
and  are produced with, generally, the same equipment.  Some
oil-base pigments may be dispersed in  roll  or  ball  mills
before  blending into the dispersed calcium carbonate, talcs
and clays.  Because the production methods  for  all  paints
are  quite similar, this is not a logical basis for subcate-
gorization.

Size and Age of Production Facilities

This study showed that the size  of  a  production  facility
affects only the quantity of wastes - the characteristics of
the  wastes  are  similar regardless of plant size.  Because
the paint manufacturing process equipment  has  not  changed
appreciably  over the years, the age of the plant has little
bearing on the waste characteristics.

Wastewater_Constituents and Treatability of Wastes

Oil-base paint waste discharges contain flammable substances
whose entry into most municipal  sewer  systems  or  surface
waters  is  controlled  by  EPA Regulation 40 CFR 128.  Most
cities have waste ordinances that  have  attempted  to  deal
with  the release of these obviously deleterious substances.
In most paint plants, it would be very difficult  for  these
substances  to  get  into  the sewer system because there is
usually no direct connection.  Due to  the  highly  volatile
nature  and  the  odor of these materials, the source of any
substances that do find their  way  into  the  sewer  system
through  accidental  spills  could  quickly be located.  The
general practice of the paint industry  is  to  practice  no
discharge  of  oil-base  paint wastes to waterways or sewers
                               23

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 Latex is a substance that  is  forbidden from the  sewer system
 by some municipal  ordinances  and  not  by others.   Some plants
 may  find  that the  municipality,   while   not   prohibiting
 discharge of  latex wastes  to  the  sewer system, may place the
 waste  under   a surcharge.  It  has been found that the latex
 wastes can build up on the sides  of the sewer  laterals  and
 cause  blockages.   The degree of  control and enforcement has
 often depended on  the problems  that the  paint   plants  have
 created for the municipality.(4)

 Latex materials generally  enter the sewer system as  a result
 of  the  washing  down of  batch equipment.   When there is no
 change of formulation from one  batch   to the  next,   as  is
 found  often   with  small   paint  manufacturers,  little or no
 latex  enters   the  sewer   system.    Generally,   the    small
 manufacturer can recycle most of  his  washwater into the next
 batch,   if he  is engaged in the manufacture of only one or
 two base  colors  (2).   This  is both  a   desirable  water
 conservation   practice and an economic advantage because the
 valuable solid materials are  thus recovered.

 The  wastes  from   latex   paint   production   contain   only
 biodegradable   oils   and   surfactants   mixed  with insoluble
 inorganic  extenders   and   pigments.    The  concentration  of
 preservatives   is  diluted  well below  levels of  significance
 during washing operations.  Thus, there  is  no   problem  in
 treating  the  wastes  using  physical and  biological treatment
 methods.
Although the equipment and raw materials used to  make  oil-
based  and water-based paints are quite similar and could be
classified as one  category,  the  problem  of  pretreatment
standards and the requirements to control fire and explosive
hazards  would  dictate  that oil- and water-based paints be
treated as separate categories.

CONCLUSION

On the  basis  of  the  raw  materials  used,  the  products
produced,  the  production  methods,  the  size  and  age of
facilities, the wastewater constituents and the treatability
of wastes,  it  is  concluded  that  the  paint  formulation
category be subcategorized into (1)  oil-based paints and (2)
water-based paints.
                               24

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                   Ink Formulating Industry

 PROFILE,OF PRODUCTION PROCESSES

 The  ink formulation industry differs only slightly from the
 paint industry.  Many of the raw materials are the same  and
 the  methods  of producing ink are nearly identical to those
 for producing paint.  Milling is used more frequently in the
 ink industry than in the  paint  industry  as  a  method  of
 dispersing  pigments.   There  are  both large and small ink
 formulators, and again,  the size of  the  plant  appears  to
 offer no economic advantage.

 As  the processes and equipment used by the ink industry are
 very similar to the paint industry,   there  is  no  need  to
 discuss the methods of production.   The profile of the paint
 industry   is  applicable  to  inks  also.   Although  resin
 manufacturing may be  associated  with  an  ink  formulation
 facility,   the  guidelines  being developed in this document
 are only for ink formulation.   The production of  resins  is
 covered in the Effluent  Limitations  Guidelines and Standards
 of   Performance  and Pretreatment   for  the  Plastics  and
 Synthetics Industries (1).    Discharge  permits  for  plants
 producing  resins  as well  as  inks  will have to be based on
 two or  more separate effluent limitation guidelines.

 CATEGORIZATION

 With respect  to  identifying   discrete   categories,    the
 following   factors  were  considered in  determining whether or
 not  the  ink industry should  be   divided   into  subcategories
 for   the   purpose  of  application   of   effluent limitations
 guidelines  and standards  of  performance:

     1.  Raw materials
     2.  Products
     3.  Production methods
     4.  Size  and  age of production facilities
     5.  Wastewater constituents
     6.  Treatability of wastes

Raw Materials and Productg

The  use  of  various  oils  and  resins,  lacquers,  clays,
pigments and dispersing agents are generally the same except
for the use of oil or water as the dispersing medium.
                              25

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Production Methods^

Both  oil-  and  water-base  inks  can  be  made in the same
factory.  Many of the same raw materials are  used  and  the
inks are produced with, generally, the same equipment.  Some
oil-base  pigments  may  be  blended  into the extenders and
carriers before being dispersed by roll or ball mills.

Because the  production  methods  for  all  inks  are  quite
similar, this is not a logical basis for sub-categorization.

size and Age of Production Facilities

Only  the  quantity of wastes is affected by the plant size.
The chemical composition is generally the same..  Some plants
recycle and conserve water and have a negligible  discharge,
while  other  plants  use  water lavishly with no regard for
conservation.  The age of the plant has  no  effect  on  the
quantity or composition of the wastes generated.

wastewater Constituents_and_Treatability of_Wastes

Oil-base  ink discharges contain substances whose entry into
most municipal sewer systems or surface waters is controlled
by  EPA  Regulation 40 CFR 128.  As  previously  mentioned   in
the section  on  paint,  most  cities  have waste ordinances
which have attempted to  deal  with   the  release   of  these
substances.

The wastes   from  water-base ink formulation  have  generally
been accepted by municipalities  as nearly all  ink plants  are
connected to  municipal  sewers.   As with paint, the  metals  in
inks are  generally  part  of  the  suspended  solids.    The
organics  in  water-base  inks are generally considered to be
biodegradable  as  they  are  basically  the same  as  in  paints.


CONCLUSIONS

 It  is   concluded  that,   based   on   the   constituents   and
 treatability,    the   ink  manufacturing   industry  must  be
 considered  as two subcategories  -- water-base inks and  oil-
 base inks.
                                26

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                           SECTION  V

             WATER USES AND WASTE  CHARACTERISTICS

                  Paint Formulating  Industry

 SPECIFIC^ WATER USES

 On  the  basis  of data from the  Southern Research  Institute
 (SRI) report  (1) on plants representing 26  percent  of  the
 total  industry paint production  and 38 percent of the total
 industry production  employees,   the  water  usage  for  the
 e^le oondUf^ry  ±S  estimated at  284 to 310 million liters
 (75 to 82 million gal.)  per day.    Cooling  is  the  largest
 single  use of water, accounting  for about 79 percent of the
 total usage.  Of the other uses for water, all are less than
 that used for sanitary purposes, which is  about  6  percent
 J™ i,,*  lljot?}1.process water use for the 1,700 plants is
 from 42 to 45 million liters per day (11 to 12 mgd).

 A major source of water is municipal or public supply,  which
 accounts for about 43 percent of  the  total  intake    Well
 water and surface water account for  about 21 and 32 percent
 respectively.    Only about 4 percent of the total water used
 is recycled; however,   the  reported  figures  are  probably
 somewhat  low  because  some  plants  responding  to the SRI
 survey did not  include  the  water   used  in  recirculating
 cooling systems.   In smaller plants, a  greater proportion of
 the  water  is  used  for purposes other than cooling.   Very
 large plants—those  with  more  than   250  employees—account
 for  nearly  70   percent   of   the  total  industry water  usage
 while plants with fewer than  100 employees account for  about
 10 percent (1) .

 Disposition of wastewater  from  the various uses  in the  paint
 industry   is  shown  in  Table   V-l.  since   cooling  ££2r
 normally   does not  contact  the product or raw  material, it
 should not  become contaminated  if  properly handled.  On   the
 oonJ^i     £•  Tter  USed  f°r   cleanuP  and   air  pollution
 control,  which  accounts  for   4  percent of   the   total
 discharge,   necessarily  becomes contaminated  in use and  can
 result in the  discharge of pollutants.  Water used  for   air
 Pvi^100! C°n^0lv,  (Wet  scrubbers>   is   associated  almost
 exclusively with the production  of resins  and  is  therfore
 not  of concern in this document.  Dusts and powders removed
T^^W^ pr°ductlon areas are recovered  by  dry  methods.
Table  v-1  shows that about 70 percent of the wastewater is
discharged untreated.  However, only 0.5 percent  is  likely
to  be  contaminated  directly  from the paint manufacturing
operation.  it is worth noting that approximately 25 percent
                             27

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                                                                        TABLE V-l
                                                                                                 I/
                                                        DISPOSITION OF WASTEWATER  IN  PAINT  PLANTS-





Discharged


Use
Boiler feed
Cooling

Sanitary
to
CO Cleanup
Air pollution
control
Other

Unaccounted for
Total disposition,
as % of total
wasrewater

as %
of total
3.4
79.0

6.5
1.5
2.5
1.4

5.7

100.0
Untreated
To
sanitary
sewer
34.2
20.5

95.0
47.2
39.1
0.3

0.7

26.9
To surface
receiving
body
39.4
56.7

0
0.3
3.7
2.3

0

46.1


>f use ' 	





Treated
To
sanitary
sewer
0.8
0.1


30.7
19.2
17.0



1.3
Other
0
0.4


0.3
0
0
o


0.3

Evaporated
8.6
0.3
2.9

12.3
0.6
2.6
1.3


4.2
Not discharged
Recycled
14.2
4.1
0

2.5
14.4
0
3.2


11.8
a/
Other—
2.8
17.9
2.1

6.7
23.1
77.7
-2.8


9.4
al Includes landfill,  hauling, incineration, septic tanks,  etc.

-------
 of the industry's  wastewater  is  not  discharged,  but  is
 disposed  of  by  evaporation,  recycling,  or by some other
 method.   Only larger plants show other  wastewater  sources,
 such  as  air  pollution control or process water from resin
 manufacturing (1) .

 Most cleanup waste results from cleaning the equipment  used
 to  manufacture  water-base  paints.  The types of equipment
 most frequently cleaned are filling  machines,  tinting  and
 thinning  tanks,  and mixers.   The average quantity of water
 used in  cleanup of equipment ranges  from  0.02  liters  per
 liter  (gal. /gal.)  of paint produced for filling machines to
 0.8 liters per  liter  (gal. /gal.)   of  paint  produced  for
 tinting  and thinning tanks (1,2).

 Other sources of  wastewater generated in cleanup operations
 include   the  caustic  washing  of  equipment  used  in  the
 preparation   of  solvent-base  paints,   resins,   and  other
 products.   However,  the  equipment  used  to  prepare  these
 products  is  frequently  cleaned   with  solvent which is not
 discharged.

 The average volume of cleanup  water discharged for plants of
 various  sizes  is shown in Table V-2.    For  small  plants —
 those with fewer than 50  employees — the  volume discharged is
 relatively small,  less than 1,000  liters (260 gal.)  per day.
 At   plants  with more than 250 employees,  the average volume
 of  cleanup water is  about 40   times this   value,   still  an
 extremely  small  volume when considering  pollution  potential.
                          TABLE V-2
               AVERAGE VOLUME OF CLEANUP  WATER
         DISCHARGED  FROM  PLANTS OF  VARIOUS  SIZES(l)

 Size  of  plant      Number  of
 (total number      plants        _Cleanup water  discharged __
                   reporting     liter/day          gal. /day
Fewer than 10        24            292                 77
10 to 19             30            769                200
20 to 49             34            983                260
50 to 99             21          4,679              l/200
100 to 249           22         11,957              3,200
250 or more          20         40,490             11,000


    In  addition to routine equipment cleanup, wastewater is
generated through general plant cleanup and spills.   It  is
not  possible  to  estimate accurately' the volumes of waste-
water arising from these  operations.   Settling  tanks  and
other  kinds  of treatment are used for treating wastewaters
                             29

-------
from  floor  drains  and  spills,  while   off-specification
batches are recovered and reused or sold (1) .

WASTE CHARACTERISTICS

As determined by the Southern Research Institute survey, the
major  contaminants  of  wastewater reported by paint plants
are listed in  Table  V-3.   As  would  be  expected,  these
contaminants,  except  for  caustics  used  in cleaning, are
components of paint.  The materials listed  most  frequently
by plants as major contaminants are pigments and latex.  The
presence of one or both of these materials in the wastewater
was  reported  by  about  90 percent of the 71 plants.  Over
half of the  plants  also  reported  the  presence  of  such
materials  as  oils,  resins, driers, and dispersing agents.
Only four plants reported the  presence  of  solvents  as  a
major  contaminant  of  the wastewater, five plants reported
metals and six reported fungicides  (1).

