DEVELOPMENT  DOCUMENT FOR
             EFFLUENT LIMITATIONS GUIDELINES
          AND NEW SOURCE PERFORMANCE STANDARDS
                         FOR THE
FISH MEAL,  SALMON, BOTTOM FISH, CLAM, OYSTER,  SARDINE,
     SCALLOP,  HERRING, AND  ABALONE SEGMENT OF  THE
              CANNED AND PRESERVED FISH AND
               SEAFOOD PROCESSING INDUSTRY
                  POINT SOURCE CATEGORY
                    Russell  E.  Train
                      Administrator

                  Andrew W.  Breidenbach, Ph. D.
             Acting Assistant Administrator
            for Water and Hazardous Materials
                                  HI
                                  o
                       Allen Cywin
        Director, Effluent  Guidelines Division
                    Elwood  H.  Forsht
                     Project Officer
                     September 1975
              Effluent Guidelines Division
        Office of Water and Hazardous Materials
          U.  S. Environmental Protection Agency
                Washington,  D.  C.  20460
           For sale by tho Superintendent of Documents, U.S. Government Printing Office
                     Washington, D.0.20402 - Price $6.65

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                            ABSTRACT
This document presents -the findings of an extensive study of  the
fish  meal,  salmon, bottom fishy clam, oyster, sardine, scallop,
herring, and abalone segment of the canned and preserved fish and
seafood processing industry  of  the  United  States  to  develop
effluent limitations for point source and new source standards of
performance  in order to implement Sections 30t(b)  and 306 of the
Federal Water Pollution Control Ac% Amendments of 1972 (the Act) .


Effluent limitations 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  a  degree  of  effluent  reduction which is
achievable  through  the  application  of  the   best   available
demonstrated  control technologyf processes, operating methods or
other alternatives.   The  regulations  are  based  on  the  best
identified  primary  or  physical-chemical  treatment  technology
currently available for discharge into navigable water bodies  by
July  1,  197"?  and  for  new source performance standards.  This
technology is generally  represented  by  fine  screens  and  air
flotation.   The  regulations  for  July 1, 1983 are based on the
best identified physical-chemical and secondary treatment and in-
plant control as represented by significantly reduced  water  use
and  enhanced treatment efficiencies in existing systems, as well
as new systems.  This technology is generally represented by  air
flotation, aerated lagoons, or activated sludge.

Supportive  data  and  rationale  for development of the effluent
limitations and standards of performance are  contained  in  this
report.
                               iii

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                          CONTENTS

Section                                                  Page

    I   CONCLUSIONS                                       1

   II   RECOMMENDATIONS                                   3

  III   INTRODUCTION                                     13

             PURPOSE AND AUTHORITY                       13

             SCOPE OF STUDY                              14

             INDUSTRY BACKGROUND                         15

             INDUSTRIAL FISHES                           28

             FINFISH                                     33

             SHELLFISH                                   49

   IV   INDUSTRY CATEGORIZATION                          61

             INTRODUCTION                                61

             FISH MEAL PRODUCTION                        66

             SALMON CANNING                              77

             FRSSH AND FROZEN SALMON                     86

             BOTTOM FISH AND MISCELLANEOUS  FINFISH  "    }QQ

             SARDINE CANNING                             119

             HERRING FILLETING                           132

             CLAMS                                       1 37

             OYSTERS                                     -|45

             SCALLOPS                                    152

             ABALONE                                     154

    V   WASTE CHARACTERIZATION                           171

             INTRODUCTION
             FISH MEAL PROCESS WASTEWATER CHARAC-
             TERISTICS                                   174

             SALMON CANNING PROCESS WASTEWATER         .188

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    Section                                                      Page


             CHARACTERISTICS                                     188

             FRESH/FROZEN SALMON PROCESS WASTEWATER
             CHARACTERISTICS                                     198

             BOTTOM FISH AND MISCELLANEOUS FINFISH
             WASTEWATER CHARACTERISTICS                          204

             SARDINE CANNING PROCESS WASTEWATER
             CHARACTERISTICS                                     227

             HERRING FILLETING PROCESS WASTEWATER
             CHARACTERISTICS           .                          234

             CLAM PROCESS WASTEWATER CHARACTERISTICS             239

             OYSTER PROCESS WASTEWATER CHARACTERISTICS           253

             SCALLOP FREEZING PROCESS WASTEWATER
             CHARACTERISTICS                                     260

             FRESH/FROZEN ABALONE PROCESS WASTEWATER
             CHARACTERISTICS                                     261

           DETERMINATION OF SUBCATEGORY SUMMARY DATA            274

  VI   SELECTION OF POLLUTANT PARAMETERS              ;          281

           WASTEWATER PARAMETERS OF POLLUTIONAL
           SIGNIFICANCE                                         281

           ANALYTICAL QUALITY CONTROL METHODS                   296

           PARAMETER ESTIMATION ANALYSIS                        301

 VII   CONTROL  AND TREATMENT TECHNOLOGY                         313

           IN-PLANT CONTROL TECHNIQUES AND PROCESSES            313

           IN-PLANT CONTROL RELATED TO SPECIFIC
           PROCESSES                                            325

           END-OF-PIPE CONTROL TECHNIQUES AND
           PROCESSES                                            330

VIII   COST, ENERGY, AND NON-WATER QUALITY ASPECTS
       SUMMARY                                                   377

 ' IX   BEST  PRACTICABLE CONTROL TECHNOLOGY CURRENTLY
       AVAILABLE,  GUIDELINES AND LIMITATIONS                    437

   X   BEST  AVAILABLE TECHNOLOGY ECONOMICALLY
       ACHIEVABLE, GUIDELINES AND LIMITATIONS                   443

                              V1

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Section                                                            Page


  XI   NEW SOURCE PERFORMANCE STANDARDS AND
       PRETREATMENT STANDARDS                                    449

 XII   ACKNOWLEDGMENTS                                            455

XIII   REFERENCES                                                 457

 XIV   GLOSSARY                                                   461

       APPENDIX A;  Bibliography - Air Flotation Use
                    Within the Seafood Industry                  475

       APPENDIX Bs  Bibliography - Air Flotation Use
                    Within the Meat and Poultry
                    Industry                                     479

       APPENDIX Cs  List  of Equipment Manufacturers              481
                                vli

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                           FIGURED

Number                                .. . .                Page

   1   Total U.S. supply of fishery products              18
       1960-1972

   2   Location and commodities sampled in the
       contiguous United States                   "        20

   3   Alaska region locations and'commodities sampled    21

   1   Northwest region locations and commodities
       sampled                                            22

   5   New England region locations and commodities
       sampled ;*                         .                 23

   6   Mid-Atlantic region locations and commodities
       sampled                                            24

   7   Sulf region locations and commodities sampled      25

   8   California region locations and commodities
       sampled                                            26

   9   Atlantic and Gulf menhaden landings, 1960-1971     31

  10   California landings of Pacific sardines and
     •  anchovies                                          32

  11   Alaska salmon landings by species                  35

  12   Distribution of the Pacific halibut                45

  13   U.S. landings of halibut 19«7-1972                 46

  1ft   U.S. production and imports of canned sardines
       1960-1972                                          48

  15   Oyster meat production by region                   55

  16   Comparison of raft and bottom grown oysters        55

  17   California abalone landings                        60

  18   Typical large fish meal production process         57

  19   Typical small fish meal production process         71

  20   Fish meal process plot  (with solubles plant)        73

  21   Fish meal process plot  (without solubles
       plant)                                             75


                           1x

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Number                                                   *     page
  22   Fish meal flow ratios versus production  level          80
  23   Fish meal BOD5 ratios versus production  level          81
  24   Fish meal total suspended solids ratios  versus
       production level                                       82
  25   Typical salmon canning process                         83
  26   Typical salmon by-product operations                   87
  27   Alaska salmon cannery size distribution                88
  28   Northwest salmon cannery size distribution             89
  29   Salmon canning process plot                            90
  30   Mechanized salmon flow ratios versus production  level  92
  31   Mechanized salmon BQD5 ratios versus production  level  93
  32   Mechanized salmon total suspended solids ratios  versus
       production level                                       94
  33   Typical fresh/frozen salmon process                    95
  3ft   Fresh/frozen salmon process plot                       99
  35   Hand-butchered salmon flow ratios versus production
       level  '                                              102
  36   Hand-butchered salmon BOD5 ratios versus production
       level                                                 103
  37   Hand-butchered salmon total suspended solids ratios
       versus production level                               104
  38   Typical New England ground fish process               106
  39   Typical New England whiting process.                   107
  40   Typical Mid-Atlantic or Gulf finfish process          109
  41   Typical fish flesh process                        ,111
  12   Typical Pacific Coast, bottom fish process            112
  43   Typical Alaska or Northwest halibut process           114
  44   Conventional bottom fish process plot                 116
  45   Mechanized bottom fish process plot                   117

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Number                                                            '
 16   Conventional bottom  fish  flow ratios versus  production
      levels                                                         '"
 HI   conventional bottom  fish  BODfs ratios versus  production
      levels
                                                                     123
 US   Conventional bottom  fish  total  suspended solids  ratios
      versus production  levels                                       '24
 19   Typical sardine  canning process                               127
 50   Sardine canning  process plot                                   129
 51   Typical herring  filleting process                             134
 52   Herring filleting  process plot                                 136
 53   Typical mechanized surf clam  process                           140
 54   Typical hand shucked surf clam  process                        .142
 55   Conventional or  mechanical clam process plot                  144
 56   Typical steamed  or canned oyster process                      148
 57   Typical hand shuck oyster process                             150
 58   Fresh/frozen,  steamed,  or canned oyster process
      plot                                                           151
 59   West Coast oyster  flow  ratios versus  production  level         156
 60   West Coast oyster  BOD5  ratios versus  production  level         157
 61   West Coast oyster  total suspended solids ratios  versus
      production level                                              158
 62   East Coast oyster  flow  ratios versus  production  level         159
 63   East Coast oyster  BODS,  ratios versus  production  level         160
 61   East Coast oyster  total suspended solids ratios  versus
      production level                                              161
 65   Typical scallop  process                                       163
 66   Alaskan scallop  process plot                                   165
 67   Typical abalone  process                                       167
 68   Abalone process  plot                •   ,                       169
 69   Fish meal process  time  sequence of activities                 175
                              x1

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Number                                                             Page


 70   Fish meal process  plot (with solubles plant)
      intake  and discharge                                        179

 71   Log-normal formulas  for the subcategory
      mean and standard  deviation                                 279

 72   Chloride correction  curves for COD
      determination on seafood processing wastes                  299

 73   Finfish wastewater 20-day BOD vs 5-day BOD
      scatter diagram                                             307

 71   Shellfish wastewater 20-day BOD vs 5-day BOD
      scatter diagram                                             307

 75   Seafood wastewater 5-day BOD vs COD scatter
      diagram                                                     308

 76   Industrial fish wastewater 5-day BOD vs COD
      scatter diagram                                             308

 77   Finfish wastewater 5-day BOD vs COD scatter
      diagram                                                     309

 78   Shellfish wastewater 5-day BOD vs COD scatter
      diagram                                                     309

 79   Schematic drawing  of in-plant dry solids removal
      system  (Temco,  Inc.)                                         324

 80   Pneumatic unloading  system (Temco, Inc.)                     324

 81   Alaskan physical treatment alternative,
      remote  plants with adequate flushing available              333

 82   Increase in waste  loads through prolonged
      contact with water                                          334

 83   Typical horizontal drum rotary screen                       335

 84   Typical tangential screen     .                              336

 85   Typical screen system for seafood processing
      operations                                                  341

 86   Typical dissolved  air flotation system for sea-
      food processing operations    .                              350

 87   Dissolved air flotation unit (Carborundum Co.)               351

 88   Removal efficiency of DAF unit used in Louisiana
      shrimp  study - 1973  results (Dominique, Szabo
      Associates,  Inc.)                                            353
                              xii

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lumber                                                               Pa9e
   89   Air flotation efficiency versus influent COD
        concentration for various seafood wastewaters                359
   90   Typical extended aeration system for seafood
        processing operations                                        361
   91   Removal rate of filtered BOD in a batch aeration
        reactor                                                      363
   92   Removal rate of unfiltered BOD in a batch
        aeration reactor                                             364
   93   Typical aerated lagoon system                                369
   94   Daily maximum and maximum 30-day average based on
        log-normal summary data                                      376
   95   Costs and removal efficiencies for alternative
        treatment systems versus hydraulic loading                   382
   96   Operation and maintenance costs for alternate
        treatment systems versus hydraulic loading                   382
   97   Capital costs and daily operation and mainten-
        ance cost curves for a wastewater screening
        system                                                       383
   98   Capital cost curves for a wastewater air flota-
        tion system                                                  384
   99   operation and maintenance costs of an air flo-
        tation system                                                385
   100  Capital costs arid daily operation and. mainten-
        ance cost curves for an aerated lagoon                       386
   101  Capital costs and daily operation and mainten-
        ance cost curves for an extended aeration
        system                                                        387
   102  Haste disposal costs for landfill or ocean
        disposal                                                      436
                              xlii

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                             TABLES
Number                                                  Page
  1    July 1, 1977 effluent limitations                  4
  2    July lr 1983 effluent limitations                  7
  3    New source performance standards                  10
  U    Disposition of landings, 1971 and 1972            16
  5    Value of fishery products, 1971 and 1972          17
  6    Supply of fishery products, 1971 and 1972         19
  7    Production of industrial fishery products
       1962-1972                                         27
  8    Atlantic menhaden fishing seasons                 27
  9    1972 Pacific canned salmon packs and values       36
 10    Processing season peaks for Alaska salmon and
       halibut                                           37
 11    Major species of Atlantic and Gulf bottom fish    41
 12    Major species of Pacific bottom fish              42
 13    U.S. landings of shellfish by species             50
 m    Scallop landings by species, 1963-1972            58
 15    Relative importance matrix -- industrial fish
       and finfish                                       62
  16   Relative importance matrix —- shellfish           63
  17   Pish meal waste load reduction using bailwater
       evaporation                                        74
  18   Summary of average waste loads from fish meal
       production                                         76
  19   Onit operation waste characteristics for fish meal
       processing without a solubles unit  (Plant A  3)     76
  20   Fish meal process summary  (discharge from
       solubles plant only)                               78
  21   Fish meal process summary  (without solubles
       plant)                                             79
                             XV

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Number                                                           Page
 22   Mechanically butchered salmon process summary              91
 23   Annual production of Northwest fresh/frozen
      salmon                                                     98
 2$   Daily peak production rates of Alaska fresh/
      frozen salmon plants                     ,                  98
 25   Hand butchered salmon process summary                     101
 26   Alaska bottom fish  (halibut) process summary              118
 27   Non-Alaska bottom fish size distributon     ,              120
 28   Conventional bottom fish process summary                 121
 29   Mechanical bottom fish process summary                    125
 30   Waste load reduction using dry conveyor                   130
 31   Sardine in-plant fish transport water, storage area
      to packing area \                                ,131
 32   Sardine canning process summary                           133
 33   Herring filleting process summary                         138
 31   Conventional clam process summary                         146
 35   Mechanical clam process summary                           147
 36   Steamed or canned oyster process summary        j         153
 37   West Coast hand-shucked oyster processing
      summary                                                   154
 38   East and Gulf Coast hand-shucked oyster
      processing summary                                        "155
 39   Scallop process summary                                   166
 40   Abalone process summary                                   170
 41   Fish meal production with solubles plant
      material balance            .                              177
 12   Pish meal production with bailwater material
      balance                                                   173
 43   Menhaden reduction process  (discharge) „  M2                180
 44   Menhaden reduction process  (discharge no
      scrubber water) , M3                                       181
                             xv1

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Number                              :           -  -                     Page

    45    Menhaden reduction process^  (discharge), MS                   182
    46    Anchovy reduction process (discharge without
  '  -     scrubber) , A2             T;-  "':': ''"': '-••.-.••          '  -     183
    47    Fish meal production without solubles  plant   •      '  '
         material balance                                             185
    48    Anchovy reduction process (discharge), Al                    186
    49    Anchovy reduction process (with air scrubber
         water), A3                           "-'.''•         .          |87
    50    Salmon canning process material balance  (butchering
         machine)                                                     189
    51    Salmon canning process material balance  (hand
         butcher)                    '•  "   •";_'.      * :-' '     '            190
    52    Salmon canning process, CSN2 -                               192
    53    Salmon canning process, CSN3  r-                              193
    54    Salmon canning process (with grinding) / CSN4                 194
    55    Salmon canning process (hand butcher), CSN5                 195
    56    Salmon canning process (hand butcher), CS6M                 196
    57    Salmon canning process (without fluming), CSN8              197
    58    Fresh/frozen round salmon process material
         balance                                                      199
    59    Salmon fresh/frozen process  (round)r FSl                     200
    60    Salmon fresh/frozen process  (round), FS2                     201
    61    Salmon fresh/frozen process  (round)» FS3                     202
    62    Salmon fresh/frozen process  (round), FS4                     203
    63    Conventional bottom fish process material
         balance (with skinner)                                       207
    64    Conventional bottom fish process material
         balance (with descaler)                                      208
    65    Percent recovery for New England ground fish                 209
    66    whiting freezing process material balance                    2in
    67    Recovery of fillets and fjLsh flesh from bottom
         fish                           -  ;  '                          211
                               xvil

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Number                                                               Page

   68   Halibut freezing process material balance                    212
   69   Ground fish fillet, process, 11                               213
   70   Ground fish fillet process, B2                               214
   71   Finfish process, FNF1                                        215
   72   Finfish process, FNF2                                        216
   73   Finfish process, FNFft                                        217
   7tt   Bottom fish fillet process, B4                               218
   75   Bottom fish fillet process, B5                               219
   76   Bottom fish fillet process, B7                               220
   77   Bottom fish fillet process, B8                               221
   78   Bottom fish fillet process, B9                               222
   79   Bottom fish fillet process, BIO                              223
   80   Bottom fish fillet process, Bll                              224
   81   Bottom fish fillet process, B12                              225
   82   Whiting freezing process, wl                                 228
   83   Whiting freezing process, W2                                 229
   84   Croaker fish flesh process, CFCl                             230
   85   Halibut freezing process, FRH1                               231
   86   Halibut fletching process, FFH1          ,                    g32
   87   Sardine canning process material balance                     233
   88   Sardine canning process, SA1                                 235
   89   Sardine canning process, SA2                                 236
   90   sardine canning process, SA3                                 237
   91   Sardine canning process, S&ft                                 238
   92   Herring filleting process material balance                   040
   93   Herring filleting process, HF1                               241
  91   Herring filleting process, HF2                                242
                               xvlii