                         TABLE V-3

       MAJOR CONTAMINANTS IN WASTEWATER DISCHARGE (1)
                     	Number of_piants
                     19 or   20 to
Number of^ Employees	less	9_2.
               Greater than
                   100
                      Totals
Number of plants
  reporting

Major
Contaminants

Pigments
Latex
Driers and
  wetting
  agents
Oils
Resins
Caustics
Fungicides
   (including
  mercury)
Metals
   (excluding
  mercury)
 Solvents
26
23
22
                                71
15
12
 3
 3
 7
 1
10
 8
 H
 3
 3
 0
11
 6
 8
 6
 1
 7
36
26
15
12
11
 8
 0
 0
 1
 3
 4
 1
 5
 4
 Table V-4 summarizes  raw  waste  loadings  calculated  from
 analyses of 22 parameters reported by nine plants.  Although
                               30

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                                                                   TABLE V-4.
                                                   DAILY RAW WASTE LOADING FROM PAINT PLANTS-^/
U)

Parameter
Total dissolved solids
Total suspended solids
Volatile suspended
solids
Acidity/Alkalinity
BOD (acclimated seed)
Chemical oxygen demand
Total organic carbon
Chloride
Oil and Grease
Sulfate
Sulfide
Organic nitrogen
Nitrogen, as N
Ammonia
Phosphorus
Mercury
Lead
Cadmium
Chromium
Zinc
Iron
Titanium

Av
kg/day
220
377
40
17
20
28
15
43
224
14
0.12
0.4
6
2
0.2
0.0002
0.077
0.008
0.112
4.7
2.9
0.933

lerage
(Ib/day)
485
832
88
38
44
62
33
95
494
31
0.26
0.9
13
4
0.4
0.0004
0.170
0.018
0.247
10.4
6.4
2.06


Waste Loadings
Minimum
kg/day /" i K / ,1 «,. "\
9
3
15
2
4
13
6
0.4
0.8
0.4
<0.02
-
0.4
0.02
<0.02
<0.0002
0.024
0.002
0.010
0.028
0.426
0.052
20
7
33
4
9
29
13
0.9
1.8
0.9
<0.04
-
0.9
0.04
<0.04
<0.0004
0.05
0.004
0.022
0.062
0.940
0.115

\f f> 1 A .1 •, t
Kg /day
483
3,233
61
47
77
44
23
125
1,327
40
0.4
-
18
10
0.5
0.0004
0.120
0.120
0.217
10.8
9.6
1.2

Maximum
	 (Ib/day)
1,065
7,132
135
104
170
97
51
276
2,927
88
0.9
_
40
22
1.1
0.0009
0.265
0.265
0.479
23.8
21.2
2.6

Number of
plants
reporting
7
9
3
5
9
6
2
3
6
3
3
1
4
5
4
5
7
6
3
5
4
4

-------
91  plants  (of 153)  reported that routine effluent analyses
were  conducted   by   either   plant   staff   or   outside
laboratories,   only  29  reported  data  on results of those
analyses.  Of  the 29, 20 reported data on treated  effluent.
No  meaningful  conclusions could be drawn from the analyses
of treated effluents reported in the survey  since  too  few
plants  used  the same treatment methods.  Almost all of the
nine   plants   providing   information   on    raw    waste
characteristics  gave  data  on the combined plant effluent;
therefore,  calculation  of  the  loading  in  relation   to
production  of  particular  products  was not possible.  The
loadings are therefore, expressed in kg/day rather than  the
preferred  units  of  weight  per unit of product.  The data
show the average, minimum and maximum  daily  loadings,  and
the  number  of  plants reporting  (1).  The NFIC-D survey of
selected paint plants was made to supplement this data.

As indicated in Table V-t, suspended solids, primarily  from
pigments  and  resin  particles,  is  the  most  significant
parameter.  The high loading  of  dissolved  solids   is  not
readily  explainable  in  terms   of  the  ingredients  used in
paint  or the soluble constituents shown in  the  Table  that
would  constitute the dissolved solids.  Loadings of  BOD5 and
COD, principally from biodegradable  oils  and resins,  are not
as   high  as those of suspended  and  dissolved solids.   While
oil  and  grease content  appears high, it  should be  noted that
the  standard test  gives high results for  oil and   grease  in
the  effluents   from this   industry because resin particles
that are present are, at  least partially,  extracted  by the
solvent   used  in   the  test.  However,  the major  components
making up these  high concentrations  are  easily biodegradable
and thus   are  amenable   to biological  treatment.   The
relatively  high loadings of zinc,  iron  and  titanium are due
principally   to   the    pigments,    drying    agents,   and
preservatives.    Mercury   is present  in some  preservatives,
however,  these are rapidly being phased  out.    The  ultimate
fate  of  the   use  of   mercury   by  the industry is unknown
pending  court  appeals.   In addition to lead  and  zinc,  shown
 in  the   table,   some  drying agents also contain cobalt and
 manganese.   All of the metals shown  in   the  table,  and   a
 number  of   others,   are  commonly present in  at least trace
 quantities  in inorganic pigments (1,6,7,8,9).

 The information needed to  supplement  the  raw  waste  data
 obtained  from  the  Southern  Research Institute report was
 developed through a study of  the  files  of  the  East  Bay
 Municipal Utilities District (EBMUD) in Oakland, California.
 and   files  of  the  Greater  Chicago  Metropolitan Sanitary
 District, and by a plant sampling  survey  in  the  Oakland-
                                32

-------
Berkeley,  California  area by National Field Investigations
Center-Denver  (NFIC-D)  (2).

The results of a waste discharge survey of paint  plants  by
the  EBMUD  are  presented  in  Table  V-5.   All  data were
developed by State certified laboratories.

The typical waste characteristics of effluents from a  large
plant  are  shown  in  Table  V-6.   As  can  be  seen,  the
concentrations of the pollutants are relatively large.  This
data is slightly in error as there is an  employee  washroom
that  drains  into  the  sewer  ahead  of the EBMUD sampling
point.  Subsequent data taken from  the  NFIC-D  survey  for
this  plant  in  late  1973  was  collected  upstream of the
employee  washroom.   The  data,  presented  in  Table  V-7,
generally supports the range of data presented by Barrett et
al  (1).  The wastewater characteristics of two small plants
are shown in Table V-8 and V-9.  Table V-8 shows the effects
of reducing pollutant load by removing as  much  product  as
possible  from  the  paint  tubs before washing and by using
minimum washwater volume as opposed to a  more  normal  tub-
cleaning process shown by Table V-9.
                              33

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                                               TABLE V-5

                         CONSTITUENTS OF PAINT MANUFACTURING PLANT  (SIC  2851)
                           WASTES IN EAST BAY MUNICIPAL UTILITIES DISTRICT^'
Values (TOR /I)
Constituent
pH
BOD
Total COD
Dissolved COD
Total Solids
Settleable Solids
Total Suspended Solids
Ammonia
Total Kjeldahl Nitrogen
Oil & Grease
Total Phosphorus
Aluminum
Antimony
Barium
Cobalt
Chromium
Copper
Iron
Lead
Manganese
Nickel
Silver
Tin
Zinc
Phenols
Surfactants
No. of
Entries
28
12
31
31
1
3
32
3
3
26
3
3
1
3
2
3
3
3
3
3
3
2
3
3
3
3
Min.
3.4
60
53
19
-
o£/
38
0
0
4
0.3
2.6
1.1
0.77
0.05
0.4
0.11
3.8
1.14
0.06
0.02
0
0
0.31
0
0.2
Max.
13.2
1,740
99, 99^
78,000
-
2
8,180
1.7
189
999
26.4
74.6
1.1
5.7
0.23
7.5
0.22
37.3
9.99
9.99
0.07
0
0.07
9.3
0.1
7.5
Mean
8.8
481
5,428
4,103
6,887
1
1,039
0.5
64
103
14
29.5
1.1
2.8
0.14
2.8
0.17
15.2
4.99
3.5
0.03
0
0.02
3.8
0.0
2.8
Std.
Dev. Median
3.2 6.7
474 450
17,649 5,145
13,787 4,466
-
-
1,759 612
1.7
-
232 7
26
11.4
-
5.7
-
0.4
0.11
4.6
1.1
0.06
0.02
-
-
1.7
-
7.5
aj All data from East Bay Municipal Utilities District
b_/ Series of 9's indicate number higher then allocated
c/ A zero indicates a value below detectable limits of
files.
space in computer program.
analytical test.
                                                34

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                                                                      TABLE V-6

                                                           WASTEWATER CHARACTERISTICS OF A
                                                   WATER-BASE PAINT PLANT, BERKELEY, CALIFORNIA—
Pollutant
COD
BOD
Total Suspended
Solids
Oil & Grease
OJ
Ui pH (No. of
Occurances)
Barium
Chromium
Titanium
Cadmium
Iron
Lead
Mercury
Zinc
Copper
No. of
Samples
33
24
51
22
1
2
1
1
1
2
3
3
1
Avg.
mg/1
2,339
536
1,394
90
3-4.9 (6)
1.0
<0.08
1.2
0.01
5.9
0.4
0.3
14.2
0.04
Quantity
gm/day
33,642
7,709
20,050
1,294
5-6.9 (19)
14.4
—
17.3
0.1
85.0
5.8
4.3
204.5
0.58

Ib/day 	
71.1
17.0
44. k
2.8
7-8.9 (8)
0.03
—
0.04
3 x 10~4
0.19
0.01
9.5 x 10~3
0.45
1.1 x 10~3
kg of Pollutant per
1.000 1 of Product
1.87
0.43
1.11
0.07
9-10.9 (6)
8.0 x 10~4
neglible
9.6 x 10~4
5.6 x 10"6
4.7 x 10~3
3.2 x 10~4
2.4 x 10~4
0.01
3.2 x 10~5
Ib of Pollutant per
1,000 gal. of Product
14.97
3.58
9.30
0.59
11 (10)
6.3 x 10"3
neglible
8.4 x Kf3
6.3 x 10"5
4 x 10"2
2.1 x 10"3
2 x 10~3
9 x 10~2
2.3 x 10~4
100 employees.
                                                                                                                                     (17,978 I/day),

-------
                                                TABLE V-7

                        AVERAGE POLLUTANT LOAD FROM LARGE LATEX  PAINT  PLANT BASED
                                       ON 3-DAY COMPOSITE SAMPT.INR
                                         (OCTOBER 15-18, 1973)2/
Concentration
Pollutant mg/1
pH
COD
TOC
Total Suspended
Solids
Metals
Barium
Total Chromium
Cadmium
Iron
Lead
Zinc
Copper
Titanium
11.5^
8,100
1,200
11,300
1.67
0.93
<0.01
41.70
0.62
52.7
0.40
223
>fercury - Analysis not possible
Average wastewater flows
Average Paint Production-
Average of 100 employees
as gaged 21
26
Quantity Pollutant Load Per Production Unit
ftm/day Ib/day kp/1,000 1

176,000 387 6.64
26, 900 59.2 1.01
247,000 544 9.32
36.4 0.08 14 x 10~4
20.3 0.04 7.6 x 10~4
<0.22 <5 x 10~4 <8 x 10~6
908 2.01 343 x 10~4
13.5 0.03 5.1 x 10~4
1,150 2.53 433 x 10~4
8.72 0.02 3.3 x. 10~4
4,870 10.7 1,840 x 10~4
because of interferences.
,800 I/day (5,760 gpd.).
,500 I/day (7,000 gpd.).
lb/1,000 gal.

55.0
8.46
77.7
114 x 10~4
57 x 10~4
7.1 x 10~5
0.28
42.8 x 10"4
0.36
28.5 x 10~4
1.53


a/ Survey conducted by NFIC-D.
b/ Value reported as standard units.

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                                          TABLE V-8

        AVERAGE POLLUTANT  LOAD FROM SMALL LATEX PAINT PLANT WITH LOW WATER USE BASED
                                 ON 3-DAY SAMPLING PROGRAM
                                  (OCTOBER 15-18,  1973)5.'
Pollutant
pH
COD
TOC
Total Suspended
Solids
Metals
Barium
Total Chromium
Cadmium
Iron
Lead
Zinc
Copper
Titanium
Concentration
mg/1
8.2^
14,800
1,890
31,500
1.0
0.59
<0.01
139
1.02
2.64
0.14
743
Quantity
gm/day

843
107
1,790
0.06
0.03
<6 x 10~A
7.90
0.06
0.15
7.9 x 10~3
42.2
Ib/day

1.86
0.24
3.94
1.3 x 10~A
7.4 x 10~5
1.3 x 10~6
1.7 x 10"2
1.3 x 10~A
3.3 x 10~A
1.7 x 10~5
9.3 x 10~2
Pollutant Load
Per Production Unit
kg/1,000 1

0.30
0.04
0.63
2.1 x 10~5
1.0 x 10~5
Negligible
2.8 x 10~3
2.1 x 10~5
5.3 x 10~5
2.7 x in'6
-1.5 x 10~2
lb/1,000 gal.

2.48
0.23
5.25
1.7 x 10~5
9.9 x 10"5
1.7 x 10~6
2.3 x 10~2
1.7 x 10~4
4.4 x 10"A
2.3 x 10~5
0.12
  Mercury  -  Analyses not possible because of interferences.
Notes:  Small plant made paint in batches. • Samples represented washwater from 5 batches.

Average wastewater flow as gaged 56.8 I/day (15 gpd).
Average Paint Production         2840 I/day (750 gpd) .
Average of 15-20 employees	
a/ Survey conducted by NFIC-D.
b/ Value reported as standard units.

-------
                                           TABLE V-9

                 AVERAGE POLLUTANT LOAD FROM SMALL LATEX PAINT PLANT BASED ON
                                    3-DAY SAMPLING PROGRAM
                                    (OCTOBER 15-18, 1973)-'
Pollutant
pH
COD
TOC
Total Suspended
Solids
Metals
Barium
U)
Total Chromium
Cadmium
Iron
Lead
Zinc
Copper
Titanium
Concentration
mg/1
7.7^
16,200
3,100
19,800

0.77
<0.001 4
523^
2.5
77.4
0.09
248

gm/dav

7,500
1,390
8,890
<0.5
0.35
x 10~4
235
1.12
34.8
0.04
111
Quantity
Ib/day

16.5
3.1
19.6
<1 x 10"3
7.7 x 10"4
9.9 x 10"7
0.52
2.4 x 10"3
7.6 x 10"2
8.8 x 10"5
0.24
Pollutant Load
Per Production Unit
kg/1,000 1 lb/1,000 gal.

1.56 13.0
0.29 2.44
1.8 15.44
<1 x 10"4 7.8 x 10"4
7.2 x IO"5 6.0 x 10~4
<8.2 x 10~8 7.8 x 10"7
4.9 x 10"2 0.41
2.3 x 10"4 1.9 x 10"3
7.2 x 10"3 6 x 10~2
8.2 x 10~6 6.9 x 10~5
2.3 x 10~^ 0.19
  Mercury  -  "Analyses not possible because of interferences.

Note:  Small plant making paint in batches.  Sample represented 5 grab samples
       before dumping.

Average wastewater flow as gaged 449 I/day (119 gpd).
Average paint production        4820 I/day (1270 gpd).
Average of 25 employees
a/ Survey conducted by NFIC-D.
b/ Value reported as standard units.
c.1 One value, 2,600 mg/1 iron, from iron pigment.

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                  Ink Formulating Industry

The  predominant  water  use  in ink formulation is for non-
contact cooling water for ball or roller  mills.   The  only
process  wastewater  from  ink formulation is the water used
for tub washing and plant cleanup.  Some water  is  used  in
water-base  ink  product  formulation  but this water is not
discharged except during tub washing.

Because these tubs are identical  to  those  used  by  paint
formulators,  the  type  of  cleanup and quantities of water
used are identical.  Reference is made to Section V  of  the
discussion  on  paints.   Limited  information  is currently
available on the actual  composition  of  ink  wastes.   The
composition  of  wastes  from a tub washer that recycles the
cleaning water is shown in Table  V-10.   These  wastewaters
are  not  discharged.   Table V-ll gives the constituents of
several ink  manufacturing  plant  wastes  in  the  Oakland,
California  area.   There  is  no  information  available to
determine the number  of  plants  the  data  in  Table  V-ll
covers.
    The  quantities  of  water  used  were very difficult to
determine as data was limited.  For systems  with  no  water
reuse,  the  range  was  from 4,400 to 8,900 liters/1,000 kg
(500 to 1,000 gals./I,000  Ib)  of  ink  including  cooling,
boiler  and  process waters.  In the recycle system of Table
V-10, the sludge was produced at a rate of 113  liters/1,000
kg   (13.6  gals./I,000  Ib)  of  ink.   If the sludge were 3
percent solids as indicated  in  the  table,  the  washwater
discharged  would  be  110 liters/1,000 kg  (13.2 gals./I,000
Ib) of ink.
                               39

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                              TABLE V-10

            WASTE CHARACTERIZATION FROM AN INK TUB WASHER
                    THAT RECYCLES THE WASH WATER-7
                        (October 15-18, 1973)
Pollutant
COD
TOC
Total Suspended Solids
pH
Metals
Barium
Total Chromium
Cadmium
Iron
Lead
Zinc
Copper
Titanium
1 r • 	 - — 	 	 • 	 • 	
Concentration
GnR/1)
59,500
32,000
31,600
11 C'b/
I/ . -1 	

6.7
150
0.29
134
760
4.9
6.4

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                                     TABLE V- 11

                CONSTITUENTS OF INK MANUFACTURING PLANT (SIC 2893)
                 WASTES IN EAST BAY MUNICIPAL UTILITIES DISTRICT-
Constituent
PH^
BOD
Total COD
Dissolved COD
Total Solids
Total Suspended Solids
Oil & Grease
Aluminum
Boron
Cobalt
Chromium
Copper
Iron
Lead
Manganese
Nickel
Silver
Tin
No. of
Entries
16
12
16
16
2
16
14
2
2
1
2
1
2
2
2
2
2
2
Values (mg/1)
Min.
5.6
55
310
170
338
13
7
0.5
0.18
0
0.1
0.06
0.6
0.26
0.02
0.01
0
0
Max.
11.6
2,160
3,270
2,980
385
1,230
183
1.8
0.21
0
0.1
0.06
2.2
0.32
0.10
0.01
0
0
Mean Std.
9.4
412
926
742
361
156
57
1.1
0.19
0
0.1
0.06
1.4
0.29
0.06
0.01
0
0
Dev.
1.9
563
693
643

292
49


0
0
0



0
0
0
Median
11.1
490
935
876
-
78
97
-
-
0
-
0.06
-
-
-
0
0
0
a/ All data from East Bay Municipal Utilities District files.
b/ Value reported as standard units.

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                        SECTION VI

             SELECTION OF POLLUTANT PARAMETERS

                 Paint Formulating Industry

The major wastewater  parameters  of  significance  for  the
paint  formulation industry are BOD5  (5-day 20°C Biochemical
Oxygen  Demand),  TSS   (Total  Suspended  Solids),  pH,  and
selected  metals.   Chemical Oxygen Demand  (COD) may be used
as a substitute for BOD5_ if a relatively  constant  COD/BOD5
ratio  can  be developed for a given  plant.  On the basis of
the  evidence  reviewed,  there  appear  to  be  very  small
guantities  of  potentially  hazardous  or  toxic pollutants
released  by  the  paint  formulation  inustry.    Recycling
washwater  and  water conservation practices will reduce the
quantity  of  paint  wastes  discharged  to  the  sewers  or
receiving waters.

                  Ink Formulating Industry

As  most  ink  formulators  do not discharge wastes to water
courses and their wastes  are  generally  considered  to  be
compatible  with  municipal  treatment, there is little data
available on the waste characteristics.   The  practices  of
recycling  wastewater  and water conservation can reduce the
guantity of ink waste discharged to the sewers.

The  significant  parameters  for  measuring  the  pollution
potential  of  ink  wastes  are  BOD5 (5-day), pH, and Total
Suspended Solids.  Chemial Oxygen Demand (COD)  may  be  used
as  a  substitute for BOD5 if a relatively constant BOD5/COD
ratio can be developed for a given plant.

RATIONALE FOR SELECTION OF POLLUTANT^PARAMETERS

Biochemical Oxygen Demand JBOD5, 20°C)


Biochemical oxygen demand (BOD)  is a measure of  the  oxygen
consuming  capabilities of organic matter.   The BOD does not
in itself cause direct harm to a water system,  but  it  does
exert an indirect effect by depressing the oxygen content of
the  water.  Sewage and other organic effluents during their
processes of decomposition exert a BOD,  which  can  have  a
catastrophic effect on the ecosystem by depleting the oxygen
supply.   Conditions are reached frequently where all of the
oxygen is used and the continuing decay process  causes  the
production  of  noxious  gases  such as hydrogen sulfide and
methane.  Water with a high BOD indicates  the  presence  of
                             43

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decomposing  organic  matter  and  subsequent high bacterial
counts that degrade its quality and potential uses.

Dissolved oxygen (DO)  is a water quality  constituent  that,
in appropriate concentrations, is essential not only to keep
organisms  living  but also to sustain species reproduction,
vigor,  and  the  development  of  populations.    Organisms
undergo  stress  at reduced DO concentrations that make them
less competitive and able to sustain  their  species  within
the   aquatic   environment.    For   example,   reduced  DO
concentrations  have  been  shown  to  interfere  with  fish
population  through  delayed  hatching of eggs, reduced size
and vigor of embryos,  production of  deformities  in  young,
interference  with  food  digestion,  acceleration  of blood
clotting, decreased tolerance to certain toxicants,  reduced
food   efficiency  and  growth  rate,  and  reduced  maximum
sustained swimming speed.  Fish food organisms are  likewise
affected  adversely in conditions with suppressed DO.  Since
all aerobic aquatic  organisms  need  a  certain  amount  of
oxygen,  the  consequences of total lack of dissolved oxygen
due to a high BOD can kill all inhabitants of  the  affected
area.

If  a  high  BOD  is  present,  the  quality of the water is
usually visually degraded by  the  presence  of  decomposing
materials  and  algae  blooms  due to the uptake of degraded
materials that form the foodstuffs of the algal populations.

It was  thought  at  first  that  the  BOD5  test  would  be
meaningless   because   of  the  action  o>f  the  biological
inhibitors and heavy metals.  However, this does not  appear
to  be the case as the majority of the water-base paints are
not  tinted  before  packaging  and  the  tinting  materials
contain  most  of  the  troublesome  heavy metals.  Also the
inhibitor is diluted to the point of ineffectiveness by  the
washwater.  The oils used in water-base paiint production are
generally  easily  oxidized   (9) .   Thus,  control  of  this
parameter will also control oil and grease concentrations.

Chemical Oxyggn Demand
Chemical oxygen demand  (COD)   provides  a  measure  of  the
equivalent  oxygen required to oxidize the materials present
in a waste water sample under acid conditions with  the  aid
of a strong chemical oxidant, such as potassium dischromate,
and a catalyst  (silver sulfate) .  One major advantage of the
COD  test is that the results are available normally in less
than three hours.  Thus, the COD test is a  faster  test  by
which to estimate the maximum oxygen exertion demand a waste
can  make  on  a stream.  However, one major disadvantage is
                              44

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that  the  COD   rest   does   not   differentiate   between
biodegradable  and  nonbiodegradable  organic  material.  In
addition,  the  presence  of  inorganic  reducing   chemical
(sulfides, reduciable metallic ions, etc.)  and chlorides may
interfere  with the COD test.  As a rough generalization, it
may be said that pollutants which would be measured  by  the
BOD5  test  will  also  show up under the COD test, but that
additional pollutants which are more resistant to biological
oxidation  (refractory)  will also be measured as COD.

EH
Acidity and alkalinity are  reciprocal  terms.   Acidity  is
produced   by  substances  that  yield  hydrogen  ions  upon
hydrolysis and alkalinity is  produced  by  substances  that
yield  hydroxyl  ions.  The terms "total acidity" and "total
alkalinity" are often used to express the buffering capacity
of a solution.  Acidity  in  natural  waters  is  caused  by
carbon dioxide, mineral acids, weakly dissociated acids, and
the  salts  of  strong  acids and weak bases.  Alkalinity is
caused by strong bases and the salts of strong alkalies  and
weak acids.

The term pH is a logarithmic expression of the concentration
of  hydrogen  ions.  At a pH of 7, the hydrogen and hydroxyl
ion concentrations are essentially equal and  the  water  is
neutral.   Lower  pH  values  indicate  acidity while higher
values indicate alkalinity.  The relationship between pH and
acidity or alkalinity is not necessarily linear or direct.

Waters with a pH below 6.0  are  corrosive  to  water  works
structures,   distribution  lines,  and  household  plumbing
fixtures and can thus  add  such  constituents  to  drinking
water as iron, copper, zinc, cadmium and lead.  The hydrogen
ion concentration can affect the "taste" of the water.  At a
low  pH  water  tastes  "sour".   The bactericidal effect of
chlorine  is  weakened  as  the  pH  increases,  and  it  is
advantageous  to  keep  the  pH  close  to  7.  This is very
significant for providing safe drinking water.

Extremes  of  pH  or  rapid  pH  changes  can  exert  stress
conditions  or  kill  aquatic  life  outright.   Dead  fish,
associated algal blooms, and  foul  stenches  are  aesthetic
liabilities  of  any  waterway.   Even moderate changes from
"acceptable" criteria limits of pH are deleterious  to  some
species.   The  relative  toxicity  to  aquatic life of many
materials  is  increased  by  changes  in  the   water   pH.
Metalocyanide  complexes  can  increase  a  thousand-fold in
toxicity with a drop of 1.5 pH units.  The  availability  of
                              45

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many  nutrient  substances  varies  with  the alkalinity and
acidity.  Ammonia is more lethal with a higher pH.

The  lacrimal  fluid  of  the  human  eye  has   a   pH   of
approximately  7.0  and  a deviation of 0.1 pH unit from the
norm  may  result  in  eye  irritation  for   the   swimmer.
Appreciable irritation will cause severe pain.

Total Suspended Solids (TSS)

The  bulk  of  the  materials used in paint formulations are
nearly insoluble inorganic compounds  —  titanium  dioxide,
clays,  calcium  carbonate,  and  silicates  —  which could
occlude the bottom of the receiving  body  of  waters.   The
parameter  of  suspended solids would measure the efficiency
of removal of these inorganic solids.

The bulk of the  materials  used  in  ink  formulations  are
insoluble  inorganic  compounds—clays  and  pigments—which
could occlude the bottom of the  receiving  body  of  water.
The   parameter   of  suspended  solids  would  measure  the
efficiency of removal of these inorganic solids.

Suspended  solids  include  both   organic   and   inorganic
materials.  The inorganic components include sand, silt, and
clay.   The  organic  fraction  includes  such  materials as
grease, oil, tar, animal and vegetable fats, various fibers,
sawdust, hair, and various  materials  from  sewers.   These
solids  may settle out rapidly and bottom deposits are often
a mixture  of  both  organic  and  inorganic  solids.   They
adversely  affect  fisheries  by  covering the bottom of the
stream or lake with a blanket of material that destroys  the
fish-food  bottom  fauna  or  the  spawning  ground of fish.
Deposits containing organic  materials  may  deplete  bottom
oxygen   supplies   and  produce  hydrogen  sulfide,  carbon
dioxide, methane, and other noxious gases.

In raw water sources for domestic use,  state  and  regional
agencies  generally specify that suspended solids in streams
shall not be  present  in  sufficient  concentration  to  be
objectionable   or   to   interfere  with  normal  treatment
processes.  Suspended solids in  water  may  interfere  with
many  industrial processes, and cause foaming in boilers, or
encrustations on equipment exposed to water,  especially  as
the  temperature rises.  Suspended solids are undesirable in
water for textile industries;  paper  and  pulp;  beverages;
dairy  products;  laundries;   dyeing;  photography;  cooling
systems, and power plants.  Suspended particles  also  serve
as a transport mechanism for pesticides and other substances
which are readily sorbed into or onto clay particles.
                             46

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Solids may be suspended in water for a time, and then settle
to  the  bed of the stream or lake.  These settleable solids
discharged  with  man's  wastes   may   be   inert,   slowly
biodegradable materials, or rapidly decomposable substances.
While  in  suspension,  they  increase  the turbidity of the
water,   reduce   light   penetration   and    impair    the
photosynthetic activity of aquatic plants.