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lumber                               -                                 Page
   95   Herring filleting process, HF3                                243
   96   Surf clam canning process material balance                    245
   97   Surf clam meat process (mechanically shucked), FCL2           246
   98   Surf clam meat process (mechanically shucked) , FCL3           247
   99   Hand-shucked clam process material balance              .      249
  100   Clam fresh/frozen process (hand-shucked), HCL1                250
  101   Clam fresh/frozen process (hand-shucked), HCL2                251
  102   Clam fresh/frozen process (hand-shucked), HCL3                252
  103   Steamed oyster process material balance                       254
  104   Hand-shucked oyster process material balance                  256
  105   Oyster steam process, SOI                                     257
  106   Oyster steam process, SO2                                     258
  107   Oyster steam process, SOV                                     259
  108   Oyster fresh/frozen process, HSO2                             262
  109   Oyster fresh/frozen process fhand-shucked), HSO3              263
  110   Oyster fresh/frozen process (hand-shucked), HSO*              264
  111   Oyster fresh/frozen process (hand-shucked), HSO5              26i
  112   Oyster fresh/frozen process (hand-shucked), HSO6              266
  113   Oyster fresh/frozen process (hand-shucked) , HSO8              267
  11<*   Oyster fresh/frozen process (hand-shucked), HSQ9              268
  115   Oyster fresh/frozen process (hand-shucked), HS10              269
  116   Oyster fresh/frozen process (hand-shucked), HS11              270
  117   scallops freezing process, SPl                                271
  118   Scallops freezing process, SP2                                272
  119   Abalone fresh/frozen process material balance                273
  120   Abalone fresh/frozen process, AB1                             276
  121   Abalone fresh/frozen process, AB2                             277
                                 xlx

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Number                                                                Pafle
  122    Abalone fresh/frozen process, AB3         ,                    278
  123    Summary of precision analysis for suspended
         solids, GOD, and grease and oil                              302
  124    Summary of precision analysis for ammonia and
         organic nitrogen                                             303
  125    Summary of ammonia recovery precision analysis                304
  126    Summary of grease and oil recovery precision
         analysis                                                     305
  127    20-day BOD/5-day BOD ratio estimation for
         finfish and shellfish wastewater                             311
  128    5-day BOD/COD ratio estimation for industrial
         fish, finfish and shellfish wastewater                       311
  129    Typical composition of fish and shellfish
         (portion normally utilized)                                   314
  130    Recovery using 20-mesh screen for various
         seafood commodities                                          317
  131    Recovery of proteins with hexametaphosphate                   3.18
  132    Coagulation of proteins with SLS               ,               318
  133    Typical fish meal process bailwater charac-
         teristics                                                    327
  134    Fish meal stickwater characteristics                          327
  135    Northern sewage screen test results                           338
  136    SWECO concentrator test results                               338
  137    SWECO vibratory screen performance on salmon
        canning wastewater                                            338
  138    Tangential screen performance                                 339
  139    Gravity clarification using F-FLOK coagulant                  348
  140    Results of dispersed air flotation on tuna
        wastewater                                                    343
  141    Efficiency of EIMCO flotator pilot plant on
        tuna wastewater                                               353
  142    Efficiency of EIMCO flotator full-scale plant
        on  tuna wastewater                                            353
                              xx

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Number
        Efficiency of Carborundum pilot plant on Gulf
        shrimp wastewater                                            355

  144   Efficiency of Carborundum pilot plant on Alaska
        shrimp wastewater ,                                           355

  145   Efficiency of Carborundum pilot plant on
        menhaden bailwater                                           356

  146   Efficiency of full-scale dissolved air flotation
        on sardine wastewater                                        356

  147   Efficiency of full-scale dissolved air flotation
        on Canadian seafood wastewater                               357

  148   Activated sludge pilot plant results                         365

  149   Efficiency of Chromaglas package plant on blue
        crab and oyster wastewater                                   365

  150   Removal efficiencies of screens for various
        seafood wastewater effluents                                 373

  151   Removal efficiencies of treatment alternatives               374

  152   Estimated practicable in-plant waste water
        flow reductions and associated pollutional
        loadings reductions (1983 ajnd new source)          ,        ,  375

  153   Estimated potential in-plant water and BOD
        reduction                                                    379

  154   Treatment system cost equations                              381

  155   Water effluent treatment costs:  fish meal
        with solubles plant                                          390

  156   Water effluent treatment costss  fish meal
        without solubles plant                                       391

  157   Water effluent treatment costss  Northwest
        salmon canning - large                                       392

  158   Water effluent treatment costss  Northwest
        salmon canning - small                                       393

  159   Water effluent treatment costs:  West Coast
        fresh frozen salmon - large                                  394

  160   Water effluent treatment costs?  west Coast
        fresh frozen salmon - small                                  395

  161   Water effluent treatment costs;  West Coast                  396


                              xx1

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Number




 162


 163


 164


 165


 166


 167


 168


 169


 170


 171


 172


 173


 174


 175


 176


 177


 178


 179
fresh frozen salmon -  large

Water effluent treatment costs;
fresh frozen salmon -  large

Water effluent treatment costs:
fresh frozen salmon -  small
West coast
West coast
Water effluent treatment  costs:   West  Coast
fresh frozen salmon -  small

Water effluent treatment  costs?   Non-Alaskan
conventional bottom fish  - large

Water effluent treatment  costs:   Won-Alaskan
bottom fish - large

Water effluent treatment  costs:   NOn-Alaskan
bottom fish - medium

Water effluent treatment  costss   Non-Alaskan
conventional bottom fish  - medium
Water effluent treatment costs:
bottom fish - small
Non-Alaskan
Water effluent treatment costss  Non-Alaskan
conventional bottom fish - small
Water effluent treatment costs:
mechanized bottom fish - large

Water effluent treatment costs:
mechanized bottom fish - small

Water effluent treatment costs:
clams - large

Water effluent treatment costs:
clams - small

Water effluent treatment costs:
clams - small

Water effluent treatment costs:
clams - small

Water effluent treatment costs:
clams - large

Water effluent treatment costs:
clams - large

Water effluent treatment costs:
Non-Alaskan


Non-" Alaskan


conventional


conventional


conventiona1


conventiona1


mechanized


mechanized


mechanized
Page


 396


 397


 398


 399


 400


 401


 402


 403


 404


 405


 406


 407


 408


 409


 410


 411


 412


 413

 414

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Number




  180


  181


  182


  183


  184


  185


  186


  187


  188


  189


  190


  191


  192


  193
clams - large

Water effluent treatment costs:
clams - small

Water effluent treatment costs:
claims - small

Water effluent treatment costs?
clams - small

Water effluent treatment costs:
hand shucked oyster - large

Water effluent treatment costs:
hand shucked oyster - medium

Water effluent treatment costs:
hand shucked oyster - small

Water effluent treatment costs;
hand shucked oyster - medium

Water effluent treatment costs:
or canned oysters

Water effluent treatment costs:
canning - large

Water effluent treatment costs:
canning - medium

Water effluent treatment costs:
canning - small

Water effluent treatment costs:
Non-Alaskan scallops

Water effluent treatment costs:
herring filleting

Water effluent treatment costs:
herring filleting
mechanized
mechanized
mechanized
Pacific
Pacific
Pacific
Eastern
Steamed
Sardine
Sardine
Sardine
non-Alaskan
Abalone
  195


  196
Incremental Water Effluent Treatment Costs
for Alaskan Segments - Alaskan Salmon Canning
and Alaskan Hand-Butchered Salmon

Incremental Water Effluent 'Treatment Costs
for Alaskan Segments - Alaskan Bottom Fish

Incremental Water Effluent Treatment costs
for Alaskan Segments - Alaskan Herring Filleting
Page


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                              XX111

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Humber
  197   ti'nergy consumption  of  alternative treatment
        systems                                                     433

  198   Cost of construction and operation of a fish
        deboning plant                        ',                      434

  199   Capital and operating  costs for batch and con-
        tinuous fish meal facilities                               435

  200   July 1, 1977 effluent  limitations                          440

  201   July 1, 1983 effluent  limitations                          446

  202   New source performance standards                           451

  203   Conversion Factors, aiglish to Metric Units                485
                                   xxiv

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                            SECTION I
                           CONCLUSIONS
For  the  purpose of establishing effluent limitations guidelines
for  existing  sources  and  standards  of  performance  for  new
sources,  the  canned  and  preserved seafood processing industry
covered in this study was divided into 19 subcategories:

     1)  Fish meal processing
     2)  Alaskan hand-butchered salmon processing
     3)  Alaskan mechanized salmon processing               :
     1)  West Coast hand-butchered salmon processing
     5)  West Coast mechanized salmon processing
     6)  Alaskan bottom fish processing
     7)  Non-Alaskan conventional bottom fish processing
     8)  Non-Alaskan mechanized bottom fish processing
     9)  Hand-shucked clam processing
    10)  Mechanized clam processing
    11)  West Coast hand-shucked oyster processing
    12)  Atlantic and Gulf Coast hand-shucked oyster
         processing
    13)  Steamed/canned oyster processing
    14)  Sardine processing
    15)  Alaskan scallop processing
    16)  Non-Alaskan scallop processing
    17)  Alaskan herring fillet processing
    18)  Non-Alaskan herring fillet processing
    19)  Abalone processing

The major criteria for the establishment of the categories
were:

     1)  variability of raw product supply;
     2)  variety of the species being processed;
     3)  degree of preprocessing?
     tt)  manufacturing process and subprocesses;
     5)  form and quality of finished product;
     6)  location of plant;
     7)  nature of operation (intermittent vs. continuous);
         and
     8)  amenability of the waste to treatment.

The wastes from all  subcategories  are  amenable  to  biological
waste treatment under certain conditions and no materials harmful
to municipal waste treatment processes (with adequate operational
controls) were found.

A  determination  of  this  study  was  that  the  level of waste
treatment  throughout   the   seafood   industry   is   generally
inadequate,  except  for  the fish meal production industry where

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there are several exemplary plants.  At  the  present  time  many
plants  in  the  contiguous  states and almost all Alaskan plants
discharge solid and liquid wastes  directly  into  the  receiving
waters,  others  utilize  coarse  screening  techniques to remove
gross solids  from  the  effluent  streams  prior  to  discharge.
Technology  exists  ,  however,  for  the successful reduction of
respective wastewater constituents within  the  industry  to  the
point  where  most  plants  can be in compliance by July 1, 1977.
The 1977  limitations  are  based  on  technology  which  can  be
utilized within the economic capability of the industry.  For the
contiguous  states  the technology basis includes fine screening,
"good  housekeeping"  practices,  and  barging;  for  Alaska  the
technology  consists  of  fine screening and barging of solids in
non-remote areas, and comminutor or grinders in remote areas.  In
addition to the aforementioned technology, the basis for the 1983
and new source performance standards  includes  physical/chemical
and  secondary treatment and the adoption of in-plant controls as
represented by  significantly  reduced  water  use  and  enhanced
treatment  efficiencies  in  existing  systems,  as  well  as new
systems.  Because waste treatment, in-plant waste reduction,  and
effluent  management are in their infancy in this industry, rapid
progress is expected to be made by the industry in the next  four
to six years,

The  regulated parameters include total suspended solids, oil and
grease, and pH for the limitation based on screening systems; for
physical/chemical and biological systems, BODE5 is  utilized  also
as  a  regulated  parameter.   Particle  size  is  the  regulated
parameter for limitations based on comminuters or grinders.

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                           SECTION J.I

                         RECOMMENDATIONS :


Limitations recommended for process waste  waters  discharged  to
navigable  waters  are based on the reduction of wastewater flows
and loads through in-plant housekeeping and modifications and the
characteristics of well operating  screens,  dissolved  air  flo-
tation  units,  aerated  lagoons,  and extended aeration systems.
Parameters designated to be of significant importance to  warrant
regulation  in this industry, are 5-day biochemical oxygen demand
(BOD-5), total suspended solids  (TSS) , grease and oil (GSO) ,  and
pH.       '

The  effluent  limitations  based on the best practicable control
technology currently available (BPCTCA) are presented in Table 1;
the effluent limitations based on the best  available  technology
economically  achievable  (BATEA)  in  Table  2;  and  new source
performance standards, in Table 3.

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Subcategory
            TABLE
JULY 1, 1977 EFFLUENT LIMITATIONS

              Parameter   (kg/kkg or Ibs/IOGQ Ibs seafood processed)

                     BOD5                 TSS  :-            Grease & Oil
 Techno!oqy      Daily  Ttex 30-     Daily   Max 30-      Daily   Max 30-
.  (BPCTCA)	Max    Day avfl      Max    Day avg       Max    Day avg
0.


p.


Q.

*,
R.
S.
T.


U.
V.
W.
Fish Meal
1, with solubles unit
2. w/o solubles unit
AK hand-butchered salmon
1 . non-remote
2. remote
AK mechanized salmon
1 . non-remote
2. remote
West Coast hand- butchered salmon
West Coast mechanized salmon
AK bottom fish
1 . non-remote
2, remote
Non-AK conventional bottom fish
Non-AK mechanized bottom fish
Hand-shucked clams

H
B

H,S,B
Grind

H,S,B
Grind
H,S
H,S

H,S,B
Grind
HSS
H,S
H,S

4.7 3.5 2.3
3.5 2.8 -2.6

1.7
* ,* *

27
* * *
1.7
27 ,

3.0
* * *
- - 2.1
14
59

1.3
1.7

1.4
*

22
*
1.4
22

1.9
*
1.6
10
18

: o.so
" 3-2

0.20
*

27
*
0.20
27

' " 4.3
*
0.55
5.7
0.60

0.63
1.4

0.17
*

10
*
0.17
10

0.56
*
0.40
3.3
0,23

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                                 Table }  (cont'd)  July 1, 1977 Effluent Limitations

                                                        Parameter   (kg/kkg or lbs/1000 Ibs seafood processed)
 Subcategory

 X.  Mechanized clams

 Y.  Pacific Coast hand-shucked
     oysters**

 Z.  East & Gulf Coast hand-shucked
     oysters**

AA.  Steamed/Canned oysters**

AB.  Sardines
w    1.  dry conveying
     2.  wet flume

AC.  AK scallops**
     1.  non-remote
     2.  remote

AD.  Non-AK scallops**

AE.  AK herring fillet
     1.  non-remote
     2.  remote
                                                               BODS
TSS
Grease & Oil
Technology
(BPCTCA)
H»S
H,S
H»S
H,S
H.S.6T***
H5SS6T***
H,S,B
Grind
H,S
s „ "
H,S,B
Grind
Daily Max 30- Daily
Max Day avg Max
90
37
- . 19
270
36
48
6.0
* * *
-r 6,0
•\; - ' "•
- ! - 32
* * *
Max 30-
Day avg
IS
35
15
190
10
16
1.4
*
1.4

24
*
Daily
Max
4,2
1.7
0.77
2.3
3.5
6.3
7.7
*
7.7

27
*
Max 30-
Day av<
0.97
1.6
0.70
1.7
1.4
2.8
0.24
*
0.24

10
*

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                                 Table!   (cont'd)  July 1,  1977 Effluent Limitations
                                                        Parameter   (kg/kkg or lbs/1000 Ibs  seafood  processed)
                                                               BOD5.                 TSS              Grease & Oil
                                           Technology      Daily   Max 30-     Daily   Max 30-      Daily   Max 30-
 Subcategory                                (BPCTCA)        Max    Day avg      Max    Day avg       Max    Day avg
AF.  Non-AK herring fillet                 H,S               -        -        32       24           27      10
A6.  Abalone                               H,S               -        -        27       IS            2.2     1,4
      H = housekeeping;  S = screen;  DAF = dissolved air flotation without chemical  optimization;
      B = barge solids;  6T - grease trap
      *No pollutants may be discharged which exceed 1.27 cm (0.5 inch) in any dimension
      **Effluent limitations in terms of finished product
      ***Effluent limitations are based on treatment of the pre-cook water by screening
         and skimming of free oil, and screening for the remainder of the effluent

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                                                  Table  2
                                    July  1,  1983  Effluent  Limitations
                                                   Parameter
                                (kg/kkg or lbs/1000 Ibs seafood processed)
Subcategory
Technology         BOD5_             TSS
  (BATEA)      Daily Max. 30-   Daily Max. 30-
               Max.  Day  avg.  Max.  Day  avg.
  Grease & Oil
Daily      Max. 30-
Max.       Day  avg.
0.
p.
Q.
R.
S.
T.
U.
V.
W.
X.
Fish meal
Ak hand-butchered salmon
Ak mechanized salmon
1 . non-remote
2. remote
West Coast hand-butchered
salmon
West Coast mechanized salmon
Ak bottom fish
Non-Ak conventional bottom
fish
Non-Ak mechanized bottom fish
Hand-shucked clams
Mechanized clams
IP
IP.S.B
IP.S.DAF.B
IP.S.B
IP.S.DAF
IP»S,DAF
IP,SSB
IP.S.AL
IP.S.DAF
IP.S
IP.S.AL
4.0
-
16
1.2
16
-
0.73
6.5
-
15
2.6
-
13
1.0
13
-
0.58
5.3
-
1.7
2.3
1.5
2.6
26
0.15
2.6
1.9
1.5
1.1
55
26
1.3
1.2
2.2
21
0.12
2.2
1.1
0.73
0.82
17
4.4
0.80
0.18
2.6
26
0.045
2.6
2.6
0.04
0.46
0.56
0.40
0.63
0.15
1.0
10
0.018
1.0
0.34
0.03
0.26
0.21
0.092

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             Table 2 (Cont'd)
Proposed Ju^y 1, 1983 Effluent Limitations
                         Parameter
J(kg/kkg or lbs/1000 Ibs seafood processed)
Subcategory
Y.