Solids  in  suspension  are aesthetically displeasing.  When
they settle to form sludge deposits on the  stream  or  lake
bed, they are often much more damaging to the life in water,
and  they  retain  the  capacity  to  displease  the senses.
Solids, when  transformed  to  sludge  deposits,  may  do  a
variety  of damaging things, including blanketing the stream
or lake bed and thereby destroying  the  living  spaces  for
those  benthic  organisms  that  would  otherwise occupy the
habitat.  When of  an  organic  and  therefore  decomposable
nature,  solids use a portion or all of the dissolved oxygen
available in the area.  Organic materials also  serve  as  a
seemingly  inexhaustible  food  source  for  sludgeworms and
associated organisms.

Turbidity is principally a measure of  the  light  absorbing
properties  of suspended solids.  It is frequently used as a
substitute method of quickly estimating the total  suspended
solids when the concentration is relatively low.
Oi 1..and Grease

Oil  and grease exhibit an oxygen demand.  Oil emulsions may
adhere to the gills of fish or coat  and  destroy  algae  or
other  plankton.   Deposition of oil in the bottom sediments
can  serve  to  exhibit   normal   benthic   growths,   thus
interrupting the aquatic food chain.  Soluble and emulsified
material  ingested  by fish may taint the flavor of the fish
flesh.  Water soluble components may exert toxic  action  on
fish.   Floating oil may reduce the re-aeration of the water
surface and in conjunction with emulsified oil may interfere
with photosynthesis.  Water insoluble components damage  the
plumage  and  costs  of  water  animals  and fowls.  Oil and
grease  in  a  water  can  result  in   the   formation   of
objectionable  surface  slicks preventing the full aesthetic
enjoyment of the water.

Oil spills can damage the surface of boats and  can  destroy
the aesthetic characteristics of beaches and shorelines.
                             47

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Metals

Metals   are   used  in  paint  formulations  as  biological
inhibitors, driers, and as pigments (10).

Mercury - Mercury compounds were  the  predominant  biocides
used  in  the past but recent State and Federal restrictions
on their use  have  been  forcing  industry  to  find  other
biocides  that  are  subject  to  environmental degradation.
Mercury use can be expected to decrease, but until such time
as it ceases to be used, it should be limited.

Lead - Lead compounds have been  among  the  cheapest,  most
stable  and  brightest tinting agents used in yellow and red
paints.  Lead is  also  used  in  drying  agents.   However,
recent  legislation  (Lead-Based  Paint Poisoning Prevention
Act of 1973) to reduce lead in paints has forced the  search
for  suitable  replacements.  As with mercury, lead usage is
decreasing, but, as it inhibits biological life,  it  should
be limited.
Zinc  -  Occurring  abundantly  in  rocks  and ores, zinc is
readily refined  into  a  stable  pure  metal  and  is  used
extensively  for  galvanizing,  in  alloys,  for  electrical
purposes, in printing plates, for  dye-manufacture  and  for
dyeing  processes,  and  for many other industrial purposes.
Zinc  salts  are  used   in   paint   pigments,   cosmetics,
Pharmaceuticals,  dyes, insecticides, and other products too
numerous to list herein.  Many of these  salts  (e.g.,  zinc
chloride  and  zinc  sulfate)  are  highly soluble in water;
hence it is to be expected that zinc  might  occur  in  many
industrial wastes.  On the other hand, some zinc salts (zinc
carbonate,  zinc oxide, zinc sulfide) are insoluble in water
and consequently it is to be expected that  some  zinc  will
precipitate and be removed readily in most natural waters.

In  zinc-mining  areas,  zinc  has  been  found in waters in
concentrations as high as 50  mg/1  and  in  effluents  from
metal-plating  works and small-arms ammunition plants it may
occur in significant concentrations.  In  most  surface  and
ground  waters,  it is present only in trace amounts.  There
is some evidence that zinc ions are  adsorbed  strongly  and
permanently on silt, resulting in inactivation of the zinc.

Concentrations of zinc in excess of 5 mg/1 in raw water used
for drinking water supplies cause an undesirable taste which
persists  through  conventional treatment.  Zinc can have an
adverse effect on man and animals at high concentrations.
                              48

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In soft water, concentrations of zinc ranging  from  0.1  to
1.0  mg/1  have been reported to be lethal to fish.  Zinc is
thought to exert  its  toxic  action  by  forming  insoluble
compounds  with  the mucous that covers the gills, by damage
to the gill epithelium, or possibly by acting as an internal
poison.   The  sensitivity  of  fish  to  zinc  varies  with
species, age and condition, as well as with the physical and
chemical characteristics of the water.  Some acclimatization
to  the  presence  of  zinc  is  possible.  It has also been
observed that the effects of zinc poisoning may  not  become
apparent  immediately,  so  that  fish  removed  from  zinc-
contaminated to zinc-free water  (after 4-6 hours of exposure
to zinc) may die 48 hours later.  The presence of copper  in
water   may   increase  the  toxicity  of  zinc  to  aquatic
organisms, but the  presence  of  calcium  or  hardness  may
decrease the relative toxicity.

Observed values for the distribution of zinc in ocean waters
vary  widely.   The  major  concern  with  zinc compounds in
marine waters is not one of acute toxicity,  but  rather  of
the  long-term  sub-lethal effects of the metallic compounds
and complexes.   From  an  acute  toxicity  point  of  view,
invertebrate  marine  animals  seem to be the most sensitive
organisms  tested.   The  growth  of  the  sea  urchin,  for
example, has been retarded by as little as 30 ug/1 of zinc.

Zinc  sulfate  has  also  been  found  to  be lethal to many
plants, and it could impair agricultural uses.

With the exception of mercury,  the  metals  used  in  paint
production  are  generally  insoluble  and  the  control  of
suspended solids concentrations will give  adequate  control
of these metals.

There  are  many  different  metals  used in paints and inks
depending on the color   desired.   These  metals,  such  as
boron,  chromium, cadmium, copper, iron, and titanium should
be considered for control on a case-by-case basis  when  the
application  for  a  discharge  permit  is  considered.  The
plants should be asked for a list of the metals they  expect
to discharge.

There  are  possibly  trace  quantities of other organic and
metallic compounds as the carriers are polymerized oils  and
the  pigments  and  extenders  in  many  cases are processed
natural  minerals.    These  are   not   in   sufficient   or
controllable  quantities  so they are not considered at this
time.   This does not preclude reopening the issue if,   at  a
later time, they are identified as problem compounds.
                               49

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                        SECTION VII

              CONTROL AND TREATMENT TECHNOLOGY

                 Paint Formulating industry

The  paint  industry  consists of about 1,500 companies with
about 1,700 plants.  In 1971, total industry employment  was
about  63,000.   Because of the relatively simple technology
and low capital investment required, the  industry  contains
many  small  companies.   About  42 percent of the companies
have  fewer  than  10  employees.   These  small   companies
accounted  for  less than 5 percent of the industry sales in
1967, whereas the four largest companies accounted for about
22 percent of sales and the  largest  50  accounted  for  61
percent (1) .

Although  the  industry  is spread over a large geographical
area, paint plants are, in general,  located  close  to  the
point  of  use because of transportation costs.  This, then,
places most plants in metropolitan areas; and, as such, most
of the plants discharge to municipal systems.   A  check  of
the Refuse Act Permit Program (RAPP)  applications in the ten
EPA  regions  turned  up  only seven plants that had process
wastes going to surface water courses in 1971.  The findings
of the  NFIC-D  survey  of  plants  for  degree-of-treatment
technology are presented in Table VII-1.

As  the  vast  majority  of  the  paint manufacturing plants
discharge to municipal systems, the degree of sophistication
of treatment  is  solely  a  function  of  the  restrictions
applied  by  the  municipal  system.   In  areas  where high
surcharges are placed on BOD5 and  TSS,  there  is  a  trend
toward  strict water conservation and reuse and the disposal
of  paint  wastes  to  landfills.    In   areas   where   no
restrictions  are  imposed, water use is lavish and there is
little or no treatment before discharge (11,12).

The extent of control and treatment technology  reported  by
plants  of  various sizes is shown in Table VII-2.  About 20
percent of all plants generate no wastewater on  a  routine,
daily  basis,  except for sanitary, non-contact cooling, and
boiler blowdown water.  An  additional  22  percent  of  the
plants,   while  generating some wastewater,  do not discharge
wastewater, but control  or  dispose  of  it  by  some  non-
discharge method (1).

Of  the  remaining  58  percent of the plants that discharge
wastewater, 30 percent  treat  all  wastewater,  15  percent
control  or  treat  some of their wastewater, and 13 percent
                              51

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tn
ro
    riant
                                                     TABLE VII-1

                     TREATMENT  TECHNOLOGY  IDENTIFIED IN THE PAINT FORMULATION INDUSTRY (SIC2851)
No. of Employees
      A*            140

      E*             60
      C*             80
      D*            <25

      E              13

      F*           >100
      G              45
      H              15
      I             250
      J    Unknown (20,000 ,ipd production)
      K             100
      L              65
      M             230
      N*          15-20
      0*          15-20

      P*             25

      Q              25
      R            >100
                                               Solyent_3___(0.il_ Based)
                                                                     Treatment Technology
                           Redistilled by commercial plant

                           Redistilled by commercial plant
                           Redistilled by commercial plant
                           Reused in subsequent paint
                             batches
                           Unknown

                           Redistilled
                           Sent to scavenger
                           Redistilled
                           Decanted and reused
                             sludge to landfill
                           Reused in shingle stain

                           Unknovm
                           Redistilled commercially
         —J*-^?]L .^a?£^_5^^1]!5[aJL?J-l
Settled,  sludf.e landfilled,  liquid
   reused
All wastes  drummed  and landfilled
No water  based  production
Washwater reused in industrial
   coatings
Caustic wash  &  reuse system.
   Sludge  is landfilled
Caustic reuse and total recycle
   system.   There are 16 other plants
   in  the  company using total  recycle
   of  washwater.   Sludge is  landfilled

Reused, sludge  to landfill
Used  in product
Sent  to scavenger
Reused or sent  to scavenger
Sent  to scavenger
Sent  to scavenger
Sewer
Settling, then  to sewer.  Sludge
   sent to landfill
Settling, then  to sewer.  Sludge  sent
   to  landfill
Lagoon
Flow  equalization to  sewers,  some
  washwaters reused  in  product
    * Plants visited - other plants contacted by phone.

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                                                                  TABLE VII-2
                                        EXTENT OF CONTROL AND TREATMENT PRACTICED IN PAINT PLANTS-'
                                                                                                  I/
en
Number and percentage of plants
(Categorized by number of employees)

Plants generating
no wastewater
Plants not dis-
charging
wastewater
Plants treating all
wastewater
Plants partially
treating or not dis-
charging wastewater
Plants without
treatment
Total plants
in group
Fewer than 10 10 to 19
No. % No. %

7 28 5 17


6 24 9 30

5 20 10 33


2827

JL 20 _3 10

25 16 29 19
20 to 49
No. %

11 33


12 35

5 15


4 11

_2 _6

34 22
50 to 99
No. %

5 23


4 18

5 23


5 18

_3 L4

22 15
100 to 249 250 or more
No. % No. %

29 15


1515

10 45 10 50


6 27 4 20

__3 14 _4 20

22 15 20 13
Total
No.

31


33

45


23

20_

152

%

20


22

30


15

13

100

-------
discharge without using any  control  or  treatment.   Thus,
about  87  percent  of the plants either do not generate any
wastewater or are treating or controlling at least  some  of
it.

About  a  third of the plants report reduction of wastewater
by reycling or by conservation of water through the  use  of
high-pressure   nozzles  for  cleaning,  self-contained  tub
washers or other conservation  methods.   In  several  small
plants  (less  than  50  employees)   the quantity of cleanup
wastewater  was  found  to   range   from   0.02   to   0.23
liters/liters  (gal./gal.)  of  paint.  Within these plants,
production equipment  and  cleaning  facilities  are  nearly
identical.   The  ten-fold  differences  in washwater volume
generated shows the effect of water conservation  practices.
There was no detectable difference in the cleanliness of the
tubs.   A  comparison  of  two  large plants of nearly equal
capacity showed that one discharges 0.86 liter of waste  per
liter  (gal./gal.)  of product and the second discharges 0.08
liter  of  waste  per  liter  (gal./gal.)  of  product  (2).
Required   conservation   of   water   can  be  attained  by
modification of washing methods, as evidenced by  the  above
examples.

Another method for water reduction is the reuse of washwater
in  products  (2).    This  practice  is  possible under some
conditions.  If the paint formulation for the next batch  is
the  same  or  of a darker color, then the tub may be reused
without washing or a minimum of water can be used to  remove
the  residue  from  the walls of the tub.  Because bacterial
contamination of paint causes reduction of shelf life,  some
producers  are  hesitant to reuse the washwater as they feel
this water would contaminate subsequent batches.   In  other
words,  some  manufacturers  feel  that the replacements for
mercury-based biocides are not dependable.  There is  not  a
consensus  by  industry  members  on  this point.  One manu-
facturer has recently  installed  equipment  to  flocculate,
settle  and filter washwater.  The filtered water is exposed
to ultraviolet radiation to disinfect  the  water  which  is
then  reused  for  paint  manufacture.   Tests are currently
being conducted on a similar system in another paint plant.

One promising method for reducing water usage is the use  of
dry  pick-up  procedures  for  handling  spills  of  the raw
material and of the product. Several plants have plugged all
floor drains and use vacuums to clean the floor area.   This
procedure  also  cuts  down on the accident potential as the
floors are always  dry.   Spills  of  oils  and  paints  are
handled by cleaning up with shovels or squeegees followed by
the use of a dry absorbent to pick up the residue.
                              54

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CONTROL AND TREATMENT TECHNOLOGY

A  general overview of the methods of treatment and disposal
employed by plants of various sizes is  presented  in  Table
VII-3.   Sedimentation  is  the most common treatment method
employed.  This is to be expected in view of the  fact  that
most  plants  discharge  to  municipal  systems  where  some
pretreatment is required.   In  about  half  of  the  plants
employing   sedimentation,  flocculation  is  also  used  to
increase the effectiveness  of  removing  suspended  solids.
Neutralization,  principally  of caustic cleaning solutions,
is employed in at least  eight  plants.   Of  the  remaining
treatment  methods,  no one method is widely employed.  Off-
site disposal, such as landfill, is the most common disposal
method and is practiced in at least  32  plants.   Reuse  of
cleanup  water  in  products  is  practiced  in  at least 26
plants.  At least ten plants evaporate wastewater and  three
more plants use incineration to dispose of wastewater (1).

The  effectiveness  of the treatment methods employed by the
paint industry  is  difficult  to  judge  on  the  basis  of
available  data.  However, the most significant constituents
of paint wastes  are  amenable  to  treatment  by  physical-
chemical (P-C)methods combined with biological treatment for
removal  of biodegradable organics.  As in other industries,
dissolved solids are not treated.

Physical-chemical methods are used by some  plants  to  meet
the   pretreatment   limitations  set  by  state  and  local
agencies.  Briefly, the plants using P-C  treatment  collect
the  flows  in  a  holding tank until sufficient quantity is
obtained to warrant treatment.  If necessary, pH  adjustment
is made before a coagulant (lime, alum or iron salts)  and/or
a  coagulant  aid  (polymer)   is added to the batch which is
then flocculated and settled.  The settled sludge is sent to
a landfill and the clarified water  goes  to  the  municipal
treatment   plant.   Another  variation  of  this  procedure
utilizes a settling  pond  to  obtain  clarification  before
discharge.    One plant follows the addition of the chemicals
by pressurization followed by  atmospheric  release  into  a
combination  settling-flotation basin where the oil froth is
skimmed and the solids are settled before  the  effluent  is
discharged.   Physical-chemical  treatment  methods  can  be
expected to produce an effluent with the following ranges of
characteristics: TSS = 1-150 mg/1; BOD5 = 5-60 mg/1;  COD  =
18-1,400 mg/1.  Metals can be expected to range from 0.01 to
0.1 mg/1 in the treated effluent (13).

Several  plants  now practice no discharge by utilization of
solids separation and  washwater  reuse.  The  washwater  is
                               55

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                                                   TABLE VII-3



                                          WASTEWATER TREATMENT METHODS

                                       EMPLOYED IN THE PAINT INDUSTRY!/
ui
o\
Number of Plants
(Categorized by number of employees)
Treatment method
Sedimentation
Flocculation
Neutralization
Flotation
Aerated lagoon
Filtration
Equalization
Odor control
Activated sludge
Chemical treatment
Unspecified or other
Off-site disposal
Reused in product
Evaporation
Incineration
Fewer
than 10
5
0
0
0
1
0
0
0
0
0
0
3
1
A
0
10 to
19
9
3
1
1
0
1
0
0
0
1
1
5
8
3
0
20 to
49
5
3
0
0
0
0
0
1
0
0
1
7
A
2
2
50 to
99
3
1
2
1
0
0
1
0
0
0
3
9
6
0
0
100 to
249
9
5
3
1
0
1
0
0
0
0
2
5
1
1
0
250 or
more
8
5
2
0
1
0
0
0
1
0
2
3
6
0
1
Total
39
17
8
3
2
2
1
1
1
1
9
32
26
10
3

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 greatly   minimized   and collected  in  a  tank where  the  solids
 are  settled.   The partially clarified water   is  used   as   a
 first  wash  of  the tubs.   This  is followed with a clean rinse
 at   the   end   to remove any residual  solids.  The  solids are
 sent to  a landfill  operation.   Several  other  plants  collect
 all  washwater and send it to landfill operations in  drums.
 One  plant manufacturing water-base industrial coatings has
 no   discharge  as   it   reuses  all  waters in subsequent paint
 batches
The current trend by several water-base paint  manufacturers
is to give the purchaser of paints for home use a wide range
of  paint colors that are mixed in the retail store.  It was
estimated by several medium  to  large  sized  manufacturers
that  they  now produce as high as 90 percent of their trade
sale paint in the tint base form, with the tinting added  in
the  store  at  the time of sale.  This trend is expected to
continue throughout the water-base paint industry.   One ' of
the  most  impressive  water  reuse  systems seen during the
NFIC-D survey was used  by  one  large  paint  manufacturing
company  with  a vertical flow plant.  It was an application
of a commerical caustic tub washer that allowed the cleaning
of either separate paint tubs or the  cleaning  in-place  of
the  piping  and  equipment  on that floor.  The caustic was
reused until spent, then more caustic was added.   The  only
output from the system was a thick sludge with a consistency
of  peanut  butter.   The  cleaned  tubs and mix tanks had a
light powder (spent caustic) on the surfaces but this caused
no product contamination.  The company had plugged all floor
drains and slop sinks within the plant.  Also they collected
any excess water, 380-760 liters (100-200 gal.) per week, and
reused  it   in   product.    They   reported   no   product
contamination.

IDENTIFICATION OF WATER- POLLUTION RELATED
MAINTENANCE AND OPERATIONAL PROBLEMS

There  are several maintenance and operational problems that
are associated with wastewater treatment.   One of  the  most
visible  sources  of  pollution  is  leaking  pumps.  As the
material being pumped in the  paint  industry  is  abrasive,
pump  seals  wear  rapidly.   In plants where maintenance is
adequate, the quantity of paint lost is minimal.

Spill cleanup techniques can greatly affect the quality  and
quantity  of  the  wastewater.    Some plants hose the spills
into the floor drains while others use squeegees and shovels
to pick up the   waste  and  place  it  into  containers  for
discharge  to landfills.  Any residual materials left on the
floor are picked up by an  absorbing  agent.   Although  for
                             57

-------
convenicence some plants wash down dry spills,  a vacuum type
of pickup would keep the materials out of the sewer.

The  general plant cleanup can be accomplished by the use of
vacuums  and  minimum-water-use  floor  scrubbers.   Several
plants  have  covered  all  floor drains and use dry cleanup
techniques to keep from increasing the wastewater load.

There are some plants  that  conserve  water  and  discharge
either no water or very little water per unit of production.
Generally  speaking,  the  plants  using  water conservation
methods were as clean as those with  lavish  uses  of  water
(15).
                                 58

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                  Ink Formulating Industry

In  recent years, there has been a proliferation of inks for
rather specific end uses, such as carbon  paper,  typewriter
ribbons,  textiles,  magnetic  applications as in bank check
processing,  and  conductive  coatings.   Improved  pigments
including  reactive  mixtures and fluorescent dyes have also
been developed.  Specialty inks likely account for  some  20
percent of the 1971 U.S. market.

However, large volume markets continue to be concentrated in
the  four basic classifications:  letterpress, lithographic,
rotogravure and flexographic.  Newsprint  (letterpress)  isr
of  course,  largest  in  volume,  but its low selling price
significantly  offsets  its  dollar  volume.   These   inks,
largely  comprised  of  carbon  black  and mineral oil, have
undergone very little change over the years.

Lithographic  inks  used  in  publications,  packaging   and
commercial  printing  now have a substantially larger dollar
volume  than  letterpress  inks.   The  use  of   web-offset
equipment  in  printing  newspapers and general publications
has accelerated this growth.

In the solvent-base inks, flexographic inks  are  increasing
their  market share at the expense of letterpress.  The inks
dry rapidly, affording efficient operation using  continuous
webs.   Flexographic  inks  are  used  on  corrugated boxes,
transparent films, foils and flexible laminates.

Gravure inks, historically used  to  print  the  newspapers'
Sunday  supplements,  are  now used to print many decorative
consumer  packages  such  as  cereal  cartons,  frozen  food
packaging and soap wrappers.  The printing ink industry is a
large  consumer of pigments due to the increasing demand for
color over the past few years (2).

The industry is almost exclusively located  in  metropolitan
areas, where the market exists.   Because of the proximity to
metropolitan  areas,  the wastes are generally discharged to
municipal sewers.  A check of the RAPP applications  in  the
ten  EPA  regions  failed  to  produce any ink manufacturing
plants that discharge other than cooling  water  to  surface
waters.   Contacts  with  the  industry  have supported this
finding.

As the ink manufacturing plants discharge only to  municipal
systems,  there  is  little  sophistication in the treatment
methods.  The complexity  of  the  treatment  process  is  a
function  of  the  restrictions applied by the municipality.
                             59

-------
In areas where high surcharges are placed on BOD5  and  TSS,
there is a trend toward strict water conservation, reuse and
disposal  of  ink solids to landfills.  In other areas where
no restrictions are imposed, water use is lavish  and  there
is  little or no treatment before discharge.  Treatment con-
sists  of  sedimentation  or  coagulation-sedimentation   to
remove   solids  before  discharge  to  sewers.   Where  the
municipality is very restrictive, plants  have  gone  to  no
discharge of process wastewaters.  Washwater is recycled and
the   solids   are   sent  to  landfills.   Restrictions  on
landfilling are forcing the industry to examine incineration
as a method of reducing the organic content of  the  sludge.
The installation of a tub washer with reuse of the washwater
is  practiced in several plants, and results in no discharge
of process wastewaters  (3,4).

Another method  of  water  reduction  is  in  the  reuse  of
washwater  as  a raw material.  This practice is possible if
the ink formulation for the new batch is the same  or  of  a
darker color.  The tub can be reused without washing or with
a  minimum  of  washing,  or  the  washwater  can be used to
disperse the raw materials in the new  batch.   Some  plants
have  plugged all floor drains and use dry pickup methods to
dispose of spilled ink.

CONTROL AND TREATMENT TECHNOLOGY

Sedimentation is a common treatment method employed  due  to
the  large  numbers  of  plants  discharging  into municipal
sewers with pretreatment requirements.  Flocculation is also
used to increase the  effectiveness  of  removing  suspended
solids.   Neutralization,  principally  of  caustic cleaning
solutions, is employed to some degree.  Of  the  ten  plants
shown  in  Table  VII-U,  all  except two have achieved zero
discharge  of  process  wastewater  pollutants.    Scavenger
pickup  and  disposal was the predominant method found.  The
most promising as far as water conservation is concerned  is
the  recycling  caustic  tub  washer  where  only  sludge is
wasted.

One small ink manufacturer redistills all washwater from his
ink process and uses it as boiler feed water.  In one  plant
the volume of scrub water is greatly minimized and collected
in  a  tank  where  the  solids  are settled.  The partially
clarified water is used to initially wash  the  tubs  and   a
final  clean  rinse  is  used to remove any residual solids.
The  sludge   (3  percent  solids)  is  sent  to  a  landfill
operation.   Several other small plants actually collect all
washwater in  drums  and  send   it  to  landfill  operations
 (3,4,5).
                               60

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                                      TABLE VII- 4
                           TREATMENT TECHNOLOGY DETERMINED  IN
                         THE INK FORMULATING  INDUSTRY  (SIC2893)
       ,      Number                        Treatment Technology
Plant—    of Employees	Solvent Based	Water Based
A

B

C

D
F

G

H

I

J
Drummed and redistilled

Drummed and redistilled

Drummed and recycled

Redistilled


Redistilled
To Sewer

Recycling caustic tub-washer

Drummed and landfilled

Recycling caustic washer, rinse
  water to sewer, sludge to landfill

Total recycling caustic washer,
  excess water from rinses.
  Evaporated with steam.  Sludge to
  landfill.
Scavenger and redistilled

Scavenger and redistilled

Scavenger and redistilled

Scavenger and redistilled   Scavenger picked up

Scavenger and redistilled   Scavenger picked up
Scavenger picked up

Scavenger picked up

Scavenger picked up
a/  Plants A, B. C, D, and E visited.  Others verified by phone or from Chicago
    Metropolitan Sanitary District Board.
                                    61

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-------
                        SECTION VIII
      COST,  ENERGY,  AND OTHER NON-WATER QUALITY ASPECTS

                  Paint Formulating Industry

 OIL-BASE PAINT  PRODUCTION

 Cleanup   of    oil-base  manufacturing  paint   equipment  is
 accomplished  by the use of  solvents  or by  the  use  of  caustic
 solutions.    The solvents   typically   are  flammable   and
 disposal  to  navigable waters or municipal sewers  is  usually
 prohibited.   In addition, the cleaning solvents are   costly
 and   are usually either recovered or sold  to a scavenger for
 recovery.   Caustic  solutions are reused until  spent.

 For those waste materials   considered   to   be   non-hazardous
 where  land  disposal   is the choice for disposal,  practices
 similar to  proper  sanitary  land fill technology  may  be
 followed.   The  principles  set  forth in the   EPA's  Land
 Disposal of Solid Wastes Guidelines  (CFR Title 40,   Chapter
 1;  Part  241)   may be used as  guidance for acceptable  land
 disposal techniques.

 For   those  waste  materials  considered  to   be    hazardous
 disposal will   require special  precautions.   In order  to
 ensure   long-term  protection of public   health   and   the
 environment,  special   preparation  and pretreatment may  be
 required prior  to disposal.    If  land   disposal   is   to  be
 practiced,  these  sites  must not  allow movement of  pollutants
 to  either  ground   or   surface   waters.    Sites   should  be
 selected that have  natural  soil  and  geological conditions  to
 prevent such contamination  or, if such conditions   do  not
 exist,   artidicial   means (e.g.,  liners) must  be provided  £o
 ensure   long-term  protection of   the   environment    from
 hazardous  materials.    where appropriate,  the location  of
 solid   hazardous  materials    disposal   sites  should    be
 permanently  recorded in the  appropriate office of  the legal
 jurisdiction in which the site in located.

 Best practicable  control technology  currently  available   in
 oil-base  paint   manufacturing is  no discharge of wastewater
 pollutants.  If the waste solutions  are  recovered  on  site,
 the  residual  sludge  must   be   adequately disposed of  in a
 landfill.

Treatment levels for  Best  Practicable  Control  Technology
 Currently  Available   (BPCTCA),  Best  Available  Technology
Economically  Achievable  (BATEA),  New  Source  Performance
Standards   (NSPS),  and  Pretreatment  of  New  and Existing
Sources  (NESPS)  for  the  control  of  process  wastes  from
                             63

-------
solvent-base   paint   production  are  all  defined  as  no
discharge of wastewater pollutants to surface waters.   Good
housekeeping,  with  control of spills and leaks,  will allow
all such waste materials to be collected in sumps, placed in
drums, and periodically disposed of in a landfill.