Z.

AA,
AB.
AC.
AD.
AE.


Pacific Coast hand-shucked
oysters*
East Gulf Coast hand-shucked
oysters*
Steamed/Canned oysters*
Sardines
Ak scallops*
Non-Ak scallops*
Ak herring fillets
1 . non-remote
2. remote
Technology
(BATEA)

H,S

H,S
IP»S,AL
IP,S,DAF**
IP.S.B
IP,S

IP.S.DAF.B
IP.S.B
BODS TSS
Daily Max. 30- Daily Max. 30-
Max. Day avg. Max. Day avg.

37

. 19
67 17 56
36
5.7
5.7

6.8 6.2 2.3
23

35

15
39
10
1.4
1.4

1.8
18
Grease & Oil
Daily Max. 30-
Max. Day avg.

1.7

0.77
0.84
1.3
7.3
7.3

2.0
20

1.6

0.70
0.42
0.52
0.23
0.23

0.73
7.3

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                                           Table  2  (Cont'd)
                             Proposed July 1,  1983  Effluent Limitations
                                                   Parameter
(kg/kkg or lbs/1000 Ibs seafood processed)
Subcategory
AF.
A6.
Non-Ak herring fillets
Abalone
Technology
(BATEA)
IP,S,DAF
IP,S
BODS TSS
Daily Sax. 30- Daily Max. 30-
Max. Day avg. Max. Day avg.
6.8 6.2 2.3
26
1.8
14
Grease & Oil
Daily Max. 30-
Max. Day avg.
2.0
2.1.
0.73
1.3
IP = iri-plant process changes;   S = screen;   OAF = dissolved air flotation with  chemical  optimization;
AL = aerated lagoon;  EA = extended aeration;  B = barge solids

*Effluent Limitations in terms  of finished product

**Effluent limitations based on DAF treatment of the can wash  and  pre-cook water,
  and screening for the remainder of the effluent

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            TABLE 3
NEW SOURCE PERFORMANCE STANDARDS
                Parameter   (kg/kkg or lbs/1000 Ibs seafood processed)
                       BOD5                 TSS
                   Daily  ~Max 30-     Dally   Max 30-
 Grease & Oil
Daily   Max 30-
Subcategory
0.
P.
Q.
o R-
S.
T.
U.
V.
W,
Fish meal
Ak hand-butchered salmon
1 . non-remote
2. remote
Ak mechanized salmon
1 . non-remote
2. remote
West Coast hand-butchered salmon
West Coast mechanized salmon
Ak bottom fish
1 . non-remote
2. remote
Non-Ak conventional bottom fish
Non-Ak mechanized bottom fish
Hand- shucked clams
Technology
IP
IP.S.B
grind
IP.S.B,
grind
IP.S.DAF
IP,S,DAF
IP,S,B
grind
IP,S,AL
IP.S.DAF
IP.S
Max Day avg Max nay avg
4.0 2.9 2.3 1.3
1.5 1.2
* * * *
26 21
* * * *
1.7 1.4 0.46 0.37
36 32 7.9 6.S
1.9 1.1
* * * *
0.73 0.58 1.5 0.73
9.1 7.4 3.3 2.5
55 17
Max
0.80
0.18
*
26
*
0.058
3.8
2". 6
*
0.04
0.68
0.56
Day avg
0.63
0.15
*
10
*
0.023
1.5
0.34
*
0.03
0.39
0.21

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                                Table 3 (Cont'd) New Source Performance Standards

                                                        Parameter   (kg/kkg or lbs/1000 "Ibs seafood processed)
 Subcategory

 X.  Mechanized clams

 Y.  Pacific Cost hand-shucked
     oysters**

 Z.  East & Gulf Coast hand-shucked
     oysters**

AA.  Steamed/Canned oysters**

AB.  Sardines

AC.  Ak scallops**
     1.  non-remote
     2.  remote

AD.  Non-Ak scallops

AE.  Ak herring filllets
     1,  non-remote
     2.  remote
                                                               BQD5_
                                                           Daily   Max 30-
     TSS
Daily   Max 30-
 Srease & Oil
Daily   Max 30-
Technology Max
IP.S.AL 15
H,S
H»S
IP.S.AL '67
IP.S.DAF***
IP,S,B
grind *
IP.S
IP.S.B
grind *
Day avg
5,7
_
-
17
-
*
"
*
Max
26
37
19
56
36
5.7
*
5.7
23
*
Day avg
4.4
35
15
39
10
1.4
*
1.4
18
*
Max
0.40
1.7
0.77
0.84
1.4
7.3
*
7.3
20
*
Day avg
0.092
1.6
0.70
0.42
0,57
0.23
*
0.23
7.3
*

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                          Table 3   (Cont'd) New Source Performance Standards

                                                  Parameter   (kg/kkg or lbs/1000 Ibs  seafood processed)
                                                         BOD5
                                                   Dally   Max 30-
       TSS
Dally   Max 30-
   Srease & 011
Dally   Max 30-
Subeategory
AF. Non-Ak
AS. Aba! one

herring fillets

Technology
IP, S, DAF
IP,S
Max
16
-
Day avg
15
_
Max
7.0
26
Day


avg
5.2
14
Max
2.
2.

9
1
Day


avg
1.1
1.3
IP = 1n-plant process changes; S = screen;  DAF = dissolved air flotation without chemical
optimization; AL = aerated lagoon;  EA = extended aeration;  B = barge solids

*No pollutants may be discharged which exceed 1.27 on (0.5 Inch) 1n any dimension

**Effluent limitations 1n terms of finished product

***Effluent limitations based on DAF treatment of the can wash and pre-cook water,
   and screening for the remainder of the effluent

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                           SECTION III
                          INTRODUCTION
PURPOSE AND AUTHORITY

Section  301(b)   of  the  Federal  Water  Pollution  Control  Act
Amendments  of  1972  (the  Act)  requires the achievement by not
later than July  !„  1977,  of  effluent  limitations  for  point
sources,  other  than  publicly  owned treatment works, which are
based  on  the  application  of  the  best  practicable   control
technology   currently   available   as  defined  by  the  E.P.A.
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 are based on the appli-
cation of the best available technology  economically  achievable
and  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 30** (b) of the Act.  Section 306
of the Act requires the achievement by 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
achievable  through  the  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  (b)  and  (c)
of the Act requires the achievement of pretreatment standards for
existing  and  new  sources  for  introduction of pollutants into
publicly owned treatment works for  those  pollutants  which  are
determined  not  to be susceptible to treatment by such treatment
works or  which  would  interfere  with  the  operation  of  such
treatment.
    *
Section  304 (b)   of the Act requires the Administrator to publish
within ofte year of enactment of the  Act,  regulations  providing
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  reduction attainable through the application of the
best  control  measures  and   practices   achievable   including
treatment   techniques,   process   and   procedure  innovations,
operational methods  and  other  alternatives.   The  regulations
developed  herein  set  forth  effluent  limitations  pursuant to
Section 30ft(b) of the Act for the fish meal, salmon, bottom fish,
clam, oyster, sardine, scallop, herring and  abalone  segment  of
the canned and preserved fish and seafood processing point source
category.   The  effluent limitations for the shrimp, tuna, crab,
and catfish segment of the industry were promulgated in the  June
26,  1974,  Federal  Register (39 P.R. 23134), and amended in the
January 30, 1975, Federal Register (40 F.R. 4582).
                                13

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Section 306 of the Act requires  the  Administrator,  within  one
year  after a category of sources is included in a list published
pursuant  to  Section  306 (b) fl) (A)  of  the  Act,   to   propose
regulations establishing federal standards of performance for new
sources  within  such categories.  The Administrator published in
th® Federal Register of January 16, 1973 (38 F.R. 162«) ,  a  list
of   27   categories.    Publications  of  the  list  constituted
announcement of the Administrator"s intention to establish, under
Section 306, standards of performance applicable to  new  sources
for  the  canned  and  preserved  .fish  and  seafood point source
category, which was included in the list  published  January  16,
1973.
SCOPE OF STUDY

The  scope  of  this  study  is  defined as the "remainder of the
industry" not included in the  promulgated  regulations  covering
farm-raised  catfish, crab, shrimp and tuna (39 F.R. 23134).  The
species  specifically  mentioned  are:   oyster,  lobster,  clam,
bottom fish, the oily species such as menhaden, anchovy, herring,
and  salmon.   The  "industry"  to  be  covered by both phases is
defined as falling into SIC 2031, Canned and Cured  Seafood,  and
SIC  2036,  Fresh  and . Frozen  Packaged  Seafood.  More complete
definitions of these two classifications  as  obtained  from  the
1972  Standard Industrial Classification Manual are quoted below.
It was noted that SIC 2031  and  SIC  2036,  as  defined  in  the
Department  of Commerce 1967 Census of Manufacturers, Publication
MC67 (2)-20C, were changed to SIC 2091 and SIC 2092  respectively
in the 1972 S.I.C. Manual.
          •SIC 2091 - Canned and Cured Fish and Seafoods

"Establishments  primarily  engaged  in cooking and canning fish,
shrimp, oysters,  clams,  crabs,  and  other  seafood,  including
soups; and those engaged in smoking, salting, drying or otherwise
curing  fish  for the trade.  Establishments primarily engaged in
shucking and packing fresh oysters in nonsealed containers, or in
freezing and packaging fresh fish,  are  classified  in  Industry
2092.«
     Canned fish, crustacea,
      and mollusks
     Caviar:  canned and
      preserved
     Clam bouillon, broth,
      chowder, juice;
      bottled or canned
     Codfish:  smoked, salted,
      dried, and pickled
     Crab meat, canned and
      preserved
     Finnan haddie (smoked
Fish, canned
Fish egg bait, canned
Herring:  smoked, salted,
 dried, and pickled
Mackerel:  smoked, salted,
 dried, and pickled
Oysters, canned and pre-
 served
Salmon:  smoked, salted,
 dried, canned and pickled
Sardines, canned
Seafood products, canned
                                  14

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      haddock)
     Fish:  boneless, cuzed
      dried, pickled, salted,
      and smoked
                                    Shellfish, canned
                                    Shrimp, canned
                                    Soup, seafood:  canned
                                    Tuna fish, canned
      SIC 2092 - Fresh or Frozen Packaged Fish and Seafoods
                                    Seafood:  fresh, quick
                                     frozen, and cold pack
                                      (frozen)  —packaged
                                    Shellfish,  quick frozen
                                     and cold pack  (frozen)
                                    Shrimp, quick frozen
                                     and cold pack  (frozen)
                                    Soups, seafoods  frozen
     Crab meat, fresh:  packed
      in non-sealed containers
     Crab meat picking
     Fish fillets
     Fish:  fresh, quick frozen,
      and cold pack (frozen)—
      packaged
     Fish sticks
     Frozen prepared fish
     Oysters:  fresh, shucked
      and packed in non-sealed
      containers

The  reduction  of  the  oily  species  for animal feed, oils and
solubles  is  not  included  in  either  classification,  but  is
contained  in  this report.  Therefore, the study encompassed the
following segments of the United States fishery industry:
    1)    All processes falling into either  SIC  2031
         2036   (2092),   which   are  considered  to
         significant waste load? and
                                                       (2091)  or
                                                       produce  a
    2)   the reduction of  oily  species  such  as  menhaden  and
         anchovy  for  fish meal, oil and solubles, including the
         reduction of fish  waste  when  processed  at  the  same
         facility.

Fish  or  shellfish which are canned or processed fresh or frozen
for bait or pet food were not included in this study  unless  the
operation  was  an  integral  part  of  a process covered by item
number one or two, above.  The distribution of  landings  between
fresh  and  frozen human food, bait and animal food; canned human
food, bait and animal food; and cured and reduced fish  for  1971
and  1972  is  given  in  Table  ft.   It  can  be  seen  that the
disposition for bait  and  animal  food  is  a  relatively  small
portion of the total.
INDUSTRY BACKGROUND -

The  canned  and  preserved  fish and seafood industry, including
industrial products, has been expanding, steadily from  the  early
days of drying and curing to the various technologies involved in
preserving, canning, freezing, and rendering of fishery products.
The  characteristics  of  the  industry  have  been influenced by
changing market demands and fluctuating raw product availability.
The total value of fishery products processed in 1972  from  both
                                 15

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Table 4.  Disposition of landings,
 1971 and 1972
Product
Fresh and Frozen:
Human food
Bait and animal food
Canned :
Human food
Bait and animal food
Cured :
Reduced to meal, oil,
solubles , etc . :
TOTALS
Average-
Lbs x 10b

1420
92

862
126
74

2266
4840
Average
Percent

29.3
1.9

17.8
2.6
1.6

' 46.8
100.0
             16

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  Table 5.  Value of fishery products, 1971 and 1972   (1)

Item
Edible fishery products :
Finfish
Shellfish
Industrial fishery pro-
ducts :
Pinfish
Shellfish
Total :
Finfish
Shellfish
Domestic
1971
257
338
44
4
301
342
landings Imports
1972
278
380
40
6
318
386
1971
Million
483
404
187
N.A.
670
404
1972
dollars
498
735
261
N.A.
759
735
Total
1971
740
742
231
4
971
746
1972
776
1115
301
6 ;
1077
1121
Total
643
704
1074
1494
1717
2198

-------
CD
to
Q
JB
D
O
ft


g
H
         H
         CQ
           16
            8
            0
                                         DOMESTIC CATCH
              I960
                            1964
1968
1972
                     Figure 1. Total U.S.  supply of fishery products,  1960-1972  0)

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                Table 6.  Supply of fishery products, 1971 and  1972     (1)
<£>

Item
Edible fishery products:
Finfish
Shellfish
Industrial fishery pro-
ducts :
Finfish
Shellfish
Total:
Finfish
Shellfish
Domestic
1971
1509
891
2545
24
4054
915
landings
1972
Million
1432
878
2383
17
3815
895
Imports
1971
pounds ,
2967
615
3204
N.A.
6171
615
1972
round
3751
703
4589
N.A.
8340
703
Total -
1971
weight
4476
1506
5749
24
10,225
1530
1972
5183
1581
6972
17
12,155
1598
               Total
4969
4710
6786
9043
11,755
13,753

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ro
o
                            I.SALMON
                            2.80TTOM FISH
                            3. RETAIL PACKAGING
                            4. OYSTERS
                            5.ANCHOVY REDUCTION
6, FROZEN ANCHOVY
7ABALONE
8.SEA URCHIN
9. JACK'MACKEREL
10. SPINY LOBSTER
II, MENHADEN
12. FIN FISH
13. CROAKERFISH CAKES
14. PICKLED HERRING
I5.CLAMS
16. SEA HERRING
IT. AMERICAN LOBSTER
18. WHITING
19. SARDINE
               Figure  2.   Locations and  commodities sampled  iii  the contiguous United  States.

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                                                        PETERSBURG
                                                         KETCH IK AN
                          I, SALMON
                          2. SCALLOPS
                          3,HAUWJT
                          4,HIT,RRIN3
Figure 3. Alaska region locations  and commodities sampled.

-------
 O
 5
 o
  O
  o
  ni
              1. BOTTOM  FISH
              2. SALMON
              3. RETAIL PACKAGING
              4. OYSTERS
Figure 4.  Northwest region locations and commodities sampled,
                        22

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                     BOSTON
         MASSACHUSETTS
I.BOTTOM FISH
2. SEA HERRING
3. LOBSTER
4. MENHADEN
5. WHITING
6.SARDINE
Figure  5.  New  England  region  locations  and commodities  sampled.
                              23

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                                                    I. CLAMS
                                                    2.0YSTERS
                                                    3.MENHADEN
                                                    4. PICKLED HERRING
                                                    3. FINFISH
Figure 6.  Mid-Atlantic region  locations and  commodities sampled,
                                     24

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                   MISSISSIPPI
                                                 ALABAMA
                                                   I. FINFISH
                                                   E. CROAKER FISH CAKES
                                                   3. MENHADEN
Figure 7.  Gulf region locations  and commodities  sampled.
                                    25

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                                I. SPINY LOBSTER
                                2. AB ALONE
                                3. ANCHOVY REDUCTION
                                4. SEA URCHIN
                                5.JACK MACKEREL
                                6. BOTTOM FISH
                                7. FROZEN ANCHOVY
Figure  8,  California region locations and commodities sampled.
                     26

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              Table 7,   Production of industrial
         fishery products,  1962-1972  (])



Year


1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972


Fish
Meal

tons
312,259
255,907
235,252
254,051
223,821
211,189
235,136
252,664
269,197
292,812
285,486
Quantity

Fish
Solubles

tons
124,649
107,402
93,296
94,840
83,441
74,675
71,833
81,692
94,968
111,188
134,404

Marine
Animal
Oil
thousand
pounds
250,075
185,827
. 180,198
195,440
164,045
122,398
174,072
169,785
206,084
265,450
188,445
Value
Fish Meal,
Oil, and
Solubles
thousand
dollars
53,210
47,842
46,998
56,498
49,916
36,738
41,294
53,272
69,485
70,377
67,371
          Table 8.  Atlantic menhaden fishing seasons.
 Area
Earliest Date
  Peak•Months
Latest Date
North
Middle
South
  May 25
  May 16
  March 23
July-August
July-September
June
October 20
November 19
December
                         27

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domestic and imported raw materials was a record $2.3 billiort  ^
percent  above the previous record reached in 1971  (Table 5).  In
addition to the value of  these  processed  products,  the  total
supply  of  fishery  products  increased  in 1972, largely due to
greater imports  (Figure 1 and Table  6).   The  per  capita  U.S.
consumption  of  fish and shellfish in 1972 was 5.5 kg (12.2 Ibs)
totaling 1.14 million kkg (1.25 million tons), up  seven  percent
from 1971  (1).