Since the best practicable level of treatment is already  no
discharge  of  process  waste  liquids,  the  added costs of
achieving BPCTCA, BATEA and NSPS are zero.   The  amount  of
plant  modification  and maintenance required to insure good
housekeeping and prevent  leaks  and  spills  from  entering
drains  and  being  discharged  to  surface  waters  can  be
achieved for a negligible cost.

WATER-BASE PAINT PRODUCTION

Best  practicable  treatment  for  those  water-base  plants
discharging to municipal systems is passage of the waste and
rinse  waters through a sump to remove the settleable solids
prior to entry to the sewer.  Best practicable treatment for
plants discharging  to  surface  waters  is  assumed  to  be
settling   to  remove  suspended  solids  and  recycling  of
wastewater

In developing the costs, it has been assumed that  wash  and
rinse  waters  are  generated  at  a  rate of 1 liter per 10
liters of paint produced.

Best Practicable Control Technology Currently
Available (BPCTCA)

The BPCTCA for plants discharging to surface waters  is  the
same  as  that  for  solvent-base paint production, i.e., no
discharge of process wastewater pollutants.  There  are  two
different  technologies for achieving this level of control.
The choice  of  technology  to  minimize  costs  is  greatly
affected by the size of the plant.  Small plants  (total wash
and  rinse  water  volume less than 1,000 liters or 250 gal.
per day) can best  achieve  no  discharge  by  reducing  the
amount  of  wash  and  rinse water and recyling these waters
through an  end-of-pipe  treatment  system.   Larger  plants
 (total  wash  and  rinse  water  volumes  greater than 1,000
liters or 250 gal. per day) can achieve  .no  discharge  more
cheaply  by  installation  of  automatic  mechanical cleanup
systems.

Costs of achieving BPCTCA have been estimated for a  typical
small  plant  with  a  wastewater  volume of 750 liters  (200
gal.)  per  day  and  for  a  typical  large  plant  with  a
wastewater volume of 19,000 liters  (5,000 gal.) per day.
                              64

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 SlMil   Plant — The   small   plant  can  purchase  on  the  market  a
 readymade  complete  system  that is  compact  and   proven  for
 recycling  wash  and   rinse  water.    The system consists of
 three  major elements — a storage  tank,  pumps and  piping,   and
 a  sludge collection tank.  Equipment costs for such  a  system
 for  the   typical small plant would  be about  $10,000 in 1973
 prices.  Installation  costs would  probably run   as   high as
 $7,500.    Sludge  from such a system would accumulate  and be
 removed at the rate of about 1 1/2 drums  per week.    Costs
 for  drum collection and disposal would be about  $12  per drum
 or  $900   per year.  Operation and maintenance of the  system
 could  require at most  2 man days per  month   or   $1,920   per
 year.   Labor is assumed to be $10  per  hour.

 According   to   the   equipment  manufacturers,   additon of
 chemical coagulants is unnecessary with such  a   system.   If
 coagulants were  found  to  be  necessary  for  a particular
 plant,  equipment for addition would  be easily covered  by the
 contingency built into the capital  cost  estimate   and   the
 material   costs  would be inconsequential,  about  $700 per
 year.   Power costs  would be  no  more   than   $10  per   year,
 assuming   a  rate   of  $0.025/KWH.   Table VIII-1 presents  a
 summary of the costs of BPCTCA for a typical  small plant at
 1973 prices.

 The  installation   of  an automatic tub washer instead  of the
 system described above would give  the  capacity to wash up to
 25 tubs of 850 liters  (220 gal.)    capacity  per   eight  hour
 shift.   The  installation  cost   of   this washer is $20,000
 based on actual installation.  The sludge is  collected   and
 sent  to   a landfill.  There is  no liquid discharge  from the
 system.

 Unit costs for this installation are shown in Figure   VIII-1
 for plants producing from  200-5,000 gpd of paint.  The costs
 range from $0.027 to 0.084 per gal.

 For those  companies producing from 760-1,500  liters  (200-400
 gal.)  of  paint per day (1 or 2 batches), the recycle  system
 might not  be practicable .   In that case, a system  to  meet
 the  BPCTCA would be to conserve water  by washing with 19-38
 liters  (5-10 gal.)  of  water per tub as  demonstrated in Table
V-8 and then either reusing it in  subsequent  paint  batches
 or  drumming  the  entire washwater flow and  sending it  to  a
 scavenger  at $12 per drum.   The cost per  gal.  for  sending
 the  wastewater to a scavenger would be from  $0.006 to 0.012
per gal. of paint produced.
L^£2€ Plant — Large plants  should  installing  a  mechanical
automatic  high-pressure  spray-cleaning system, rather than
                             65

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                                01           o           o-o


                                PAINT PRODUCTION  (100 I/day)
                                                                                      o
                                                                                      o
                                                                                01
                                                                                o
                    O
                    O

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                               TABLE VIII-1.

                      WASTEWATER TREATMENT COSTS FOR
                     A SMALL PAINT MANUFACTURING PLANT
                               (1973 DOLLARS)
      Treatment or
   Control Technology
BPCTCA-
BATEA-/
NSPS-^
                                     NESPS-
INVESTMENT
$17,500
                                           $17,500     $17,500
                        $   985
ANNUAL COSTS
  Capital                       1,750
  Depreciation                  1,750
  Operation & Maintenance       1,920
  Energy and Power                 1Q

     TOTAL COSTS              $ 5,430
1,750
1,750
1,920
10
1,750
1,750
1,920
10
100
100
1,400
00
             $ 5,430
            $ 5,430
            $ 1,600
COST PER LITER AT
  7,570 I/day PRODUCTION
$0.0027
$0.0027
$0.0027
$0.0008
COST PER GALLON AT
  2,000 gpd PRODUCTION
$0.0103
$0.0103
$0.0103
$ 0.003
a/ Best Practicable Control Technology Currently Available
b/ Best Available Treatment Economically Achievable
c_/ New Source Performance Standards
d/ New and Existing Source Pretreatment Standards
                               67

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installing the settling-recycle system appropriate  for  the
smaller  plant.   The size of the storage tank necessary for
such a system would occupy too much space and the  operating
costs  would  be  relatively  high.   The  mechanical  spray
system, on the  other  hand,  is  compact,  requires  little
maintenance,  and  typically  can achieve a net reduction in
existing  operating  costs  owing  to  savings  on  cleaning
agents.

Equipment costs for a mechanical automatic rinse-wash system
including  recycle  would  be about $33,700 and installation
costs would be about $21,300 (1973 dollars).   In  terms  of
cleaning  chemicals  and  water consumption, the mechanical-
recycle system would cost no more  than  existing  practices
and,  in  almost  all  cases, would result in an appreciable
savings.  It is assumed, therefore, that these  portions  of
operational costs are zero.  In addition, as the maintenance
time  required for the system would be more than compensated
for by the reduction in cleaning time, no costs are assigned
to maintenance.   The  system  would  be  considerably  more
energy   intensive,  consuming  about  $3,000  per  year  in
electrical power.  Sludge collection and disposal costs  are
estimated  to  be  about  $9,000  per  year.   Table  VIII-2
presents a summary of the costs  of  BPCTCA  for  a  typical
large plant at 1973 prices.

Best	Available	TechnglogY^Economically Achievable (BATEA)
and New Source Performance Standards  (NSPS)

Since BPCTCA is to recycle and have no wastewater discharge,
the  same  technology  applies  for  BATEA  and  NSPS.   The
incremental cost of these technologies above BPCTCA is zero.
Non Water Quality Considerations

The  study  found  no instance where the proposed guidelines
would significantly increase the noise or radiation levels.

The impact  of  the  paint  sludge  on  landfills  would  be
minimal.   The range is from 0.08 m3 (0.1 yd3) each week for
a plant with 2,800 liters per day (750 gpd) paint to 0.8  m3
 (1  yd3)  for a plant with 26,000 liters per day  (7,000 gpd)
production.  Based on the information in  Figure  III-2  the
total  sludge each year to landfills would be between 13,000
and 134,000 m3  (17,000 and 175,000 yd3) if all paint  plants
in the United States were to go to a total recycle system.

In  reality  the  increase  in  sludge disposal to landfills
would be the difference between the quantitiy produced by   a
                                68

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                               TABLE VIII-2.

                      WASTEWATER TREATMENT COSTS FOR
                     A LARGE PAINT MANUFACTURING PLANT
                              (1973 DOLLARS)
      Treatment or
   Control Technology
BPCTCA-''
BATEA-
    c/
NSPS-
NESPS-
INVESTMENT
$55,000
$55,000
$55,000
$ 3,075
ANNUAL COSTS
  Capital                       5,500
  Depreciation                  5,500
  Operation & Maintenance       9,000
  Energy and Power              3, OOP

     TOTAL COSTS              $23,000
5,500
5,500
9,000
3,000
5,500
5,500
9,000
3,000
300
300
10,150
00
             $23,000
            $23,000
            $10,750
COST PER LITER AT
  18,925 I/day PRODUCTION

COSTS PER GALLON AT
  5,000 gpd PRODUCTION
$ 0.005
$ 0.017
$ 0.005
$ 0.017
$ 0.005
$ 0.017
$ 0.002
$ 0.008
a./ Best Practicable Control Technology Currently Available
b/ Best Available Treatment Economically Achievable
c_/ New Source Performance Standards
d/ New and Existing Source Pretreatment Standards
                                69

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total  recycle  wash  system  and  that  quantity  currently
removed in sewage treatment plants.
                               70

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                  Ink Formulating Industry

The  process  wastewaters  requiring  control  in  the   ink
industry  are  the  wash  and rinse solutions resulting from
cleanup.    The   sizes   of   plants,   the   volumes   and
characteristics of wastewaters, and the control technologies
are  basically  the same as those in the paint industry.  As
the equipment and techniques used by the paint industry  are
identical to those used in the ink formulation industry, the
costs  for washing a tub are identical.  The methods used to
develop the cost estimates are presented in Section VIII  of
the  Paint  Industry.  The costs for a small and a large ink
production plant are shown  in  Tables  VIII-3  and  VIII-4,
respectively.

The  installation  of  an  automatic  recycling  tub  washer
capable of washing up to twenty-five  760-liter  (200  gal.)
tubs  per  day  has  been costed under the same installation
conditions as shown in the Paint portion  of  this  section.
Installed  cost  is  $20,000, the cost of chemicals is $0.50
per tub wash.   The  sludge  is  collected  and  landfilled.
There  is  no liquid discharge.  The cost curve is presented
in Figure VIII-2.  The range is from  $0.002  to  0.009  per
pound.

For  very  small  ink  plants producing from 800 to 1,600 kg
(1,800 to 3,600 Ib)  of ink per day, the recycle  system  may
be  too  expensive.   In that case, the 19 to 38 liters (5 to
10 gal.) of washwater per tub could be drummed and sent to a
scavenger at a cost of $12 per drum.  The cost per pound  of
ink would range from $0.0013 to $0.0026.

The  study  found  no instance where the proposed guidelines
would significantly increase the noise or radiation levels.

The impact of ink sludge on landfills would  be  minimal  as
the  range  is from 1.0 to 3.2 kg of ink solids per 1,000 kg
(lb/1,000  Ib)   of  product.   These  quantities  could   be
increased  if  flocculants  were  added.  Assuming no use of
flocculants, the weight of sludge produced would  vary  from
0.1 to 0.32 percent of the weight of ink produced.
                              71

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                                TABLE VIII- 3

                     WASTEWATER TREATMENT COSTS FOR A
                       SMALL INK MANUFACTURING PLANT
       Treatment or
    Control Technology
INVESTMENT
BPCTCA-
$17,500
$17f500
            NSPS-
           NESPS-
$17,500    $   985
ANNUAL COSTS
  Capital
  Depreciation
  Operation and Maintenance
  Energy and Power
1,750
1,750
1,920
10
1,750
1,750
1,920
10
1,750
1,750
1,920
10
100
100
1,400
00
TOTAL ANNUAL COSTS
  5,430
  5,430
  5,430
1,600
COST PER kg AT
  8,200 kg/day PRODUCTION
$0.0025
$0.0025
$0.0025    $0.0007
COST PER POUND AT
  18,000 Ib/day PRODUCTION
$0.0011
$0.0011
$0.0011    $0.0003
a/ Best Practicable Control Technology Currently Available
b/ Best Available Technology Economically Achievable
£/ New Source Performance Standards
d/ New and Existing Source Pretreatment Standards
                                72

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                               TABLE VIII-A

                     WASTEWATER TREATMENT COSTS FOR A
                       LARGE INK MANUFACTURING PLANT
INVESTMENT
Technology

BPCTCA-
$55,000
BATEA-
$55,000
NSPS-
$55,000
NESPS-
$ 3,075
ANNUAL COSTS
  Capital
  Depreciation
  Operation and Maintenance
  Energy and Power

     TOTAL ANNUAL COSTS
5,500
5,500
9,000
3,000
5,500
5,500
9,000
3,000
5,500
5,500
9,000
SjjOOO
300
300
10,150
00
 23,000
 23,000
 23,000
10,750
COSTS PER kg AT
  20,500 kg/day PRODUCTION
$ 0.004
$ 0.004
$ 0.004    $ 0.002
COST PER POUND AT
  45,000 Ib/day PRODUCTION
$0.0019
$0.0019
$0.0019    $0.0009
a./ Best Practicable Control Technology Currently Available
J5/ Best Available Technology Economically Achievable
_£/ New Source Performance Standards
d_/ New and Existing Source Pretreatment Standards
                                       73

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CTQ
                                            INK PRODUCTION (1000 Ibs/doy)
CO
V)
*-*
CD

*
co

CO
CTQ
=5
cu
CO
                                                                                                       CO
                                                                                                       o
o
o
                                             INK  PRODUCTION (100 kg/day)

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                        SECTION IX

         EFFLUENT REDUCTION ATTAINABLE THROUGH THE
   APPLICATION OF THE BEST PRACTICABLE CONTROL TECHNOLOGY
                    CURRENTLY AVAILABLE

INTRODUCTION

The  effluent  limitations which must be achieved by July 1,
1977 are those attainable through  the  application  of  the
Best  Practicable  Control  Technology  Currently  Available
(BPCTCA).  Best  Practicable  Control  Technology  Currently
Available  is  based  upon  the average of the best existing
performance by  plants  of  various  sizes,  ages  and  unit
processes within the industrial category and/or subcategory.
This  average is not based on a broad range of plants within
the paint processing industry, but upon  performance  levels
achieved by exemplary plants.