The  seafood industry considered in this study was organized into
three  general  segments:   industrial  fishes,  finfishes,   and
shellfishes.   General  background  material  such  as:   species
involved, volumes, values and locations of landings, and  methods
of harvesting and handling are discussed in this section.  A more
detailed  discussion  of  specific processes and wastes generated
will be found in Sections IV and  V,  which  deal  with  industry
categorization and waste characterization, respectively.

Monitoring  of  individual  processors  included  four  months of
intensive  study  of  the  major  seafood  processing  and   fish
rendering  centers  in  the  contiguous United States and Alaska.
The general sampling locations are identified in Figures 2 and 3.
Selection of representative plants was based on several  factors,
including:   size,  age,  level  of  technology,  and  geographic
location.  For the purpose of organizing the sampling effort, the
country was divided into seven regions:  Alaska, Northwest, Great
Lakes, New England, Middle Atlantic, South Atlantic and Gulf, and
California.  Maps of each  region,  excluding  the  Great  Lakes,
showing  the  location  of the plants monitored during this study
and the types of fish or shellfish  commodities  sampled  are  in
Figures  3  through  8.   The  Great Lakes region was not sampled
because of a lack of fish processing activity.


INDUSTRIAL FISHES

Industrial fishery products  include  such  commodities  as  fish
meal, concentrated protein solubles, oils, and also miscellaneous
products  including  liquid  fertilizer,  fish feed pellets, kelp
products, shell novelties and pearl essence.

Only that portion of this industry, the reduction of anchovy  and
menhaden,  involving rendering fish to meal, oil and solubles was
specifically studied.  The use of herring for meal  is  declining
because of the decline of the resource and because of its greater
utilization  for  direct  human consumption.  The use of alewives
for meal  has  been  declining  in  recent  years;  however,  the
utilization  of this species may increase as demand increases and
the world supply of fish  meal  decreases.   Table  7  shows  the
volume  and value of the meal, oil, and solubles products for the
last ten years.  The value for 1973 is expected to have increased
dramatically due to the current fish meal shortage.
                               28

-------
With respect to the rendering of  fish  to  meal,  solubles,  and
oils,  the two most common species harvested for this purpose are
the Atlantic menhaden and the Pacific anchovy.  These fishes  and
the  attendant reduction industry were considered to be important
from a pollution impact "viewpoint  and  were  studied  relatively
thoroughly.

Menhaden

Menhaden  are  small  oily  fish belonging to the herring familyff
Clupeidae, and members of the genus Brevoortia.   Of  this  genus
only  two  species are important to the menhaden fishery.  On the
Atlantic Coast B. tyrannus dominates, while on the Gulf Coast  B.
patronus  is more important.  The fish are generally 12 inches in
length and weigh less than a pound.  They are found migrating  in
schools of 50,000 to 200,000 along the Atlantic and Gulf Coasts.

Menhaden  utilization  in the United States preceeded the landing
of the pilgrims.  The East Coast Indians planted corn along  with
a  fish  called  munnawhatteaug (menhaden)  as a fertilizer.  They
passed this technique on to the early settlers.  The early 1800 »s
saw the organization of a number of  small  companies  to  supply
manhaden  for  fertilizer.   In  the 1850*s the first large-scale
reduction plants appeared on the New  England  Coast,  and  since
then  the  fishery  has grown to a multi-million dollar industry.
Landings  totaled  863,000  kkg  (1.9ft  billion  Ibs)  for  1972,
comprising  HI  percent of the total U«S. landings for that year.
Fifty-seven percent of the landings were from the Gulf of  Mexico
with the balance from the Atlantic Coast (1) „

Landing  statistics  from 1950 to 1956 show that catches from the
Atlantic increased  from  318,000  kkg   (0.700  billion  Ibs)  to
699,000  kkg  (1.54  billion  Ibs),  comprising 73 percent of the
catch in 1956, and since then have shown a general decline.   The
Gulf  fishery,  on the other hand, has been.increasing, and first
exceeded the Atlantic in 1963, when MO,000  kkg  (0.968  billion
Ibs)   were  landed.  The Gulf fisheries have held their lead over
the Atlantic consistently since 1963 (Figure 9)  (1).

Both Atlantic and Gulf menhaden are caught with purse seine nets,
the principal gear utilized by  the  industry  since  1850.   The
menhaden seine is 400 to 600 ra (1312 to 1969 ft) long, 25 to 30 m
(82  to  98  ft)  deep  with  3 to 6 cm  (1.2 to 2.ft in.) mesh.  A
typical operation consists  of  two  smaller  seine  boats  which
accompany  a  carrier  vessel  20  to 60 m (197 ft)  in length and
which has a hold capacity ranging from ft5 to 544 kkg (50  to  600
tons).  Fishing generally takes place during the day within 60 km
(37  mi)  of  the reduction plant.  A small plane is used to spot
concentrations of fish and direct the carrier boats to them.   At
the  fishing  site  a suitable school of menhaden is selected and
the seine boats dispatched.  The boats.separate at the school and
each plays out its half of the net until the fish  are  enclosed.
The  net  is then joined and its perimeter reduced to concentrate
the fish.  The carrier vessel comes alongside the net  and  pumps


                               29

-------
•the  catch  aboard.   The  catch  is  generally  delivered to the
reduction plant within one day of landing.   The  holds  of  some
vessels  are  refrigerated, allowing the carrier to remain at sea
for longer periods.

The fishing season in the Atlantic runs from April  to  December.
Table 8 lists the typical seasons for the North, Middle and South
Atlantic.

The  fishing  season  on  the Gulf-coast runs from May to October
with peak months in July and August  (2) .

Ninety-nine percent of  the  menhaden  landed  in  the  U.S.  are
reduced  for fish meal, oil, and fish solubles.  The fish meal is
primarily utilized as a protein supplement in animal feeds.  That
oil which is  exported  is  used  in  shortening  and  margarine,
domestically  it  is  used  in  protective  coatings, lubricants,
medicinals, cosmetics and some soaps.  A  limited  market  exists
for fish solubles as a liquid fertilizer.  They are also combined
with fish meal for use as animal feed.

Meal,  oil,  and  solubles  are extracted from the fish via a wet
reduction process.  This process consists  of  cooking  the  fish
with  live  steam  at  about  2<*0°F.   The  cooked  fish are then
pressed, separating the fish into press cake (solids)  and  press
liquor  (liquid).   The  press cake is dryed, ground, and sold as
fish meal.   The  press  liquor  is  clarified  and  the  oil  is
separated.   The oil is then further refined, stored and shipped.
The de-oiled  press  liquor,  known  as  stickwater,  is  usually
evaporated to about 50 percent solids and sold as fish solubles.


Anchovy

The  northern anchovy (Enqraulis mordax)  is a small pelagic fish,
averaging six inches in length at maturity,  which  is  found  in
large  schools  off  the west coast of North America,  Feeding on
plankton  as  well  as  small  fish,  the  anchovy '
-------
                                                                           	 TOTAL LANDINGS
                                                                           	 ATLANTIC LANDINGS
                                                                            — GULF LANOINBS
                  \
                   A


    i960   1961
                     —I	
                      1963
                            1964    1965    1966    1967    i968    1969    1970
—,—
 1971
Figure  9.   Atlantic and  Gulf  menhaden  landings,  1960-1971    (1)

-------
                                                                          WSHOWIS
                                                                          MCtFIC MMHKS
OJ
fSi
              Figure 10. 'California landings of Pacific  sardines and anchovies     (3)

-------
acceptance of the canned product, landings declined to 11,600 kkg
(19,400  tons)  in  1957  and  4720  kkg (5200 tons) in 1958 (3).
Landings did not again exceed 4500 kkg   (5000  tons)  until,  1966
when,  for  the  first time in over 40 years, anchovy were fished
mainly for reduction purposes (4).   The  major  portion  of  the
anchovy  harvest  is now utilized by the reduction industry4  The
season quota for the industry is currently 104,000  kkg   (115,000
tons)  (1) .

The  total  adult biomass of anchovy has been estimated to be 4.1
to 5.1 million kkg  (4.5 to 5.6 million tons), 50 percent of which
resides off California  (4),  The  1972  harvest  of  anchovy  was
67,678   kkg   (74,535  tons),  up  41  percent  from  1971  (1) .
Preliminary figures indicate the catch for 1973 was  higher  than
previous years (1) ,

Once caught, the anchovy are stored'in the boat holds, until they'
are pumped directly into the plant.  Reduction of anchovy to fish
meal,  oil  and  solids  is  essentially the same process as that
employed using menhaden.
FINFISH

The term wfinfish" is used in this  section  to  refer  to  those
fishes  (excluding  shellfishes)  which  are  processed for human
consumption.   Included  are  pelagic  species  such  as  salmon,
herring, ocean perch, mackerel, etc.; and benthic species such as
halibut,  flounder,  cod,  sole,  etc.   Finfish landings it) 1972
totaled 650 million kg   (1432  million  Ibs),  which  represented
about 30 percent, of the total landings for that year  (1) .

As  changes  in  species  availability, consumer demand, and food
technology occur, the quantities of various types of fishes  har-
vested and the methods of processing vary considerably.  Over the
years  the  industry  has  shifted emphasis from salting, drying,
smoking, and pickling to freezing and canning as methods of  pre-
servation.   In most cases the fish are prepared by evisceration,
then  reduction  to  fillets  or   sections,   and   subsequently
application  of  preservation  technology.   Each  of the various
finfish processing industries considered during  this  study  are
introduced  below;  a  more detailed process description for each
appears in Section IV,


Salmon

One of the most important finfish processing segments covered was
the preservation of salmon by canning and freezing.

The first salmon cannery was located on the Sacramento  River  Is
California  and  produced  2000  cases  in  1864.  Soon canneries
appeared along most major river systems of the West Coast,  Local
regulation of  the  fishery  began  in  1866.   However,  growing


                              33

-------
urbanization  and  resultant pressure on the salmon spawning runs
has significantly reduced the number of  plants  along  the  West
Coast.   The  largest  segment  of the fishery is now centered in
Alaska.

Five species of Pacific salmon are harvested  in  Alaska,  Oregon
and  Washington.  This harvest comprised 8.4 percent of the total
United States landings and 16.1 percent of the relative value  in
1972   (1) .   Eighty-six  percent  of the salmon harvested in 1972
were caught in Alaska and were processed by 43 plants.  Figure 11
shows the Alaska salmon catch by species for the past  15  years.
Most of the remaining 14 percent of the salmon harvest was landed
in  Oregon  and Washington, and processed by 20 plants.  The 1972
Pacific salmon pack of 98,400 kkg (217 million Ibs) , down  43,300
kkg (95.4 million Ibs)  from 1971, was one of the; poorest years on
record.   The  1973 season in Alaska was less productive than the
1972 season; the 1973 Puget Sound season was also unimpressive.

Processing plants in Alaska are  typically  located  in  isolated
areas or in small towns,  centers of production in Alaska include
Dillingham, Naknek, Chignik, Kodiak, seward, Petersburg, Wrangell
and  Ketchikan.  Most salmon processing in Washington takes place
in the Puget Sound area, and, in Oregon, around the mouth of  the
Columbia River.

The  salmon  are most .often frozen and canned; relatively few are
sold on the fresh market.  There, recently has been a trend toward
an increase in the volume of frozen salmon and a decrease in can-
ned salmon.  The 1972 canned salmon pack is described by area and
species in Table 9.

Because of short seasons (Table 10)  .and the large numbers of fish
to be processed, the plants in Alaska are  typically  larger  and
operate  longer  hours  than  plants  in  Washington  and Oregon.
Season peaks in Oregon and Washington are not as well defined  as
those  in Alaska; good fishing is available for longer periods of
time.  Alaska salmon canning plants were observed to  contain  as
many as five lines (individual canning lines)  and process "around
the  clock"  if  enough  fish  were  being  caught.   The freezing
operations were also often observed to be processing 24 hours per
day in Alaska.

Severe winters, foreign fishing pressure  and  "off"  years  have
greatly  reduced the recent Bristol Bay red, (also called sockeye
or blue back)   salmon  (Oncorhynchus  nerka)  runs.    These  fish
populations  typically  fluctuate  on  a  five-year  cycle.   The
largest portion of the 1970 red salmon  catch  was  harvested  in
Bristol Bay with the main center of processing located at Naknek.
The  red  salmon  average 2.3 kg to 3.2 kg  (five to seven Ibs)  at
maturity.  The last "peak"  year  occurred  in  1970,  when  over
68,100 kkg  (150 million Ibs) were harvested.  Only 22,200 kkg (49
million  Ibs)  were harvested in the U.S. in 1972.  In addition to
Bristol Bay, other areas with  good  sockeye  runs  are  Chignik,
Copper  River,  Fraser  River  (British  Columbia)  and the rivers

                               34

-------
CO
01
            EL
            3C   50
                25 4.
                                                                                                                 REDS   .	•
                                                                                                                 PIHKS  /V-	i
                                                                                                                 CHUMS O	0
                                                                                                                 KINGS O	d
                                                                                                                 SILVERS O+ + + *-*«
                        1996   1359   I960    1961    I9«    1963   1961    1965   f366    Be?   »69    1965   1970    1971    I9T2    1973
                              Fiqure 11.    Alaska  salmon landings  by species   (1)

-------
               Table 9.  1972 Pacific  canned  salmon  packs  and values  (1)
OJ
o>
Alaska
Species
Red or
sockeye
Pink
Chum
Silver
or coho
King or
chinook &
steelhead*
TOTAL
Cases
x 1000
519.9
610.8
473
50.4
13.2
1,667.3^
Value ($)
x 1000
35,013
28,008
18,761
2,566
652
85,000
Washington
Cases
x 1000
107.6
12.8
52.8
9.5
7.6
190.3
Value ($)
x 1000
7,894
580
2,113
944
393
11,924
Oregon
Cases
x 1000
4.7
0.4
1.0
7.3
21.1
34.5
Value ($
x 1000
351
38
42
274
1,229
1,934

      * Note that the steelhead is not truly  a  salmon?  rather it is an anadramous rainbow trout,

-------
CO
SALMOf
HALIBU
a
PINK _
SOCKEYE
CHUM__
COHO 	
KING 	
f
JAN








FEB








MAR








APR








MAY







!*+<

JUNE



t»*<




>+•+++<

JULY


!*•><

>**|



*•**•*•*

>+•••<

AUG


«**!


|»^

|**4

••••<*

K*-*^*-

SEPT




»^|

•^1


>**+*.

OCT








NOV








DEC








     Table 10.  Processing season peaks  for.Alaska salmon and halibut    (6)(7)

-------
flowing into Puget Sound.  The red salmon  cycle  in  the  Fraser
River is typically a four year cycle.  Many Eraser River fish are
harvested  by U.S. fishermen before entering Canadian territorial
waters.

Pink, or humpbacked salmon CO.  gorbuscha)  range  from  Northern
California  to  the Bering Sea, but most are harvested in Central
and Southeastern Alaska  and  Puget  Sound.   These  salmon  peak
typically on a two-year cycle, with *large runs occurring in even-
numbered years.  However, some areas may have runs of equal sizes
in  successive  years.  In 1972, 22,200 kkg fi8.8 million Ibs) of
this species were harvested.  Each fish at maturity weighs 1.4 kg
to 2.3 kg (three to five Ibs) .

Caught incidentally along with the  red  and  pink  salmon,  over
18,600 kkg (41 million Ibs) Of chum, or dog salmon (O. ketaj  were
harvested  in 1972.  This fish, like the pink salmon, ranges from
Northern California to the Bering Sea.  Special late seasons  for
gill  netting  the  dog salmon are held in Alaska.  Their average
weight is 2.7 kg to 3,6 kg (six to eight Ibs).  Coho,  or  silver
salmon   (O.  kisutch)  and  the  king,  or  Chinook  salmon  (P..
tschawytsgha) are caught mainly in Southeastern Alaska  and  along
the  Oregon  and Washington coasts,  A well-known king salmon run
also occurs at Dillingham in Bristol Bay.  The coho salmon caught
in 1972  totaled  2400  kkg  (5.3  million  Ibs)  and  the  kings
harvested  weighed  1500  kkg  (3.2  million  Ibs) «,   King salmon
average 5.1 kg to 11.ft kg  (12 to 25 Ibs), while coho salmon range
from 2.7 to ft.l kg (six to nine Ibs) at maturity.

Regulation of the salmon fishery  is  accomplished  by  employing
quotas  (limiting the catch)  and limitations on vessel and equip-
ment size and efficiency.  Seasons in Bristol Bay  are  generally
set  on  a day-to-day basis with closures in peak years occurring
when the daily capacity of the canneries is  reached.   In  "off"
years,  closures  are enforced when escapement is not adequate to
sustain the population.  Central and Southeastern Alaska  seasons
are set on a weekly basis.  The Puget Sound red salmon fishery is
regulated  by  a bilateral commission involving the United states
and Canada, since many of the fish come from the Fraser River  in
British  Columbia.   Seasons are set to provide proper escapement
levels in the other areas of Oregon and Washington, too.

Salmon  are  harvested  primarily  by  three  different  methods:
trolling, purse seining and gill netting.  Trolling involves four
to eight weighted lines fished at various depths.  One or two men
handle  the  relatively  small  boats.  Both artificial lures and
natural bait are used.  Troll"harvested fish are dressed and iced
as soon as they are caught, allowing a boat to be at sea seven to
ten days at a time.  Salmon caught in  this  manner  are  usually
frozen,  but may be canned.  High prices are paid for fish caught
in this manner, making trolling  economically  attractive.   Coho
and king salmon are most often caught by the trolling method.


                              38

-------
The  purse  seine is a very effective harvesting method when fish
can be found congregated or schooled.   The  net  is  laid  in  a
circle with one end attached to the power skiff.  Once the circle
is  closed,  the net is pursed at the bottom to prevent fish from
escaping.  The net is retrieved by passing  it  through  a  power
block.   Once  the  salmon are in a sufficiently small area, they
are bailed onto the boat.  This type of net is  used  effectively
in Central and Southeastern Alaska, and in the Puget Sound area.

The  last  method,  gill netting, can be fished from boats  (drift
gill netting)  or from shore (set gill netting).  Both types catch
the fish by entanglement; nets are usually set  across  migration
routes.   The  nets  are periodically "picked" so the fish can be
taken to the processing plant.  This method is used primarily  in
Bristol Bay.

A  limited  number  of fish are also taken by Indians using traps
and fish wheels.  These harvesting methods are  illegal  for  all
but native fishermen.

Larger vessels, called tenders, usually bring the salmon from the
fishing  grounds  to  the processing plant.  Fishing boats coming
into the plant because of breakdowns and  supply  shortages  also
deliver  fish  to  the  plant.  It is more common for trollers to
deliver directly to the plant  than  seiners  and  gill  netteirs.
Tenders  using  chilled  brine can store the fish up to four days
without  freezing.   Dry  tenders,  which  are  rapidly  becoming
obsolete,  must  return  to  the  processing plants daily.  A few
tenders ice their fish.

The salmon are unloaded from  the  vessels  by  means  of  either
air/vacuum,  elevator, or bucket systems, conveyed into the plant
and sorted by species into holding bins,  Salmon to be canned are
usually put through a butchering machine which removes the  head,
tail,  fins, a.id visceraj manual butchering is still practiced in
some plants.  The cleaned salmon are inspected  and  conveyed  to
filling  machines  equipped with gang knives which cut the salmon
into appropriate sized sections designed to fit the various sized
cans.  The filled cans, which may be handpacked in  some  plants,
are  then  seamed and retorted.  Other products, such as eggs and
milt, are  retained  for  human  consumption;  heads,  fins,  and
viscera are either discharged or rendered into oil and meal.

Salmon  to be frozen are beheaded and manually eviscerated before
a final cleaning in a rinse tank.  Troll-caught fish are  cleaned
at  sea  and  need only beheading and rinsing.  The fish are then
quick-frozen in blast or plate freezers at approximately -34°C  (-
29°F).  After glazing  (covering of the fish with ice or a polymer
solution), which protects them from  dehydration,  the  fish  are
stored  until  export.   Most frozen salmon are exported to Japan
and Europe.


Bottom Fish

                                 39

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"Bottom fish," for the purpose of this report, refers to  several
species  of Atlantic, Gulf, or Pacific food fishes.  The types of
fish included vary according  to  the  geographic  area  and  the
harvesting  method  employed.   Also,  depending on the locality,
different generic names are applied to  these  kinds  of  fishes.
The  term "bottom fish" is used primarily on the West Coast.  The
term "finfish" usually refers to those species of fish which  are
caught  together,  are  predominantly  pelagic varieties, and are
primarily handled by  plants  located  in  the  Middle,  Southern
Atlantic  and  Gulf  Coast  regions.   "Ground  fish"  refers  to
varieties of fish that inhabit the North Atlantic region.

Bottom fish are ordinarily  limited  to  the  continental  shelf,
living  on or near the ocean bottom.  On the East Coast the shelf
may extend (in places) , over 200 miles, while the West  Coast  is
characterized  by  a  narrower  shelf  extending about ten miles.
These continental shelves provide  a  rich  environment  for  the
proliferation  of  this fishery resource.  United states landings
of classified species  of  bottom  fish  were  238,000  kkg  (525
million  Ibs)  in  1972, which represents 35 percent of the total
landings of edible finfish for that year.

Individual plants may utilize both  mechanical  and  conventional
means  to  prepare  fish  portions or whole fish for market.  The
majority of the fish is frozen while the  remainder  is  marketed
fresh.

With  respect  to the bottom fish found off the Atlantic and Gulf
Coasts, more than 40 different species are harvested.   Table  11
lists the species which constitute the majority of the landings.

The  fishing  season  is  open  all year, with the peak occurring
during the summer months.  Because of the infringement of foreign
fishing vessels, the ground fish industry in. the  North  Atlantic
is  decreasing  in  size.  However, recent legislative action has
been aimed at  re-defining  the  limits  of  these  rich  fishing
grounds,  and  hopefully will result in an equitable distribution
of the catch among the various countries.

The Pacific Coast bottom  fishery  appears  to  be  a  relatively
stable  industry at present.  The current limits on the growth of
the industry are determined  mainly  by  fishing  conditions  and
market  demand.  The peak season usually occurs during the summer
months; however, for most  species,  the  season  is  continuous.
Table  12 lists average landings of the major Pacific bottom fish
species.  Market  demand  is  affected  by  consumer  preference,
special seasons, and labor availability.  Future expansion of the
industry  will  probably  be dependent on an increased demand for
such products as fish protein concentrate or fish flesh.

Ground fish  in  the  North  Atlantic  and  bottom  fish  on  the
Northwest  Coast  are  harvested  primarily by large trawlers.  A
trawler is a boat equipped with  a  submersible  net,  termed  an
otter  trawl,  which is dragged behind the boat at various depths


                               40

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            Table  11.  Major  species of Atlantic
            and Gulf bottom fish    (1)
            Species
       Landings
1967-1971 average (kkg)
Flounder:
 yellowtail  (Limanda ferruginea)
 blackback  (Psuedopleuronectes
   americanusl
 other~~~

Ocean perch  (Sebastes marinus)

Whiting  (Marluccius bilinearis)

Haddock  (Melanogrammus aeglefinus)

Cod  (Gadus morhua)

Mullet  (Musel cephalus)

Seatrout:
 gray (Cynoscion regalis)
 other  (Cynoscion spp.)

Pollock  (Pollachius virens)

Croaker  (Micropogon undulatus)
        30,267

        10,438
          4673

        27,545

        24,646

        23,892

        23,325

        14,482


          2811
          3230

          4036

          3126
                            41

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                 Table 12.  Major species of
            Pacific bottom fish
             Species
       Landings
1967-1971 average (kkg)
Flounders (numerous species)

Rockfishes  (numerous Sebastes
  species)

Ocean perch  (Sebastes alutus)

Hake (Merluccius productus)

Red Snapper  (Sebastes rubirrimus)

Cod (Gadus macrocephalus)
        20,697


        12,047

          6194

          6030

          4811

          2560
                             42

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depending on the types of fish pursued.  The mouth of the net  is
kept  open  by a cork line on top, a lead line on the bottom, and
"doors"  (metal or wood planning surfaces) on the sides.  The fish
are swept into the mouth of the net and accumulate in the heavily
reinforced rear portion, the cod end.

The smaller "finfish" fishery on the  South  Atlantic  Coast  and
Gulf   Coast  is  harvested  by  various  methods,  depending  on
locality.  The otter trawl is the major method used in the  Gulf.
Haul  netting  and  pound  netting are two methods regularly used
along the mid-Atlantic Coast; the third method is  gill  netting.
Haul  netting  is  a form of beach seining in which a long net is
anchored to the shore, pulled out to sea, then circled around and
brought back into the beach.  The area impounded by  the  net  is
then  shrunk  by  pulling the net onto the beach, and the trapped
fish are collected.  The second method, "pound netting," involves
stringing a net perpendicularly  to  the  shore  and  creating  a
circular impoundment at the offshore end of the net.  As the fish
swim  into  the  net,  they  tend to follow it seaward until they
reach the impoundment, in which they are trapped.

Bottom fish processing  primarily  involves  the  preparation  of
filleted portions for the fresh or frozen market.  Whole fish and
fish  cakes may also be prepared depending on the region and kind
of fish processed.  The fish are delivered to the docks  and,  if
not  previously  done  on  the  vessel,  are  sorted according to
species.  Fish to be filleted are passed through a pre-rinse  and
transported  to  the fillet tables where skilled workers cut away
the  two  fleshy  sides.   These   portions   are   then   either
mechanically  or manually skinned prior to packaging.  Whole fish
are run through a descaling machine, or may be descaled by  hand,
and  eviscerated.   Most  whole  fish  go  directly  to the fresh
market,

A relatively new  process  within  the  United  States,  utilizes
recently-developed  flesh  separating  machinery to extract flesh
from fish.   Frozen  cakes  and  blocks  are  the  end  products.
Although  new,  the  process  holds  much  promise because it can
attain high yields, utilize previously ignored fish species,  and
serve  large  markets.   The foundation for this process was laid
when  Japanese  and  German  inventors  created   the   prototype
machinery  for  extracting  flesh  from  eviscerated fish without
incorporating bone and  skin  into  the  finished  product.   The
method of operation essentially is a shearing and pressing action
created  by  a  rotating perforated drum bearing against a slower
moving belt that holds the fish tightly against the drum.


Halibut

Two species of halibut are harvested in the United  States.   The
Atlantic  halibut (Hippoglossus hippoglpssus>, which is harvested
off the Northeast Coast, comprised less than one percent  of  the
total  halibut  catch in 1972.  The Pacific halibut (Hippoglossus


                              • 43

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stenolepis) is harvested from Northern California to Nome, Maska
(Figure 12).  Alaska and  Washington  accounted  for  69  and  31
percent,  respectively,  of  the  west  Coast  harvest  in  1969.
Processing plants in Alaska are typically located in small  towns
such  as  Sand  Point,  Kodiak,  Seward,  Juneau, Pelican, Sitka,
Petersburg  and  Ketchikan.   The  centers   of   production   in
Washington are Bellingham and Seattle.

The  halibut  fishery  was  first conducted over the entire year,
with most of the  catch  occurring  between  March  and  October.
Season  closures  and  catch  limits were instituted in the early
1930*s when the stocks became  severely  depleted.   The  Pacific
halibut  fishery  is  now  regulated by the International Pacific
Halibut Commission  (IPHC) to which the United Statesf Canada, and
Japan belong.  It is the IPHC that  does  most  research  on  and
regulation  of  the  fishery.   The harvest of the halibut in the
United States has been dropping in recent years  (Figure  13)  and
the  1974  halibut  quota  may be less than 30 million pounds for
both the United States and Canada  combined   (5).   IPHC  figures
estimate  the 1970 annual loss to Canadian and American fishermen
at 3400 kkg (7.5 million Ibs).  Japan and Russia  harvested  most
of their halibut while trawling for ocean perch and shrimp.  As a
member  of the Commission, Japan is supposed to return the cauqht
halibut to the ocean, but survival of these fish is poor  (6).

Halibut fishing is effected with "longlines," which are  composed
of   numerous   smaller   units,   called   "skates,"   that  are
approximately 457 m (1500 ft)  long.   Hooks  and  smaller  lines
called  "beckets"  are attached to the skate at intervals ranging
between 4.0 m (13 ft)  to 7.9 m (26 ft).   The  hooks  are  baited
with a variety of fish including salmon heads and tails, herring,
and  octopus.   The longlines {sometimes several miles in length)
are usually fished at depths of 82 m  (270 ft)  to 274 m  (900  ft)
from four to 30 hours.  Anchors are used to keep the longlines in
place and flags are used to mark the ends of the lines.

Once  the  halibut  are brought on board the boat, they are imme-
diately butchered and iced.  Some halibut  are  beheaded,  others
are  not.  Depending on vessel size, 4.5 kkg  (5 tons)  to 36.3 kkg
(40 tons) of crushed or powdered ice is used on each  trip.   The
average  length  of  a  trip  in  Southeastern Alaska is 13 days,
whereas 20 to 25 days is common in the Alaskan Gulf (8).

After delivery to the processing plant the halibut may be  either
frozen  whole or reduced to skinned, boneless meat sections known
as "fletches.n  Upon receipt at the docks, the fish are beheaded,
if they haven't been previously,  the coelom flushed of ice,  and
then  the  fish  are  graded according to size.  Depending on the
plant, fish to be frozen whole  are  washed  either  manually  or
mechanically  and  transferred  to  freezing  tunnels which quick
freeze the fish at -45°C   (-49°F).   Further  processing  of  the
halibut into portions then takes place after shipment to a retail
packaging  firm.  Processors that "fletch" the halibut grade them
into lots of under 27 kg (60 Ibs) and over 27 kq  (60  Ibs);  the


                               44

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105°
120°
135°
150°
165°    180°     165°     150°    135°
120°
105°
                                                                                          70'
                             DISTRIBUTION OF THE PACIFIC  HALIBUT
                                   MAJOR FISHING GROUNDS
                                                                150°
                                                                     135°
   Figure  12.   Distribution  of the Pacific halibut      (8)

-------
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                     46

-------
fish under 27 kg are frozen whole as previously mentioned.  Those
fish  greater  than  27 kg are butchered to remove four fletches.
These sections  are  then  trimmed,  washed,  and  quick  frozen.
Larger  trimmings  are  marketed to be smoked, breaded, etc., and
the large  fletches  are  usually  distributed  to  institutional
outlets from which steaks are then cut.
Sea Herring

Atlantic  herring  {Clupea harenqus harengus) are one of the most
abundant food fishes in the North  Atlantic,  especially  in  the
Gulf  of  Maine.   The  Pacific herring {Clupea harengus ppllasi)
fishery has never been large  and  has  been  steadily  declining
since  1952.   The same is true of the Pacific sardine  (Sardinops
caeruleus) , which has been on the decline since 19*18;  commercial
landings  ceased  after  1919 in British Columbia, Washington and
Oregon (3) .  A law was passed by the  California  legislature  in
1967  establishing  a  moratorium  on  the  taking of sardines in
California waters.  No Pacific sardines have  been  -canned  since
1968 (1) .

The  canning  of  small,  immature  fish  as sardines is the most
important use of  Atlantic  herring.   The  use  of  herring  for
reduction  to fish meal has declined as the resource declined and
as the value for direct human food increased.  The  filleting  of
both  the  Atlantic  and Pacific herring is a small but expanding
industry.  Landings of sea herring in  1972  totaled  46,300  kkg
(102  million  Ibs),  up  17  percent  from  1971 (1).  The North
Atlantic harvest comprised 85 percent of the  1972  total;  Maine
supplied  well  over  half  the  sardines  consumed in the United
States.
Sardines

The first United States commercial sardine canning operation  was
established  at  Eastport,  Maine  in  1871  and the industry has
remained centered in that state.  During the 1950's,  the  number
of  canneries  averaged  about 45; however, because of decreasing
fish supplies,  foreign  competition,  consolidation,  and  other
factors, the number of active processing operations has decreased
to  17  (10).  Most of the plants are relatively old and are built
on piling over the water.  Figure 14 shows the U.S. production of
canned  sardines for the past 12 years.

Sardines are harvested by three methods:   purse  seine's,  weirs,
and stop seines.  Stop seines and weirs are used to trap the fish
while   they  are in a cove at high tide.  When the tide starts to
recede  the fish try to leave the bight and  become  entrapped  in
the net.

After   the  fish  are  caught  the  scales  are  removed prior to
storing.  The "pearl essence" from the  scales  is  used  in  the


                                47

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O3
        w
en
Q
a
D
O
ft

2
O
H
         H
         s
            100
     75
              50
              25
               0
                 I960
                               1964
1968
1972
            Figure 14.   u.S.  production  and imports of canned sardines, 1960-1972

-------
manufacture  of  cosmetics,  lacquers, and imitation pearls.  The
fish themselves are salted down, layer by layer, to preserve them
while in the hold.  The fish are usually pumped out of  the  boat
and  transferred  to  refrigerated brine tanks for storage.  They
are then flumed or mechanically conveyed to the  cutting  tables,
where  the  heads and tai ' s are removed.  Depending on size, four
to twenty fish  are  hancl <;-•••* eked  into  the  characteristic  flat
sardine can.  The fish are then precooked in a "steam box" for 30
minutes  in  the  open cans.  The cans are then removed, drained,
and oils or sauces are added, after which they are vacuum sealed.
The sealed cans are retorted to sterilize the  product  prior  to
storage or shipment.


Herring Filleting

Sea  herring  fillets  are  produced  on  both  the East and West
Coasts, with  the  processing  centers  located  in  Southeastern
Alaska  and  in  Hew  England„   The  filleting  operation  is  a
relatively recent development, having been used  i;n  New  England
for only three years and having started in Alaska just last year.
The  market  for herring fillets is expanding; the future of this
new utilization method looks promising.

The fish are harvested and delivered to the processor in the same
manner as described,for the sardine canning operation.  They  are
passed  through a machine which first removes the head, tail, and
viscera and then  splits  the  fish  into  boneless  sections  or
fillets.   The  fillets are sorted, boxed, and frozen for export.
During the spawning  season,  the  roe  and  milt  are  sometimes
recovered and exported to Japan and England, respectively,

SHELLFISH                                 .   '        '       '

The  term  "shellfish" in this report applies to those species of
marine animals belonging to the following  phyla:   1)  mollusea,
such  as  clams, oysters, abalonef scallops, :and conchs; 2) arth-
ropoda, such as lobsters;  and  3)  echinodermata,  such  as  sea
urchins.   Shellfish  processing  is  practiced along much of the
U.S. coast,  with  both  isolated  and  concentrated  centers  of
production.   In  1972,  86,000  kkg   (190 million Ibs) of edible
shellfish were landed in the U.S., with a value  of  380  million
dollars  (1).   Table  13 summarizes the 1972 landings and values
for the most important shellfish species,  statistics on landings
for clams, oysters and scallops are shown  in  weights  of  meats
excluding  the  shell.   Landings for lobsters are shown in round
(live) weight.

Clams

The harvesting of clams accounts for about  two  percent  of  .the
volume  of  the  landings  in  the  U-S» seafood industry and 4.8
percent of the total value.  The most  important  types  are  the
surf, hard, and soft clams.


                                49

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            Table  13.  U.S.  landings  of  shellfish by species
en
o
1971
Species
Clams :
Hard
Soft
Surf
Other
Oysters
Scallops :
Bay
Calico
Sea
Weight (Ibs)
x 1000
17,216
11,829
52,552
1062
54,585
1455
1566
6264
Value {$)
x 1000
17,025
6467
6905
143
30,426
2428
783
8829
1972
Weight (Ibs)
x 1000
16,336
8769
63,441
554
52,546
479
1342
6995
Value ($)
x 1000
18,501
5252
7931
175
33,819
786
843
12,625
1967-1971
(average)
Weight (Ibs)
x 1000
16.206
11,680
51,010
1374
56,446
1574
1019
9386

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About  87  percent of the clam harvest occurs in the mid-Atlantic
region, with about 11 percent in New England  and  2  percent  in
other  areas.  Of the clams harvested in the mid-Atlantic region,
61 percent are surf, 20 percent hard, and 17 percent soft, with 2
percent being miscellaneous species  (1} .