    Consideration must also be given to:

    a.   The total cost  of  application  of  technology  in
         relation  to  the effluent reduction benefits to be
         achieved from such application;

    b.   The  size  and  age  of  equipment  and  facilities
         involved;

    c.   The processes employed;

    d.   The  engineering  aspects  of  the  application  of
         various types of control techniques;

    e.   Process changes; and

    f.   Non-water quality environmental  impact  (including
         energy requirements).

Also,   Best   Practicable   control   Technology  Currently
Available emphasizes treatment facilities at the  end  of  a
manufacturing  process  but  includes  control  technologies
within the process itself when the latter are considered  to
be normal practice within an industry.

A  further  consideration  is  the  degree  of  economic and
engineering reliability which must be  established  for  the
technology  to  be  "currently  available."   As a result of
demonstration projects, pilot plants and general use,  there
must  exist  a  high degree of confidence in the engineering
and economic practicability of the technology at the time of
                                75

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commencement of construction or installation of the  control
facilities.

EFFLUENT REDUCTION ATTAINABLE THROUGH THE
APPLICATION OF THE BEST PRACTICABLE CONTROL
TECHNOLOGY CURRENTLY AVAILABLE

                 Paint Formulating Industry

Based  on  the information contained in Sections III through
VIII of this document, a determination has been made of  the
degree   of   effluent   reduction  attainable  through  the
application  of  the  Best  Practicabe  Control   Technology
Currently Available for the paint formulating industry.  The
           limitations  are  for  no  discharge  of  process
wagtewater pollutants to navigable waters.

                  Ink Formulating Industry

Based on the information contained in Sections  III  through
VIII  of this document, a determination has been made of the
degree  of  effluent  reduction   attainable   through   the
applicaion   of  the  Best  Practicable  Control  Technology
Currently Available for the ink manufacturing industry.  The
§£fly§2fe  limitations  are  for  no  discharge  of   process
wastewater pollutants to navigable waters.

Identification, of _the Best Practicable Control
Technology ^Currently Available

In-plant  control  measures as well as end-of~pipe treatment
techniques  contribute  to  the  best  practicable   control
technology currently available, although emphasis is on end-
of-pipe  treatment.   Water  recycle  and reuse will tend to
reduce the cost of end-of-pipe treatment facilities.

The Best Practicable Control Technology Currently  Available
for  the  paint formulating industry and the ink formulating
industry is no discharge of process wastewater pollutants to
receiving streams.  This can be  accomplished  in  part  for
oil-base  manufacturers  through redistillation and reuse of
solvents utilized in tub washing, with  solids  disposal  to
landfill.   Water-base  paint  and ink formulators can treat
washwaters  by  sedimentation,  with  solids   disposal   to
landfill  and  recycling  of  treated  effluent  to the wash
cycle.   Additionally,  both  types  of  manufacturers   can
implement the following practices:

    a.   Improved maintenance of  pumps  to  reduce  product
         loss.
                               76

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    b.   Utilization  of  dry  or  minimum-water-use   floor
    cleanup procedures for removal of spills and for general
         housekeeping.

An alternative technology for both oil- and water-base paint
and  ink  formulators  is  the  use  of an automatic washing
system which consists of utilization of a caustic  solution,
solid  separation, and reuse of the caustic in the next wash
cycle.  Solids disposal is to landfill.  This technology  is
currently  being  practiced  in  at least one plantr (14) (15)
paint] [ (3) (4) ink].
                              77

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                 Paint Formulating Industry

Total Cost of Application

As there are between 1 and 30 plants that  possibly  can  be
affected  by BPCTCA the total capital cost to industry would
range from $17,000-55,000  to  a  maximum  total  figure  of
$510,000-1,650,000  for  varying  combinations  of large and
small plants (Table VIII-1 and VIII-2).

Size and Age of Equipment

The size of the paint formulating plant  would  have  little
effect   on  the  control  technology  applied.   Since  the
equipment  used  in  paint  formulating  has   not   changed
appreciably  over the years, the age of the equipment is not
a basis  for  differentiation  in  the  application  of  the
control technology.

Process^ Employed

There is no essential difference in methods of making water-
and  oil-base paints.  Larger plants may use gravity flow or
pumping  to  transfer  paints  where  the   small   operator
mechanically moves the paint tub from station to station.

The  treatment process that appears to be most acceptable is
the use of a caustic washer capable of  cleaning  all  tanks
and pipes in place.  The washer is connected to the tanks by
quick  connect hose coupling.  The paint solids and  reacted
caustic  are  collected  in  a  settling  tank  and  removed
periodically as a thick sludge.  The final rinse water makes
up  for  the  water  lost  in  the  sludge.   For  small tub
operations, the washer has attachments that allow the tub to
be cleaned while on the work floor.

Engineering Aspects

The technology required to meet BPCTCA has been demonstrated
by several plants in the industry (15).

Process chancres

No major changes are expected in the formulation of  paints.
Any  minor  changes  would  reflect  water  conservation and
possible reuse of wastewater in the product.
                                78

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Non-Water Quality Environmental Impact

There is  no  evidence  that  application  of  this  control
technology   will   result  in  any  unusual  air  pollution
problems, either in kind or magnitude.  The energy  required
to  apply  this  control  technology represents only a small
increment of the present total  energy  requirements  of  the
industry.   Solid  waste  control must be considered.  Solid
residue and sludge are potential  probelms  because  of  the
need  for  periodic  disposal.   Solid waste must be handled
properly to assure that no landfill or  associated  problems
develop.   Best  practicable  control  technology  and  best
available control  technology,  as  they  are  known  today,
require disposal of the pollutants removed from waste waters
in  this  industry  in  the  form of solid wastes and liquid
concentrates.   In  most  cases  these   are   non-hazardous
substances  requiring only minimal custodial care.  However,
some constituents may be hazardous and may  require  special
consideration.   In  order to ensure long term protection of
the   environment   from   these   hazardous   or    harmful
constituents,  special  consideration of disposal sites must
be made.  All landfill sites where such hazardous wastes are
disposed should be selected so  as to prevent horizontal  and
vertical  migration  of  these  contaminants  to  ground  or
surface waters.  In cases where geologic conditions may  not
reasonably   ensure   this,   adequate   precautions  (e.g.,
impervious liners)  should  be   taken  to  ensure  long  term
protection  of  the  environment  from  hazardous materials.
Where appropriate,  the location of solid hazardous materials
disposal  sites  should  be  permanently  recorded  in   the
appropriate  office  of  the legal jurisdiction in which the
site is located.
                                79

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                  Ink Fornvul at ing Industry

                 Total Cost_of Application

As there are only a few permit applications  requesting  the
discharge  of  product  wastes,  there  would appear to be a
minimal economic effect on the industry.

Size^and Age of Equipment

The size of the  ink  manufacturing  plants  would  have  no
effect  on  the  control technology applied.  The age of the
equipment  is  not  a  basis  for  differentiation  in   the
application of the control technology.

Process Employed

Containment  of  all  process wastewaters can be achieved by
the use of automatic washing equipment and the reuse of  the
wastewater for washing or for formulating product or, in the
case  of  small plants, by drumming the wastes and disposing
of them by landfill.

Engineering^Aspects

The technology required to meet BPCTCA has been demonstrated
by several plants in the industry  (3,4).

Proce ss mChanges

No major changes are expected in the  manufacture  of  inks.
Any  minor  changes  would  reflect  water  conservation and
possible reuse in the product.

Non-water Quality Environmental Impact

There is  no  evidence  that  application  of  this  control
technology will result in any unusual air pollution or solid
waste  disposal  problems, either in kind or magnitude.  The
costs of avoiding problems in these areas are not excessive.
The  energy  required  to  apply  this  control   technology
represents  no  significant  increase  of  the present total
energy requirements of the industry.

Best  practicable  control  technology  and  best  available
control   technology  require  disposal  of  the  pollutants
removed from wastewaters in the form  of  solids.   In  most
cases,  these  are  non-hazardous  substances requiring only
minimal custodial care.  However,  some constituents  may  be
hazardous  and  may require special consideration.  In order
                             80

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to ensure long-term protection of the environment from these
hazardous or harmful constituents, special consideration  of
disposal  sites must be made.  All landfill sites where such
hazardous wastes are disposed should be selected  so  as  to
prevent   horizontal   and   vertical   migration  of  these
contaminants to ground or surface waters.

In cases where geologic conditions may not reasonably ensure
this, adequate precaution (e.g. impervious liners) should be
taken to ensure long-term protection to the environment from
hazardous materials.  Where  appropriate,  the  location  of
hazardous  materials  disposal  sites  should be permanently
recorded in the appropriate office of the legal jurisdiction
in which the site is located.
                                81

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                         SECTION X

         EFFLUENT REDUCTION ATTAINABLE THROUGH THE
        APPLICATION OF THE BEST AVAILABLE TECHNOLOGY
                  ECONOMICALLY ACHIEVABLE

INTRODUCTION

The effluent limitations which must  be  achieved  no  later
than  July  1,  1983 are not based on an average of the best
performance  within  an  industrial  subcategory,  but   are
determined   by   identifying  the  very  best  control  and
treatment technology employed by  a  specific  point  source
within  the  industrial  category  or subcategory, or by one
industry where it is readily  transferable  to  another.   A
specific  finding  must  be  made  as to the availability of
control measures and practices to eliminate the discharge of
pollutants,  taking  into   account   the   cost   of   such
elimination.

    Consideration must also be given to:

    a.   The age of the equipment and facilities involved;

    b.   The process employed;

    c.   The  engineering  aspects  of  the  application  of
         various types of control techniques;

    d.   Process changes;

    e.   The  cost  of  achieving  the  effluent   reduction
         resulting from application of the technology;

    f.   Non-water quality environmental  impact   (including
         energy requirements).

In   addition.   Best   Available   Technology  Economically
Achievable emphasizes in-process controls as well  as control
or additional treatment techniques employed at  the  end  of
the production process.

This level of technology considers those plant processes and
control  technologies which, at the pilot plant, semi-works,
or  other  level,  have  demonstrated   both   technological
performance  and economic viability at a level sufficient to
reasonably justify investing in such facilities.   It is  the
highest  degree of control technology that has been achieved
or has been demonstrated to be capable of being designed for
plant scale operation up to and including "no discharge"  of
                               83

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pollutants.   Although  economic  factors  are; considered in
this development, the costs for this level  of  control  are
intended  to  be  the top-of-the-line of current technology,
subject to limitations imposed by economic  and  engineering
feasibility.  However, there may be some technical risk with
respect  to  performance  and  with  respect to certainty of
costs.  Therefore, some  industrially-sponsored  development
work may be needed prior to its application.

EFFLUENT REDUCTION ATTAINABLE THROUGH THE
APPLICATION OF THE BEST AVAILABLE TECHNOLOGY
ECONOMICALLY ACHIEVABLE

                 Paint Formulating Industry

The  effluent reduction attainable for the paint formulating
industry through  the  application  of  the  Best  Available
Technology  Economically  Achievable  is  the same as BPCTCA
which is no discharge of process  wastewater  pollutants  to
navigable  waters,  as developed in Section IX.  There is no
incremental increase in costs of BATEA over BPCTCA.

                  Ink FormulatingIndustry

The effluent reduction attainable for the ink  manufacturing
industry  through  the  application  of  the  Best Available
Technology Economically Achievable is  the  same  as  BPCTCA
which  is  no  discharge of process wastewater pollutants to
navigable waters, as developed in Section IX.  There  is  no
incremental cost of BATEA over BPCTCA.
                               84

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                         SECTION XI
              NEW SOURCE PERFORMANCE STANDARDS
INTRODUCTION
The  effluent  limitations  that  must  be  achieved  by new
sources are termed performance standards.   The  New  Source
Performance   Standards   apply  to  any  source  for  which
construction starts after the publication  of  the  proposed
regulations   for   the  Standards.   The  Standards  become
effective upon start-up of the new  source.   The  Standards
are determined by adding to the consideration underlying the
identification  of  the  Best Practicable Control Technology
Currently Available a determination of what higher levels of
pollution control are available through the use of  improved
production  processes and/or treatment techniques.  Thus, in
addition to considering the best in-plant and end-of-process
control technology, New  Source  Performance  Standards  are
based  on  an  analysis  of how the level of effluent may be
reduced  by  changing   the   production   process   itself.
Alternative    processes,   operating   methods   or   other
alternatives are considered.  However, the end result of the
analysis is to identify  effluent  standards  which  reflect
levels  of  control  achievable  through the use of improved
production processes (as well as control technology), rather
than prescribing a particular type of process or  technology
which  must  be  employed.   A further determination made is
whether a standard permitting no discharge of pollutants  is
practicable.

    Consideration must also be given to:

    a.   Operating methods;

    b.   Batch, as opposed to continuous, operations;

    c.   use of alternative raw materials and mixes  of  raw
         materials;

    d.   Use of dry rather  than  wet  processes   (including
         substitution of recoverable solvents for water);

    e.   Recovery of pollutants as byproducts.

EFFLUENT REDUCTION ATTAINABLE FOR NEW SOURCES

                 Paint Formulating Industry

The effluent reduction attainable for  new  sources  in  the
paint formulation industry is the same as BPCTCA which is no
                               85

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discharge  of  process  wast.ewat.er  pollutants  to navigable
waters, as developed in Section IX.