The surf clam (Spisula solidissina) , also  known  as  bar,  hand,
sea,  beach,  or skimmer clam, is found from the southern part of
the Gulf of St.  Lawrence to the northern shore  of  the  Gulf  of
Mexico.  Commercially harvested clams are found at depths of from
8  to  58 m  (25  to 190 ft).  The clams bury themselves to a depth
of about 15 to 20 cm (6 to 8 in.) in a  a  substrata  of  gravel,
sand, or muddy sand.  Their size varies with geographic location.
In  the  most  productive area, from Long Island to Virginia, the
clams range from 15 to 22 cm  (6  to  8-3/4  in.) .   The  marketed
clams  average  5 to 6 years in age; natural life spans are about
17 years.

Surf clams are harvested all year, weather permitting, for  8  to
12  hours per day, about 20 miles from shore, using a 1 to 2 m (3
to 6 ft)  wide steel dredge.  A hose pumping about 5700 to  11,000
1  of  water  per  minute  (1500 to 3000 gpm) breaks up the ocean
bottom in front of the dredge, enabling the clams to be  loosened
and netted.  A full dredge yields from 760 to 910 1 (25 to 30 bu)
(11) -

The  processing of surf clams consists of three basic operations:
shucking,  debellying,  and  packing.   The  clams   are   either
mechanically or hand shucked.  Hand shucking operations generally
use  a  hot water cooker before removing the clam from the shell.
Mechanical operations use a steam cooker or a  shucking  furnace.
The  meat  is  then  removed from the shell by the use of a brine
flotation tank.    The  shells  are  stockpiled  and  utilized  in
landfills or road construction or piled to dry for subsequent use
as media for shellfish larvae attachment.

The clams are often debellied manually, although there is a trend
to  automate this operation.  The viscera and gonads removed from
the surf clam  are  either  dumped  directly  into  the  adjacent
receiving  waters,  or  saved  for  bait  or hog food.  There are
several final products:  fresh pack as whole clams,  canned,  and
frozen clams.

The  several  washing  operations  result  in  a  high  volume of
wastewater, especially in the mechanized plants.


Hard Clams

"Hard clam" refers to a quahog or quauhog (Meicenania  mencenania
Venus  meicenania,  Cvprina  islandica, Arlica islandica), butter
clam (Saxidonus nuttali) , and little neck clam  (Papes  staminea).
The  hard clam,  also known as cherry stone, chatter, little neck,
or round clam, is found from the Gulf of  St.   Lawrence  to  the


                               51

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Gulf  of  Mexico with a few Pacific Coast locations; however, the
main centers of  industrial  activity  are  Massachusetts,  Rhode
Island, New York, North Carolina, Florida and Washington.

The  adult  clam  is  5  to 10 cm (2-4 in.) long.  It is found on
sandy, muddy substrata from the high tide line to depths of about
18 m (60 ft) and 24 to 46 m (80 to 150 ft) deep, three to  twelve
miles   off   shore.   The  clam  meat  has  a  similar  chemical
composition to oyster, but contains more protein per unit weight.
Manual means such as rakes, and oyster tongs  are  used . inshore,
whereas, power operated Nantueket-type dredges are used offshore.
The  dredge  acts  as  a  multi-toothed plow, digging through the
bottom and scooping the shellfish into an attached bag.

Ocean quahogs are harvested all year and the  clam  beds,  unlike
inshore  areas,  remain  unmanaged.   The  clams  arrive  at  the
shucking houses by truck 15 to 30 hours  after  being  harvested.
They  are  then  washed and shucked into metal colanders, washed,
weighed, and packaged.  The operation is very similar to a manual
oyster shucking operation.  The hard clams have a  longer  frozen
shelf  life  than  the other clams; however, a few are sold fresh
for use in chowder  (12).


Soft Clams

The soft clam (Mya anenonia)  is located on the  East  Coast  from
Labrador  to  North  Carolina,  with  a few locations on the West
Coast.  The economically important centers range  from  Maine  to
Massachusetts  and  the  Chesapeake  Bay  region.   It is a small
industry which operates in conjunction with the oyster  and  blue
crab  business.   Clams  are processed all year except during bad
weather, in parts of the summer when normal dieoff  takes  place,
and when water quality fails to meet state regulations.

In  New England, where the soft clams are mainly intertidal, hand
forks or hand hoes are the dominant harvesting  techniques.   The
hydraulic  dredge is used in the Chesapeake Bay area.  The dredge
utilizes water pressure to disturb the  bottom  sediments  and  a
conveyer  belt  brings the clams from the 2,5 to 6 meter (8 to 20
ft) depth to the surface, where the mature clams are sorted  out.
At  the  present  time,  about  21,000 cu m (700,000 bushels) are
harvested by 150 licensed dredgers per year in the Chesapeake Bay
area (13).

The number of clam beds is being  reduced  by  a  combination  of
factors  such  as pollution from municipal and industrial wastes,
high temperatures, siltation, low salinity and dredging which has
stunted growth and led to  high  bacterial  counts.   The  market
demand  is increasing due to the increasing use of the surf clam.
Recent trends are toward further processing  using  breading  and
for chowders,


                                 52

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The processing of soft, clams is very similar to the processing of
hand shucked oysters.  The entire clam is removed from the shell,
washed,  fresh  packed,  and shipped for further processing since
they are rarely eaten raw.  Those which are not fresh packed  are
canned,  sold  in  the  shell, or used for bait by fishing boats.
Most plants are small, employing 8 to 30 shuckers (12) .


OYSTERS

The three species of oyster important in the  United  States  are
the American, Eastern, or Virginia oyster (Cassostrea virginica) ,
the  Japanese  or  Pacific  oyster  f Cassostrea  giqass) , and the
Olympia or native oyster  (Ostrea Igrida) .  The eastern oyster  is
found  on  the east coast of North America and on the Gulf Coast.
In the north it takes four to five years to  reach  a  marketable
size  of  10 to 15 cm (4 to 6 in.) and less than one-and-one-half
years in the Gulf.  Pacific oyster seed originates in  Japan  and
is  planted  along  the  West  Coast.  The shell is- elongated and
grows to 30 cm (12 in.)  or longer.  The Olympia oyster , native to
the Northwest, rarely exceed six cm (2.75 in.)
Oysters are marketed in the shell, fresh packed, steamed, smoked,
frozen, breaded, and in chowders and stews.  A  large  amount  is
utilized  by  restaurants.   The  shell  is  used commercially as
poultry food, in fertilizer, concrete,  cement,  Pharmaceuticals,
road construction, and as media for oyster larvae attachment.

Harvesting  varies according to the area.  On the West Coast, the
oyster seed used is sent from Japan annually and may be strung on
wires which are suspended  from  wooden  racks,  which  are  then
suspended in the water.  After a year the wires are cut, allowing
the oysters to continue to grow on the bottom.

In  New  England, oysters are harvested by large suction dredges,
with most of the beds being  privately  owned  and  managed.   In
contrast,  only antiquated techniques are allowed by State law in
Maryland* s Chesapeake Bay.  Harvesting occurs  between  September
15  and  the end of April using hand tongs and sail dredging.  In
Virginia, the season is from October to March on  public  grounds
and  all  year  on  beds  leased  from  the  State.   Oysters are
harvested using a boat towing  a.  four  foot  wide  dredge.   The
dredge  acts  as  a plow, digging through the bottom and scooping
the oysters into attached  bags,   In  the  southern  states  the
oyster  flats  are  often  exposed at low water and hand picking,
grabs, and hooks are most often used.  Overall,  dredges  harvest
about  63 percent; tongs, about 36 percent; and forks, rakes, and
hand picking, the remainder.

The harvest of oysters in the tjnittel States by all methods totals
about 22,000 to 27,000 kkg  (50 to 60 million  Ibs)  live  weight.
About  80  percent  of  the  total  production  is taken from the
Chesapeake Bay and Gulf Coast regions, with  the  largest  volume
landed  in  the  Chesapeake  Bay,  particularly in Maryland  (15) .

                                S3

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Figure 15 reviews the history of oyster meat  production  in  the
United States by region.

Aquaculture, using techniques developed by the Japanese, is being
used increasingly to raise production.  It has been found that by
"artificially"  optimizing  conditions  more oysters can be grown
per unit area of bottom, the growth rate can be doubled, they can
be grown in areas where the bottom is unsuitable, the quality  of
the  meat  is  improved, and predator loss is reduced.  Figure 16
shows a comparison of the growth of raft and bottom grown oysters
at one location in New England.  Today,  Japan  uses  aquaeulture
nearly exclusively and harvests 21 kkg (23 tons) of meat per acre
per  year;  the  United States averages about 2 tons per acre per
year.

There  are  several  factors  which  will  influence  the  oyster
industry in the future.  The application of scientific techniques
must  increase to raise production.  Due to a shortage of workers
and  high  labor  costs,  mechanical  shucking  devices  must  be
designed.    It   may  be  possible  to  increase  production  by
developing hybrids which are faster growing,  disease  resistant,
better  adapted  to environmental conditions, uniform in size and
shape,  and  more  prolific.   Oysters  are  very  sensitive   to
environmental conditions.  The number of acres from which oysters
can  be harvested has been decreasing yearly and low cost foreign
imports have been cutting into the American market.

The process for hand shucked oysters  is  essentially  the  same,
regardless  of  species,  plant  size,  or location.  On the West
Coast, the oysters are unloaded from the boat  at  the  plant  by
hand  or  conveyor belt and washed by nozzles suspended above the
belt.  On the East Coast, more of the oysters are trucked to  the
plants.   The  oysters are then shucked,  washed, and fresh packed
in jars or cans.

Oyster canning, in this country, is rapidly becoming uneconomical
due to the  import  of  Japanese  and  Korean  products.   Broken
oysters  are  sometimes  canned  as  stew.  The oysters are first
cooked with  spices  and  preservatives  in  large  vats  for  30
minutes.   The  meat  is  then added to the cans along with whole
milk and butter, sealed and retorted.

The steamed oyster process, which is used in the Middle Atlantic,
is considerably more mechanized  than  the  hand  shucked  oyster
process.   The  oysters are first mechanically shucked to jar the
shells far enough apart  to  allow  steam  to  enter  during  the
cooking.   After steam cooking, the meat is separated using brine
flotation tanks, washed and packed into cans.  The juice from the
steaming operation is added to the can before sealing.   A  small
number  of oysters are also smoked.  The shucked oyster is smoked
with apple wood or other hardwood  species.   The  meat  is  then
placed in a glass or tin wi€h a small amount of vegetable oil and
sealed.

                               54

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           I88O     90
                                              30
                                                     40
                                                            SO
                                                                   60    I»TO
125 T
ioo -•
25 -
             \
               \ /       v   CHESAPEAKE »*T
                    MIDDLE ATLANTIC
       NEW ENGLAND
         I8BO     90      1900     10
                                             30     40
  Figure  15.   Oyster meat  production  by  region     (]8)




                                55

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            70 ••
                                                DIFFERENCE OF
                                                 20.46 mm.
                                           DIFFERENCE OF
                                            13.14 mm.
            0 I	1	1	1	1	1	1 H---I---I —'  I	1	'	1	'	'	'	1	1—I	1	1	1	1	1	1	1	1
                SONDJFMAMJJASONDJFMAMJ  JASOND
                                  1957
                                                            1958
Figure 16.  Comparison  of raft-mnd bottom-grown oysters   (is)

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Scallops

Four  species  of  scallops  are  economically significant in the
United States:  bay  scallops  (Aeguipecten   irradians),  calico
scallops (Pecten gibbus) , sea scallops (Placopecten gtagelanicus) ,
and  Alaskan  scallops  fPla tinopecten carinus).   In this report,
sea and Alaskan scallops will  be  treated  collectively  as  sea
scallops.   The  total  scallop  harvest in the United States has
been steadily declining, with the 1972 landings being 21  percent
lower  than  the  five  year average.  Table 14 shows the scallop
landings by species for the last 10 years.

Of the three species of scallops harvested in the United  States,
sea  scallops comprise the majority of the landings, constitute ru.
an average of 78 percent of the total  catch  for  the  1968-1972
period.   Bay  scallop  landings averaged 13 percent of the total
for the five year period.   Calico  scallops,  a  relatively  new
resource,  comprised the remaining 9 percent of the average catcK
from 1968-1972.  The calico scallop fishery is  centered  in  the
Cape  Canaveral area of Florida and in North Carolina.  Estimates
for the future indicate that  all  species  are  being  harv 3ted
below the level of maximum sustainable yield, but calico scallops
are virtually untapped as a resource.

The  1972 harvest of calico scallops was less than one percent of
the estimate  of  the  maximum  sustainable  yield.   The  calico
scallop   is  very  temperature  sensitive,  which  causes  great
fluctuations in the harvest.  The 1973 market was poor due to low
temperatures,  with  only  about  1200  kg   (2600  Ibs)   of  meat
obtained?  however,  January, 197ft was reported to be a very good
month (16) .

Scallop harvesting is usually accomplished by scraping the bottom
with iron dredges of varying design.   Sea  scallops  and  calico
scallops are usually found on sandy or rocky, bottoms at depths up
to  270  m  (150 fathoms).  Most dredging is,conducted 12 or more
miles from the coast,  sea scallops  are  commercially  harvested
along  the  Atlantic Cost from Maine to Virginia, with the larger
Alaskan species currently being harvested only  in  the  Gulf  of
Alaska.    Calico   scallop's   inhabit;  warmer  waters,  and  are
commercially harvested from Noifth Carolina to the east  coast  of
Florida.   Bay  scallops  reside  in  eel grass on sandy or muddy
flats of  bays  and  estuaries  along  the  Atlantic  Coast  from
Massachusetts to Florida.  Harvest-ing i§ accomplished either with
dredges or with dip nets and rakes, and the scale of operation is
much smaller than that of sea scallops.,

Processing  is  similar  for  the §ea and bay scallops.  To avoid
degredation scallops are hand shucked immediately  after  landing
on the vessel.  The shell closing muscle is removed and placed in
muslin  bags which are held on ice for shipment to the processing
plant, and the remainder of the organism is discarded  overboard.
The  processing  of  sea and bay seallopp involves only a washing
and freezing operation; hence, the effluent  has  a  small  waste


                               57

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  Table 14.  Scallop landings by
species, 1963-1972
Year
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972

Bay
1517
1887
1859
1780
1097
1491
2114
1700
1455
479
U.S. Landings
Calico
M-M
, 	
872
1857
1410
89
199
1833
1566
1342
x 1000
Sea
19,939
16,914
20,070
15,975
10,243
13,818
9312
7304
6264
6995
Ibs
Total
21,456
18,801
22,801
19,612
12,750
15,398
11,625
10,837
9285
8816
Imports
x 1000 Ibs
13,397
16,175
16,495
16,712
13,461
14,581
14,322
16,830
17,387
20,820
                58

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load.   The  calico  scallop process involves a heating operation
which  opens  the  shell   to   facilitate   the   shucking   and
evisceration.
Abalone

Eight  species  of  abalone  are  found off the West Coast of the
United States, four of which comprise the bulk of the  commercial
catch.   These  are  the  red,  pink, white, and green varieties:
Haliotus rufescens, H. corruqata, H. sorenseni, and  H.  fulqens,
respectively.   The  abalone  range  extends  from  Sitka, Alaska
through Baja, California;  however,  the  commercially  important
species  are concentrated in the California area from Monterey to
San Diego.

Abalone are relatively large gastropods which are found from  the
intertidal  zone  out to deep water.  The shells of the harvested
animals range from about 10 to 25 cm (4 to 10 in.).'  Abalone feed
almost exclusively on macroalgae and thus,  are  concentrated  in
and  around  areas  where  large amounts of these algae flourish.
Although utilized by the Indians for thousands of years,  abalone
were  not  commercially  collected until the early 1850's.  Rapid
depletion of the resource soon prompted the passing of a  law  in
1900  making  it unlawful to fish commercially for abalone except
in deep water.  Figure  17  summarizes  the  history  of  abalone
landings in California.

Restricted  to  deeper water, various diving methods have evolved
from early Japanese "sake barrel" diving, to the hard hat method,
and to the present use of light-weight gear.  However, California
commercial fish laws still require the diver to be supplied by  a
surface  air source, thereby excluding scuba gear from all except
the sport fishery.  Divers operating in 8 to 24 m (25 to  80  ft)
of water measure their catch, then pry the abalone off the medium
and  collect  it in a mesh basket which is hauled aboard the boat
by the surface tender.  The tender boat, which may serve  one  or
more  divers,  then transports the catch to a receiving area from
which it is trucked to the various processing plants.

At the processer the abalone are shucked;  then  the  large  foot
muscle is cleared of viscera and washed.  The outer sheath of the
muscle  is  trimmed off, the head.portion removed, and it is then
sliced into several steaks.  The steaks are pounded to  tenderize
them  before  packaging  and freezing.  The usual product form is
either fresh or frozen steaks which may or may not be breaded  at
the plant.
                               59

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Figure 17.   California abalone landings   (3)

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                           SECTION IV

                     INDUSTRY CATEGORIZATION
INTRODUCTION

The  objective of categorization is to organize the industry into
segments whose uniqueness and internal  homogeneity  suggest  the
consideration  of  separate  effluent  limitations.   The initial
categorization of the  fish  meal,  salmon,  bottom  fish,  clam,
oyster,  sardine,  scallop,  herring,  and abalone segment of the
seafood processing industry study  fell  along  commodity  lines.
The  advantage  of  initial  commodity  categorization is that it
automatically segments the industry into  relatively  homogeneous
groups,  in  terms  of:   type  and  variability  of  raw product
utilized,   manufacturing    processes    employed,    wastewater
characteristics,  typical  plant  locations, and (often) economic
stature,  geographic  regionalization,  and  production   levels.
First,  three  broad  groups  of subcategories;  industrial fish,
finfish,  and  shellfish,  were  established  because  of   basic
differences  in  processes  or  species.   Excluded were the four
commodities covered under a previous study (Development  Document
for  Effluent  Limitations  Guidelines and New Source Performance
Standards for the Catfish, Crab, Shrimp, and Tuna Segment of  the
Canned  and  Preserved  Seafood Processing Point Source Category,
June 1974, EPA-440/l-74~020-a).  Since this study covered a large
number of commodities, the approach was  to  group  the  industry
into  the  "more  significant"  and "less significant" wastewater
sources to make the most effective use  of  the  time  and  money
available.

Through  preliminary  contacts with the industry and with experts
close  to  the  industry,  a  "relative  importance  matrix"  was
developed.   This  matrix used four basic parameters to determine
an "importance score" for each of  several  seafood  commodities.
These parameters were:  1) organic waste loading (kg BOD/day), 2)
flow  (cu m/day), 3)  number of plants, and H)  season variability.
A score of "one" or "zero" was assigned to each  element  in  the
matrix  and  a  total score obtained for each commodity by adding
the individual scores.  A high score indicated that a  relatively
large  effort  should  be  exerted to characterize the waste from
that segment of the industry; and a low score, a relatively small
effort.  Tables 15 and 16 show the results of the matrix analyses
for the finfish and shellfish commodities, respectively.

Consultants and other knowledgeable  persons  in  the  particular
industry,  government  organizations,  and universities were con-
tacted to  determine  specifics  about  major  processing  areas,
identities of plants, typical processing operations, seasons, raw
products  utilized,  production  rates, and treatment facilities.
Typical plants with processing operations that are commonly used,
and with average water use and production rates were identified.


                                61

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Table 15.  Relative importance matrix-
      industrial fish and finflsh.
Commodity
and
Process
Menhaden
reduction
Anchovy
reduction
Salmon
canning
Sardine
canning
Bottom/
misc. fin-
fish (con-
ventional)
Bottom/
misc. fin-
fish (mech-
anized)
Fresh/
frozen
salmon
Halibut
freezing
Herring
filleting
Fish
flesh
Load
(BOD/
day)

1

1

1

1



0



1


0

0

1

1
Flow
(volume/
day)

1

1

1

1



0



1


0

0

1

0
Size
(number of
plants)

1

0

1

0



1



1


1

1

0

0
Seasonality

: 0

0

1

1



: o

1

0


1

1

1

0
Score

3

2

4

3



1



3


2

2

3

1
               62

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Table 16.  Relative importance matrix—
               shellfish.
Commodity
and
Process
Clam meat
(mech-
anized)
Clam meat
(hand
shucked)
Fresh/
frozen
oysters
(hand
shucked)
Steamed/
canned
oysters
Abalone
Scallops
Load
(BOD/
day)
1
0
0
1
0
0
Flow
(volume/
day)
1
1
0
1
0
0
Size
(number of
plants)
1
1
1
1
. °
0
Seasonality
0
0
0
0
0
1
Score
3
2
1
3
0
1
                    63

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The field investigations were organized on a  regional  basis  by
locating  areas where suitable plants and industries tended to be
concentrated.  The  number  of  locations,  plants,  and  samples
required  to  obtain the desired information were determined with
the help of the importance matrix.  It was estimated  that  there
were  about  eight  commodities with potentially high pollutional
significance, about twelve commodities  with  potentially  medium
significance,   and   several   other   commodities   of  minimal
signficance.

A maximum of 1000 samples was  allocated  for  this  study.   The
commodities    of    greatest   pollutional   significance   were
characterized more accurately (by investigating more  plants  and
taking more samples) than those .of lesser significance.  About 60
to  70  space-time total effluent and unit operation samples were
budgeted for each of the most important  commodities.   The  unit
operations  samples  would  be used to estimate material balances
and to indicate areas where  process  changes  could  reduce  the
waste load.  Medium-importance commodities were budgeted about 30
to  40 space-time samples each of total effluent unit operations.
The commodities of minimal importance  were  budgeted  about  100
samples  total.  As the study progressed and more information was
obtained, the emphases on  certain  commodities  changed.   Those
commodities  producing  less  waste than anticipated were sampled
less frequently and  those  producing  more,  were  sampled  more
frequently.  •

In  addition  to  collecting  water samples, the field crews kept
daily logs reporting on  factors  regarding  the  plant  and  its
environment.

All  data were reviewed and final subcategorization made based on
the following major factors:  1) form  and  quality  of  finished
product    (commodity);   2)   manufacturing  processes  and  unit
operations; 3)   wastewater  characteristics  (particularly  flow,
total  solids,  5-day BOD, and grease and oil) ; and H) geographic
location (particularly  Alaska  or  non-Alaska).   Several  other
factors,   such   as   variability  in  raw  product  supply  and
production,  condition  of  raw  product  on  delivery   to   the
processing  plant, variety of species being processed, harvesting
method,  degree   of   preprocessing,   age   of   plant,   water
availability,  and  amenability  of  waste to treatment were also
considered.  It was determined  that  these  other  factors  were
highly correlated with one or more of the major factors.

Variability  of  raw  product  supply  and production is strongly
correlated with the type of product  being  processed  and  occa-
sionally with geographic location and production capacity.

For  example,  all operations producing canned salmon have highly
variable raw product supplies, with  the  variations  being  most
extreme  in  some  parts of Alaska.  This necessitates large pro-
duction capacities to allow utilization of the raw product during
the short time that it is available.


                                64

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The condition of the raw product on  delivery  to  the  plant  is
generally  related  to  the  finished product and occasionally to
geographic location.  Many  shellfish  typically  arrive  at  the
plants  fresh  (e.g.,  clams, oysters, lobsters),  seasonal vari-
ations within some commodity groups  may  change  the  wasteload;
however,  the  duration  of  this  study and the frequent lack of
sufficient historical data bases made estimation of  the  quanti-
tative  effect  on the wastewater impossible.  Qualitatively, raw
product  condition  variability  within  a  commodity  group   is
considered  to  be  a second order effect, which does not warrant
the establishment of separate effluent limitations.

The variety of  species  utilized  in  each  commodity  group  is
usually  limited  to  those which are quite similar.  In general,
the processes which have the largest capacities and  produce  the
most  waste  have the fewest species.  "Those which handle a large
variety of species, such as conventional bottom  fish  processes,
are  typically  smaller and utilize manual unit operations, which
produce lower waste loads.  It was not  considered  necessary  to
establish  separate  effluent  limitations  based on species when
they were processed in a similar manner and the waste  load  from
any one type was minimal.

Harvesting  methods  are  generally  similar  within  a commodity
group.  Different methods only affect the condition  of  the  raw
product  and/or  the  degree  of  preprocessing.  Therefore, this
factor does not have to be considered as a separate variable  for
the establishment of subcategories.

The  degree  of  preprocessing  can  be an important influence on
wastewater  quality.   However,  this  is  included   under   the
consideration  of  the unit operations, which is one of the major
factors.  The greater the degree of preprocessing, the fewer unit
operations are utilized in the processing plant.

The ages of the plants were considered to be minor factors in the
establishment of subcategories, since" similar unit operations are
generally employed in both old and new plants  for  a  particular
type  of  process.   Furthermore, the plant age seldom correlated
with the age of the processing equipment; to  remain  competitive
(in most subcategories) the processors must employ efficient, up-
to-date,   well-maintained   equipment.   This  factor  tends  to
standardize each subcategory with respect to equipment  type  and
(usually) age.

Raw  water availability was not considered to be a factor for the
establishment of effluent limitations since the in-plant and end-
of-pipe control techniques recommended for the  seafood  industry
involve reductions in water use.

The  quality  of  the  raw  water  does affect the quality of the
effluent for some processes in certain regions and was considered
in the establishment of effluent limitations.  For example, large
percentages of some waste loads in solubles plant effluents  from


                                65

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fish  meal  plants  are  attributable  to the poor quality of the
intake water.

Amenability of the waste to treatment is an important factor  but
is  included  as  part  of  the  wastewater  characteristics con-
siderations.  In general, the wastewater from seafood  processing
operations  is amenable to treatment except for those cases where
strong  brines  or  pickling  or  preserving  acids   are   being
discharged.   Even  for  these  cases, dilution, although costly,
will allow the wastes to be treated in conventional systems.

Additional considerations in subcategorization  were  "production
capacity  and  normal  operating  level."  By nature, the seafood
industry  is  an  intermittent  process  (controlled  by  product
availability)   and  production  capacity  is  governed  by  such
constraints  as  the  type  of  processing   equipment   utilized
(especially manual versus mechanical) and the number of employees
available.  The evidence developed during the monitoring phase of
this  study  indicates that waste load ratios based on production
within a subcategory is independent of plant  size  or  operating
level  as  illustrated graphically in Figures 22, 23, 21, 30, 31,
32, 35, 36, 37, t»6, H7r 48, and  59  through  64.   However,  the
economic  impact  analysis  indicates  that the very small plants
within  the  non-Alaskan  conventional  bottom  fish   processing
subcategory,  hand-shucked  clam  processing subcategory, Pacific
Coast hand-shucked oyster processing subcategory,  and  the  East
and  Gulf  Coast hand-shucked oyster processing subcategory would
absorb  a  disproportionate  economic  impact  than  the   larger
processors  within  these subcategories.  Therefore, as specified
in the Federal Register notice, application  of  the  regulations
depends on the size of the processing facility.   ;

FISH MEAL PRODUCTION

The  processing  of  Atlantic  menhaden  and Pacific anchovy into
meal, oil and solubles was considered  to  be  one  of  the  most
important  segments  of  the  seafood  industry,  in terms of its
significance  as  a  wastewater  source.   A  concerted   effort,
therefore,  was  made  to exhaustively characterize the effluents
and to obtain as much  information  as  possible  on  methods  of
wastewater  control for the industry.  A total of eight plants in
New  England,  the  Middle  Atlantic,  the  Gulf  of  Mexico  and
California  were  investigated and 191 unit operation and end-of-
pipe composite samples of the wastewater collected*


Process Description

A generalized process flow diagram for menhaden and  anchovy  wet
rendering is presented in Figure 18.

Menhaden are delivered to the plant in the holds of large carrier
vessels.   Because  of  the  volume  of fish to be processed, the
industry munt employ  fast,  efficient  means  of  unloading.   A


                                GO                :

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                                                                   PROCESS FLOW
                                                               	  BAILWATER AND
                                                                    VWSHWftTEH FLOW
                                                                   WASTEWATER FLOW

                                                                   WASTE SOLIDS FLOW
     AVAILABLE SURFACE
         WATER
1
1
ROTATES
SCREENS
r'
WEIGH
i

i
COOK
i
HOLDINS 	 	 BAILWATER
TANK . TREATMENT
	 A 	
1
SOLIDS
1
». HOLDING
BIN
J
I
- /C\ . 	 .- OIL
4, .. . .„ - 	 A/ ' POLISHING
* y «•
PRESS
PRESS
LIQUOR^ SOLIB^ , ^_ OIL ,., fc nil,
REMOVAL , 'SEPARATORS STORA8E
MKE | - - STICK
*
PR*
- -r
i
*ATER /"j"^ _w*2!iw'SLEB 	 ^ 	
STICKWATER J
STORAGE
TO SOL1PS
                                                                                '  f
              Figure 18. Typical  large  fish meal  production process.
                                    67

-------
mechanized  bailing  system  is  generally used for this purpose.
The operation consists of filling the holds with  water  (usually
local  estuarine  water) and pumping the fish-water slurry with a
reciprocating piston pump.  Plants usually  employ  from  one  to
three such pumps when loading 140 to 180 kkg (150 to 200 tons) of
fish  per  hour (2) .  The pumps discharge over rotating or static
screens, which separate  the  fish  from  the  bailwater.   These
screens  are  generally followed by other (smaller mesh) rotating
screens which remove much  of  the  remaining  scales  and  small
pieces  from  the  bailwater.  The bailwater is then collected in
large holding tanks located below the screens.  These tanks range
in capacity from 75 to 190 cu m (20,000 to 50,000 gal.).

As the bailwater is  collected,  it  may  be  treated  to  remove
suspended solids, or it simply may be recirculated..  Treatment of
bailwater may be effected with centrifugal decanters or dissolved
air flotation units.  Whether the bailwater is treated or not, it
is  usually  retained  and  recirculated throughout the unloading
process.  The  fish,  once  separated  from  the  bailwater,  are
weighed and collected in holding bins, referred to as "raw boxes"
in the industry.

Depending  on  plant location, anchovy are generally vacuum drawn
from the boat holds directly into  the  processing  plant.    Some
plants located inland transport the anchovy by tank truck.   These
fish  are flushed out of the truck with high pressure hoses.  The
bailwater is normally  recirculated,  while  the  fish  are  dry-
conveyed  to  the weighing room.  From the weighing room they are
conveyed to large holding bins from which they are  augered  into
the reduction facilities.

The  first  step in the rendering process is the steam cook.  The
cookers are basically screw conveyers with steam injection  ports
located along their lengths.  They are generally 9.1 m  (30 ft) in
length  and  60  to  76  cm  (21  to  30  in.)   in diameter.  The
temperature at the inlet of the cooker is about 110°C (230°F)  and
at the outlet, about 116°C  (2<*0°F).  The retention  time  of  the
fish  in  the  cookers is about 10 to 15 minutes.  Cooking is the
most critical stage in the  process.   The  fish  are  cooked  to
facilitate release of oil and water.  Undercooking or overcooking
results in excessive oil in the meal and poor oil recovery  (17).

From  the  cookers the fish proceed to a battery of screw presses
where the liquid and  solid  portions  of  the  cooked  fish  are
separated.   The  screw  presses  contain  rotating  augers whose
flights progressively decrease in pitch along the major  axis  of
the  press.  This causes increasing pressure to be exerted on the
fish as they progress through the presses.  Liquid passes out  of
each  press  through  a  cylindrical  screen with perforations of
decreasing diameter from 1.2 to 0.8 mm (0.05 to 0.03  in.).   The
fish  solids  exiting the press contain about 55 percent moisture
and some oil.  The press solids are referred to in  the  industry
as "press cake.11

                                   68            '

-------
The  press  cake is next conveyed to dryers to remove most of the
moisture.  Two classes  of  dryers  are  commonly  used:   direct
dryers  and  indirect,  steam jacketed dryers.  The former is the
more typical; however, indirect dryers are used in  some  plants.
In  the  direct dryer, heat is generated by a gas flame.  The gas
from this combustion plus secondary air is passed, along with the
wet press cake, through large rotating drums.  The temperature at
the entrance of the dryer is typically about 510°C  (1000°F)  and
at  the  outlet  of  the  dryer  is typically about 93°C  (200°F).
Drying time is generally about 15 minutes.  Hot  air  and  vapors
are  drawn through the dryer at about 450 to 700 cu m/min (265 to
410 cu ft/sec), depending on the dryer size.   The  flow  of  hot
air,  fish  meal,  and  vapor  is  passed through a cyclone which
separates the meal from the air flow.  The hot air,  vapors,  and
volatiles  from the dryers then pass through a scrubber system to
remove most of the entrained organic material.  The scrubber off-
gases may then be recirculated to the  dryer  inlet  and  burned.
Steam  jacketed  dryers cannot reburn the vapors.  This sometimes
necessitates the use of two scrubbers to reduce odors.

The meal is ground and stored for shipment.  The liquid separated
in the pressing operation is referred to  as  press  liquor.   It
contains  solid  and  dissolved fish protein, oil, fats, and ash,
The larger solids are separated from the mixture by  the  use  of
vibrating  screens  and/or  centrifugal decanters.  The separated
solids join the press cake flow at the drying operation.  Oil  is
extracted  from  the  press  liquor by the use of centrifugal oil
separators.   These  devices  operate  in  a  continuous  manner,
spinning  the  press  liquor at a high velocity to effect a three
phase separation o£ solids, oil,  and  stickwater  by  nature  of
their  different  densities.  The oil produced in this process is
usually refined or polished by the reintroduction of water, known
as washwater.  The oilwater mixture is  then  reseparated.   This
polishing   removes   fish   protein  and  solubles  which  cause
putrefaction of the oil during storage.  The oil is then piped to
large storage tanks and held for shipment.  The  water  separated
from  the  press  liquor mixture contains dissolved and suspended
protein,  fats,  oil,  and   ash.    This   mixture   is   termed
"stickwater.11   As  the  stickwater  is generated, it is piped to
large tanks and stockpiled, awaiting further processing.  At some
plants  it  is  joined  there  by  the  spent  . unloading   water
(bailwater)  and  washwater  from  oil  polishing  and from plant
washdown.    Further   processing    of    stickwater    involves
concentration  by evaporation.  The stickwater is evaporated from
a consistency of five to eight percent solids to one of about  H8
to  50  percent  solids.   Typical for the industry is the triple
effect evaporator, where a vacuum of about 0.87 atm (26  in.  Hg)
is placed on the third body while the first body is supplied with
steam  at 2 atm (absolute) and 1219C! (15 psig, 250°F) .  The vapor
from this first body is used to heat, the second,  and  the  vapor
generated  in  the  second,  in turn, heats the third.  The first
effect will typically operate at ambient pressure  (0  psig)  and
100°C   (212°F)  with  the  second  at  0.5  atm, 81°C (-7.5 psig,
178°F); and the third at 57°C, 0.13 atm (135°F, -12.8 psig).  Two


                                 69

-------
effects are sometimes used instead of  three,  and  product  flow
direction  may  be  opposite  to that of the vapor.  In addition,
some plants operate with vapor from the first two effects feeding
the third.
  i
The stickwater exits from the evaporators  at  about  30  percent
solids.   From  here  it  may  enter one or two concentrators for
further evaporation to  50  percent  solids.   The  concentrators
consist  of  steam-fed  heat  exchangers  and  evaporation bodies
evacuated to 0.09 atm (-13.4 psig)f termed  "flash  evaporators."
The  stickwater,  which has been evaporated to 30 percent solids,
enters the heat exchanger and, after heating to  boiling  temper-
ature,  it  enters  the  flash evaporator.  The stickwater is re-
circulated between the heat exchanger and flash evaporator  until
the  proper concentration of solids is reached, at which point it
is drawn off and Dumped to the storage area.