                  Ink Formulating^Industry

The effluent reduction attainable for new sources in the ink
formulation industry is the  same  as  BPCTCA  which  is  no
discharge  of  process  wastewater  pollutants  to navigable
waters, as developed in Section IX.
                              86

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                        SECTION XII

                       ACKNOWLEGMENTS
This report was prepared  by  the  Environmental  Protection
Agency's  XXXX  Branch  of the National Field Investigations
Center, Denver Colorado,  under  the  Management  of  Thomas
Gallagher,  Director,  Art Masse, Project Manager, Lee Reid,
Project Engineer, and Robert  King,  Project  Engineer  made
significant contributions to the preparation of this report.

David Becker, Project Officer, Effluent Guidelines Division,
contributed  to  the  overall coordination of this study and
assisted in the preparation of this report.

Allen Cywin, Director, Effluent Guidelines  Division,  Ernst
P.  Hall,  Deputy  Director,  Effluent  Guidelines Division,
Walter  J.  Hunt,  Chief,  Effluent  Guidelines  Development
Branch offered guidance and helpful suggestions.

Members   of   the  Working  Group/Steering  Committee   who
coordinated the internal EPA Review are as follows:

    Walter J. Hunt, EGD  (Chairman)
    David Becker, EGD  (Project Officer)
    Art Masse, NFIC - Denver  (Project Manager)
    Lee Reid, NFIC - Denver
    Robert King, NFIC - Denver
    Herbert Shovronek, NERC - Cincinnati  (Edison)
    Richard Stevenson, OPE
    Courtney Riorden, OEGC, Washington
    Jules Cohen, NFIC - Denver
    William Swithy, OTS, Washington
    Carol Wills, OEGC - Denver
    Matt Straus, OSWMP - Washington
    Irving Dzikowski, Region V - Chicago
    Alfred Galli, Region VI - Dallas
    John Dale, ESED - Durham

Acknowledgement and appreciation is given to the secretarial
staff for their efforts in the preparation of this report.

    Brenda Holmone, Effluent Guidelines Division
    Nancy Zrubek, Efffluent Guidelines Division
    Marsha O'Connor, NFIC - Denver

Special recognition is due the National  Paint  and  coating
Association,   the   Federation   of   Societies  for  Paint
Technology,  the  National  Association  of   Printing   Ink
                              87

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Manufacturers, the East Bay Municipal Utilities District and
the  Metropolitan  Sanitary  District of Greater Chicago for
their  role  in  facititating  contact  with  representative
segments of the industry and many other contributors.

Appreciation  is  extended  to  the following companies that
participated in the study:

    Boysen Paints
    Celanese Coatings Company
    Crosby Forest Products Company
    DeSoto Inc.
    Dixie - O»Brien Corporation
    Exxon Chemical Company
    Flecto Corporation
    Frank Dunne Company
    Inmont Corporation
    Morwear Paint Company
    Porter Paints
    Sherwin Williams Company
    Sinclair - Valentine Inks
    Sun Chemical Corporation
    Tenneco Chemical Inc.
                                 88

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                        SECTION XIII

                         REFERENCES

                 Paint Formulating Industry
1.  Barrett, W. J.,  Mooneau,  G.  A.,  and  Rodig,  J.  J.,
    "Waterborne  Wastes  of the Paint and Inorganic Pigments
    Industries," Southern  Research  Institute,  Birmingham,
    Alabama, July, 1973,  EPA 670/2-74-030.

2.  Environmental  Protection  Agency,  "Field   Notes   and
    Chemical   Analyses   -   Survey   of   Paint   and  Ink
    Manufacturers  in  Oakland,  California,"  collected  by
    National  Field Investigations Center, Denver, Colorado,
    October, 1973.

3.  Hine, W. R., "Disposal of Waste  Solvents,"  Journal  of
    Paint Technology, U3  (558):75-78, July, 1971.

4.  Williams, Rodney, "Latex Wastes  and  Treatment,"  Paper
    presented  at  the  meeting  of the Golden Gate Section,
    National Paint and Coatings Association, San  Francisco,
    California, June, 1972.

5.  Environmental Protection Agency,  "Development  Document
    for  Proposed  Effluent  Limitaitons  Guidelines and New
    Source Performance Standards for  the  Synthetic  Resins
    Segment   of   the   Plastics  and  Synthetic  Materials
    Manufacturing Paint Source Category," Washington,  D.C.,
    August, 1973.

6.  Bruhns, F., "The Paint Industry  vs.  Water  Pollution,"
    Paint and Varnishing Production, May, 1971, pp. 35-39.

7.  Lederer, S. J. and  Goll,  M.,  "The  Mercury  Problem,"
    Paint and Varnish Production^ October, 1972, pp. 4U-49.

8.  Mann, A.,  "Mercury Biocides:  Paint's Problem Material,"
    Paint and Varnish Production, March, 1971, pp. 26-35.

9.  Yazujian,  D., "Chemicals  in  Coatings,"  Chemical  Week^
    October, 1971, pp. 35-51.

10. Mann, A.,  "1972 Review-1973 Forcast," Paint and  Varnish
    Production, July 1973, pp. 23-36.
                                89

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11. Larsen, D., Kunel, K., "COD Solids Removal  Exceeds  905S
    in  Effluent  From Coatings Plant," Chemical Processing,
    January, 1971, pp. 16-17.

12. Maas, W., "solid Waste Disposal and Organic  Finishing,"
    Metal Finishing. March, 1972, pp. 44, 45, 49.

13. Desoto Corporation, Desoto Waste  Treatment  System  for
    Latex Paint Wastes, Chicago, Illinois.

14. Reid, L. C., "Memorandum to Record,"  (Specifying  Plants
    Attaining  No discharge of Process Wastewater to Surface
    Waters),   National   Field    Investigations    Center,
    Environmental   Protection   Agency,  Denver,  Colorado,
    December, 1973 - January, 1974.

15. Reid, L. C., and Masse, A., "Trip Reports,"  (Paint  and
    Ink  Plants in Chicago, Illinois and Oakland, California
    Areas),   National    Field    Investigations    Center,
    Environmental   Protection   Agency,  Denver,  Colorado,
    December, 1973 - January, 1974.

16. "Water Quality  Criteria,  1972,"  National  Academy  of
    Sciences  and  National  Academy  of Engineering for the
    Environmental Protection Agency, Washington,  D.C.  1972
    (U.S. Government Printing Office Stock No. 5501-00520)
                                90

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                         REFERENCES

                  INK FORMULATING INDUSTRY
1.   Environmental Protection Agency,  "Development  Document
    for  Proposed  Effluent  Limitations  Guidelines and New
    Source Performance Standards for  the  Synthetic  Resins
    Segment   of   the   Plastics  and  Synthetic  Materials
    Manufacturing Point Source Category," Washington,  D.C.,
    August, 1973.

2.   Williams, Alex, "Printing Inks," Noyes Data Corporation,
    Parkridge, N.J., 1972.

3.   Reid, L. C., "Memorandum to Record," (Specifying  Plants
    Attaining  No Discharge of Process Wastewater to Surface
    Waters),   National   Field    Investigations    Center,
    Environmental   Protection   Agency,  Denver,  Colorado,
    December, 1973 - January, 1974.

U.   Reid, L. C., and Masse, A., "Trip Reports,"   (Paint  and
    Ink  Plants in Chicago, Illinois and Oakland, California
    Areas),   National    Field    Investigations    Center,
    Environmental   Protection   Agency,  Denver,  Colorado,
    December, 1973 - January, 1974.

5.   King,   Robert,   "Trip    Report,"    National    Field
    Investigations  Center, Environmental Protection Agency,
    Denver, Colorado, November, 1973.

6.   "Water Quality  Criteria,  1972,"  National  Academy  of
    Sciences  and  National  Academy  of Engineering for the
    Environmental Protection Agency, Washington, D.C.  1972,
    (U.S. Government Printing Office Stock No. 5501-00520).
                              91

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                        SECTION XIV

                          GLOSSARY
DEFINITIONS

Ball   Mill   —   A  horizontal  mounted  cylindrical  tank
containing steel or ceramic balls that reduce particle  size
of materials when the tank is rotated.

Binder  —  That  component  of  a  coating that contributes
primarily to the adhesive and  cohesive  properties  of  the
coating.

liocheinicjii  Oxygen  Demand  (BOD5)  — The amount of oxygen
required by microorganisms  while  stabilizing  decomposable
organic  matter under aerobic conditions.  The level of BOD5
is usually measured as the demand for oxygen over a standard
five-day period.  Generally expressed as mg/1.

Biocide — Chemical toxic to biological life.

Biological Inhibitor — Chemical that inhibits  or  disrupts
biological processes.

Carbon  Black — Finely divided carbon obtained by burning a
gas in an oxygen deficient combustion chamber.   The  carbon
is mixed with oils to produce certain inks.
Chemical  Oxygen  Demand  (COD) — A measure of the amount of
organic matter which can be oxidized to carbon  dioxide  and
water  by  a strong oxidizing agent under acidic conditions.
Generally expressed as mg/1.

Cleavage — That quality of paint or ink left on  the  sides
of production tanks after the product is removed.

pisperser  —  Mixing  machine  that  acts  to  disperse the
components of paint or ink.

Dispersing Agent — A reagent that is  compatible  with  the
solvent  and  holds  finely  divided matter dispersed in the
solvent.

Esterification — The formation of an ester  by  elimination
of water between an acid and an alcohol.

Extender  —  Clays  and silicates used to give opacity to a
coating.
                                93

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ZaMicide — Chemical used to inhibit growth of fungus.

Laccjuer — A solution in an organic solvent of a natural  or
synthetic  resin,  a  cellulose  ester  or a cellulose ester
together  with  modifying  agents,  such  as   plasticizers,
resins, waxes, and pigments.

M^ex  —  Aqueous  colloidal disperson of rubber or rubber-
like substances.

Oil-Base — Paints or inks that use oils or  resins  as  the
prime vehicle.

pH  — The reciprocal logarithum of the hydrogen ion concen-
tration in wastewater expressed as a standard unit.

Phys ical-Chemical —  The  method  of  treating  wastewaters
using   combinations   of   the  processes  of  coagulation,
Sedimentation, carbon absorption, electrodialyses or reverse
osmosis.

Picjinent — The colorant used to give  paints  and  inks  the
desired hue and color.

Process  Wastewater  —  Any  water  subsequently discharged
directly or indirectly, as through municipal sewers, to  the
environment  in  a  liquid  phase  which  (1)  came in direct
contact with raw materials, intermediates or final  products
or  (2)  was  utilized  in  cleanups  of  the  manufacturing
equipment or area.

Resin — Any class of solid or semi-solid  organic  products
of  natural or synthetic origin, generally of high molecular
weight with no definite melting point.

E2ii Mills — Machines with close-tolerance adjustable metal
rolls used to disperse and grind pigments to a certain  con-
sistency and size.

Total  Suspended Solids (TSS)  — Solids that eigher float on
the surface of, or are in suspension in, water and which are
largely removable by filtering or sedimentation.
        — A  fluid  that  dries  in  contact  with  air  by
evaporation of its volatile constituents by the oxidation of
its  oil  and  resin  ingredients  or  by  both methods to a
continuous protective coating when spread upDn a surface  in
a thin film.
                                94

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 Water-Base  —   Paints  or  inks that use water as the prime
 vehicle
 SYMBOLS

 gal.

 gm

 gpd



 gpm




 kg

 kg/day

 1

 1/m


 Ib/day

 m



 m^/day



 mgd




mg/1

TOC
 volume  in  gallons  =  3.785  liters

 weight  in  grams  =  0.03527  ounces

 flow rate  in  gallons  per day   =   3.785   x
 10~3 cubic meters  per day

 flow rate  in  gallons  per minute =  0.0631
 liters  per   second   or  3.785 liters per
 minute

 weight  in  kilograms = 2.205 pounds

 mass flow  rate in  kilograms per day

 volume  in  liters = 0.2642  gallons

 flow rate  in  liters per minute

 mass flow  rate in  pounds per day

 length  in  meters = 3.281   feet  or  1.094
 yards


 flow rate  in  cubic meters  per  day = 264.2
 gallons per day


 flow rate  in  million gallons  per   day  =
 3,785   cubic  meters per day =  43.7  liters
 per second

concentration in milligrams per liter

total organic carbon
                               95

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                                    TABLE XIV-1
                                   METRIC TABLE
                                 CONVERSION TABLE
MULTIPLY (ENGLISH UNITS)

    ENGLISH UNIT      ABBREVIATION
acre                    ac
acre - feet             ac ft
British Thermal
  Unit                  BTU
British Thermal
  Unit/pound            BTU/lb
cubic feet/minute       cfm
cubic feet/second       cfs
cubic feet              cu ft
cubic feet              cu ft
cubic inches            cu in
degree Fahrenheit       °F
feet                    ft
gallon                  gal
gallon/minute           gpm
horsepower              hp
inches                  in
inches of mercury       in Hg
pounds                  Ib
million gallons/day     mgd
mile                    mi
pound/square
  inch (gauge)          psig
square feet             sq ft
square inches           sq in
ton (short)             ton
yard                    yd
          by                TO OBTAIN (METRIC UNITS)

     CONVERSION   ABBREVIATION   METRIC UNIT
       0.405
    1233.5

       0.252
ha
cu m

kg cal
0.555
0.028
1.7
0.028
28.32
16.39
0.555(°F-32)*
0.3048
3.785
0.0631
0.7457
2.54
0.03342
0.454
3,785
1.609
kg cal/kg
cu m/nin
cu m/min
cu m
1
cu cm
°C
m
1
I/sec
kw
cm
atm
kg
cu m/day
km
(0.06805 psig +1)*  atm
       0.0929       sq m
       6.452        sq cm
       0.907        kkg
       0.9144       m
hectares
cubic meters

kilogram - calories

kilogram calories/kilogra
cubic meters/minute
cubic meters/minute
cubic meters
liters
cubic centimeters
degree Centigrade
meters
liters
liters/second
killowatts
centimeters
atmospheres
kilograms
cubic meters/day
kilometer

atmospheres (absolute)
square meters
square centimeters
metric ton  (1000 kilograr
meter
  Actual conversion, not a multiplier
                                            96

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