A barometric condenser is used to place a  vacuum  on  the  evap-
orators.   Condenser  water  is  usually  obtained from available
surface water and is pumped 9 to 12 m (30 to 40 ft) above  ground
level  and  allowed  to  fall  through  the condenser and back to
surface level.  This condenser water entrains vapor  produced  in
the  last  evaporator body and in the concentrators.  The falling
water is collected at the end of this pipe in an open tank called
a "hot well."  It is  joined  by  evaporator  condensate  and  is
directed  to  the  plant1s  outfall  and  discharged  into nearby
surface waters.  The solubles plant  discharge  typically  has  a
high flow (30,000 1/kkg; 7200 gal./ton)  and low concentrations of
BOD and suspended solids (less than 100 mg/1).

Stickwater  and  fish solubles tend to deteriorate rapidly during
storage.  This is usually prevented by adjusting the  pH  of  the
stickwater or solubles to 4.5 with sulfuric acid.  It may be done
before  or  after evaporation.  If the stickwater is stored for a
considerable period without being evaporated, the pH  is  usually
adjusted  before  evaporation.   The  pH  of  the  fish  solubles
resulting from evaporation is then readjusted to  4.5.   However,
if  the  plant  can  evaporate stickwater rapidly enough to avoid
extended holding periods, no pH  adjustment  takes  place  before
evaporation.   After evaporation and pH adjustment, fish solubles
are stored in large tanks to await shipment.

Small plants with  no  evaporator  discharge  the  bailwater  and
stickwater,   or  barge  them to sea.  Some plants have sufficient
evaporator capacity  to  evaporate  the  stickwater  while  still
discharging  the  bailwater.   Figure  19  shows the process flow
diagram for a  typical  small  wet  rendering  facility  with  no
solubles  plant.   The  discharge  of  stickwater  and  bailwater
represents a very high waste load with concentrations of BOD  and
suspended  solids  typically  in the tens of thousands (mg/1)  and
flows of 1900 1/kkg (460 gal./ton) or greater.


Subcateqorization Rationale


                               70              I

-------
                                          PRODUCT FLOW
                                          WASTEWATEft FLOW
                                          WASTE SOLIDS FLOW
                           BAILWATER
1
PRESS LIQUOR

SOLIDS
REMOVAL

LIQUID
OIL
SEPARATOR
| OIL
OIL
STORAGE
SOLIDS
PRESS

PRESS CAKE



I
DR
i
I
i
i
DUST AIR SCRUBBER ,PFMT |
tUYFR
(WHFBF AVitt AIM F

. 	 : 	 1
SMNp i

1
ST1CKWATEM •

BAG A
SHIP
                                                                 EFFLUENT
Figure  19.Typical small  fish meal production  process.
                           71

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Regardless of the species being rendered, there are three general
types of discharges from a  wet  reduction  process:   evaporator
water,  bailwater/washwater,  and  stickwater.   In general, most
large plants discharge only evaporator water.   Some  medium-size
plants , evaporate the stickwater but discharge the bailwater, and
the smaller, older plants often  discharge  both  stickwater  and
bailwater.

A  total of eight fish meal plants were investigated.  Historical
information was also available from two of these plants prior  to
installation  of  bailwater  utilization  systems.  A total of 56
end-of-pipe composite samples and a total of 145  unit  operation
samples  were  collected.   Five  of  the  plants  were  menhaden
reduction plants located on the  Atlantic  and  Gulf  Coasts  and
three were anchovy reduction plants located in California.

Figure  20  shows  a  normalized  summary  plot of the wastewater
characteristics taken from all the fish meal reduction  processes
with  solubles  plants.   Five  parameters:  flow, BOD, suspended
solids, grease and oil, and ~ reduction are shown for  each  plant
sampled.  The vertical scale is in inches with the scaling factor
shown  at  the  bottom  cjf  the figure.  The average value of the
parameter is at the center of the vertical spread with the height
of the spread representing one standard deviation above and below
the average.  A plant code is shown at the bottom of each  group,
where  "M"  indicates  menhaden  and  "A" indicates anchovy.  The
number in parentheses under the plant code is the number of flow-
proportioned, full-shift .composite samples taken from each plant.

The four plants on the left (M2» M3, M5r and A2)  discharged water
only from the solubles plant while the three plants on the  right
(Ml,  M2H,  and  M3H)  also  discharged  the bailwater instead of
evaporating it.  It can be seen that  the  waste  load  from  the
plants  not discharging bailwater was generally lower.  Plants M2
and M3 provided good examples of the  reduction  in  waste  loads
that can be achieved by bailwater evaporation.  The codes M2H and
M3H   represent   historical  data  collected  when  both  plants
discharged or  barged  bailwater,  while  the  codes  M2  and  M3
represent   recent  data  when  both  plants  were  treating  and
evaporating the bailwater.  Note that water use was  not  reduced
when  the  plants  were  modified; the flow reduction realized by
eliminating bailwater discharge  was  more  than  offset  by  the
necessary increase in condenser dropleg flow.  Table 17 shows the
average waste loads both before and after bailwater treatment and
evaporation and the percent reduction obtained.

Figure  21  shows  a  summary  of the waste loads from two plants
discharging both stickwater and bailwater.  The waste loads  were
on  the  order of 20 to HO times greater than those of the plants
utilizing evaporators.

Table 18 summarizes the average  waste  loads  from  plants  with
three  types  of  discharges:  Solubles plant only, solubles plant
plus bailwater, and stickwater plus bailwater  discharge.   Table


                                  72 '

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Figure  20.  FISH  MEAL  PROCESS PLCT IhlTH SOLUBLES PLANT1 .

-------
            Table 17.  Fish meal waste load reduction
                   using bailwater evaporation.
    Parameter
    (kg/kkg)
       Plant M2
       Plant M3
Before After Reduction
Before After Reduction
BOD                5.9    1,7     71%

Suspended Solids   4.1    0.9     78%

Grease and Oil     3.0    0.5     83%
                          10

                           5.6

                           3.5
        3.6

        1.2

        1.0
64%

79%

71%
                                 74

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Figure  21.  FISH  MEAL PROCESS  PLOT (WITHOUT SOLUBLES PLANTV




   6.
   5.
,
. :
,
•
. Q
. Q P
08 P
08 P
Q8 P
. 08 P
08 P
OB
03
03
08
. CB
Q8S
OBS
. G8S
. Q3SG
BSG
SG
SG
SG
SG
G
G
Ai
(3)
SYMBOL PARAMETER
Q FLCW
B 5 DAY 800
S SUSPENDED SOLIDS
G GREASE < OIL
P PRODUCTION
BS P
BS P
es P
BS
BS
BS
BS
es
3SG
BSG
SSG
SSG
BSG
SG
SG
SG
SG
SG
SG
SG
SG
G
G
G

Q

A3
(5)





























SCALING FACTOR
1 INCH = 5000
1 INCH = 20
1 INCH = 20
i INCH = 20
1 INCH = 2
LVKKG
KG/KKG
KG/KKG
KG/KKG
TON/HR
                              75

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Table  18.  Summary of average waste loads
         from fish meal production.
Parameter Solubles
(kg/kkg) Plant
"T
Suspended solids1 1:. 0
BOD 2 . 9
Grease and oil 0.7
Solubles Plant Stickwater
and Bailwater and Bailwater
3.8 41
6.1 59
2.5 25
 Table 19 Unit operation waste characteristics  for fish meal
           processing without a solubles unit  (Plant A3).
Unit Operation
Stick water
(press liquor)
Scrubber water
Wash down •
Bail water
(single pass
Flow
1/kkg
(% of total ) i
842
(45%)
277
(15%)
. 24
. (IX.) ...
' 726
(39%)
BODS
kg/kkg
(X of total )
66
(93%)
• MX)
MX)
5
(7%)
TSS
kg/kkg
(X of total )
55
(94%) :
MX)
MX)
3
(6%)
G&O
kg/kkg
(% of total )
36
(95%)
<>!*)
MX)
2
(5%)
                       76

-------
19  summarizes  the unit operation waste characteristics for fish
meal plants without a solubles unit.

It was concluded that the fish meal  production  industry  should
constitute  one subcategory with a provision for the July 1, 1977
limitations for plants without a solubles  unit  operation.   The
exemplary  plants treat, recycle, and evaporate the bailwater and
washwater; therefore, other  plants  with  evaporators  might  be
required to modify their facilities and take similar action.  The
older,  smaller  plants typically have no existing solubles plant
facilities to expand or modify for stickwater or bailwater.

Statistics from plants sampled in  these  two  subcategories  are
shown  in  Tables  20  and  21.   The  tables  show the estimated
logrithmic-normal mean, the logrithims of the mean  and  standard
deviations,  and  the  99  percent  maximum  for  each of several
selected summary parameters.

Because there is no apparent relationship or trend relating  flow
ratios,  TSS  ratios,  or  BODJS  ratios to production levels (see
Figures 22, 23, and 24}, it was assumed that the waste loads .per
unit of production are independent of production level.
SALMON CAHHING

The canning of Pacific salmon was, from the outset of this study,
considered to be an important segment of the industry, because ,of
the  relatively  large waste loadings, high flow rates, and large
number of plants.  A total of  eight  plants,  in  two  areas  of
Alaska  and  two  areas  of.  the Northwest, were investigated; 9.9
composite samples of  unit  operations  or  total  effluent  were
collected.
Process Description

Figure  25  shows the flow diagram for the typical salmon canning
process used in Alaskan and lower Western plants.

Vacuum unloaders, pumps and  flumes,  high  speed  elevators  and
belts  and  winch-operated  live  boxes are the common methods of
unloading the salmon from the tender holds and transporting  them
into  the  cannery.   Water  used  to pump fish from the boats is
usually  recirculated  and   discharged   after   the   unloading
operation;  however,  this  method  is used at a relatively small
number of plants,

The salmon are sorted by species and conveyed into holding  bins.
If  the fish are to be held for some time before processing, they
are iced or placed in chilled brine.

A butchering machine is used by most  plants  to  accomplish  the
butchering  operation.   Many  plants  in  the Northwest manually


                                77

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                                  Table 20
                           FISH HEAl FfiOCEaS SUMMARY
                             CF SELECTED PARAMETERS
                        (SOLUBLES PLANT CISCHARGE ONLY)
PARAMETER
PRODUCTION (TON/HR>»
TIME (HR/CAY)'
FLOW (L/SEC)«
CGAL/MIM*
FLOW RATIC CL/KKG)
(GAL/TCN)
TSS CHG/L)
(KG/KKG)
800-5 (MG/L)
(KG/KKG)
GREASE AND CIL (PG/L)
(KG/KKG)
PH*
f£AN
33. d
22.1
242
3840
35000
8
-------
                                 Table 21
                          FISH MEAL PROCESS SUMMARY
                           OF SELECTED PARAMETERS
                          (WlTHCtT SCLUELES PLANT)
PARAMETER
PRODUCTION (TCN/HR)*
TIME (HR/OAY)*
FLOW (L/SEC)'
(GAL/MIM*
FLOW RATIO (L/KKG)
(GAL/TCN)
TSS CMG/L)
(KG/KKG)
800-5 MG/L>
(KG/KKG)
GREASE AND CIL CfG/L)
(KG/KKG)
PH*
MEAN
7.60
15.7
13.1
208
1900

-------
      70
      60
      50
o

X


Ol
o
I—
u_
      40
      30
      20
      10
                         4         6       8      10      12       14



                              Production kkg/day  (XI00)





                                      Figure 22

                                                          ^*

                    Fish meal flow ratios versus  production level
                                 80
                                                                           16

-------
    5  i-
Ol
LTJ
Q
                               6.8       10       12

                            Production kkg/day  (XI00)



                                    Figure 23
14
16
                 Fish meal  BODS  ratios versus production level
                                 81

-------
ra
    2.5
    2.0
 Ol
^  1.5
 O
c/j
•o
c
Ol
Q.
t/l
    1.0
    0.5
                                                          \_
                                 6        8       10      12


                               Production  kkg/day (XlOO)
14
16
                                       Figure 24


                    Fish meal  total  suspended solids ratios versus
                                    production level
                                         82

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                                         PRODUCT FIG*
                                         WAST£ WATER PLOW
                                         WftSTE SQU0S FU>*
             E HEftOS ,  MiLT,  fiQE "  S££ FIGURE 26)
                I	|
                             WATER, VISCERA
                                     WATER. ME AT
                      TO S0UGS BlSPQSAt
Figure 25   Typical salmon canning process,
                        83

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butcher   the   better   grades   of   silvers,   chinooks,   and
(occasionally)  sockeye,  or employ a manual butchering operation
in  conjunction  with  mechanized  butchering,  since  the   more
laborious  method  is considered to produce a finer product.  The
fish are marketed fresh, frozen, or canned, depending on demand.

The salmon are flushed from the holding bins and  transported  by
flume  or  elevator  to  bins where the mechanical eviscerator is
employed.  The butchering machine removes the heads, tails, fins,
and viscera; the eggs and, sometimes, milt are manually separated
later.  The "K" model butchering machine has a  maximum  capacity
of  about  120  fish  per  minute.   A scrubber is sometimes used
following the machine to clean more thoroughly the coeloms of the
fish.  The fish then pass to "sliming tables," where each fish is
inspected for defects and rinsed, usually with warm water to keep
the worker's hands from getting too cold.

The manual butchering operation involves three steps.   The  fish
are  first  eviscerated,  after  which they are passed to another
table where they are cleaned of blood, kidneys  and  slime.   The
head and fins are next removed if the fish are to be canned.  The
cleaned fish are then transported to a set of gang knives.  These
knives  are  located  within the filler machine for the one-half-
pound lines and separately for the  one-guarter-pound  lines  and
hand-packed product.

All can sizes can be manually filled; however, most of the salmon
is mechanically packed in one-half and one-pound cans.  The hand-
packed  cans are weighed as they are packed.  Mechanically packed
cans go through a weighing machine which rejects the light-weight
cans onto a  "patch  table11  where  workers  add  patch  material
(supplemental meat)  to bring them up to their proper weight.  The
workers  also  remove bones and other material that may interfere
with the seamer, which closes cans using a vacuum pump or steam.

After seaming, the cans are washed, placed in cooler  trays,  and
loaded  into  the  retorts.   The  four-pound cans are cooked for
about four hours, the one-pound cans for  90  minutes,  the  one-
half-pound cans for 60 minutes, and the one-quarterpound cans 'for
40  minutes at about 120°C (250°F).  The cans are water cooled by
either flooding the retort, placing the cans in a water bath,  or
spraying  the  cans with water.  These cans are then further air-
cooled before casing and shipping.  Many canneries do not  employ
water  cooling of retorted cans; they simply air-cool them.  This
method requires more  time  (and,  therefore,  more  space),  but
reduces water consumption.


By-Froduct Operations

Further  milt,  roe,  and  head processing is an integral part of
many  salmon  canning  plants.   Figure  26  shows  the   typical
operations involved.  Salmon milt is sometimes frozen and shipped
to  Japan  for  further  processing.   The  roe  is agitated in a
                                 84

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saturated salt brine before being packed in boxes.  Salt is added
to each layer of eggs to aid in the curing  process.   Some  eggs
are also sold for bait.

The  heads  are  handled  in  a  variety  of  ways.   Some plants,
particularly those in Bristol Bay and  Puget  Sound,  render  the
heads  for  oil.   Fish  oil is then added to cans to improve the
quality of the finished product.  Other plants grind  and  freeze
the  heads,  which  are  later  processed for animal food.  Whole
heads are sometimes frozen and used for bait or pet  food.   Some
plants  grind the heads with the other solid wastes and discharge
them to the receiving waters.  Most plants in the Northwest  send
recoverable wastes to rendering plants for fish meal production.


SubcategorizationRationale

Since  the  salmon  canning  process is essentially the same from
plant to plant, the only major factor which  may  prompt  further
Subcategorization is geographic location.

The  salmon  canning  industry was subcategorized into Alaska and
Western regions because of the much greater costs  and  treatment
problems  encountered  in  Alaska.  Furthermore, due to the large
size range of the industry in both areas, the Alaska industry was
divided into three sizes and the Western industry into two  sizes
for  the  purpose  of costing control and treatment technologies.
Figures 27 and 28 depict the size distributions of the Alaska and
Western salmon canning plants,  respectively  (19).   The  infor-
mation  is  expressed  in  the  form of histograros or probability
density functions.  The vertical axis represents  the  number  of
plants  whose  output  falls in the range shown on the horizontal
axis, which is expressed as the average annual  output  in  cases
from  1966  to 1970; for example, the data show that 15 plants in
Alaska  produced  between  0  and  20,000  cases  annually.   The
histograms  are  skewed  to  the  right  in a manner similar to a
theoretical log-normal density function«  There  is  no  obvious,
distinct   grouping   of  plant  sizes;  however,  the  following
divisions  were  established  to  develop  criteria  which  would
adequately cover the range:

     Alaska salmon canning—large:  greater than 80,000
     cases annually;

     Alaska salmon canning—medium:  40,000 to
     80,000 cases annually;

     Alaska salmon canning—small:  fewer than 40,000 cases
     annually;

     Western salmon canning—large:  greater than 20,000
     cases annually; and

     Western salmon canning—small:  20,000


                                  85

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     cases annually or fewer.

Figure  29 shows a summary plot, of the wastewater characteristics
of three salmon canning plants in Alaska  (CSN2, CSN3,  CSN4)  and
four  plants in the Northwest  (CSN5, CSN6, CSN7, and CSN8) .  CS6M
represents the manual butchering operation at plant CSN6.   Codes
CS7H  and  CS8H represent historical data from the same plants as
CSN7 and CSN8, respectively.  Two of the Alaskan plants  sampled,
CSN2 and CSN4, are in the "small'1 range (less than H0,000 cases) ,
and  one,  CSN3  is  in the "medium" range (40,000-80,000 cases).
Ml of the plants sampled in the Northwest are in the large range
 (over 20,000 cases) .

It was noted that, in general, the waste loads from the plants in
Alaska were greater than those from the Pacific Northwest plants.
The main reason for this is that one Northwest plant  (CSN5)  did
all  butchering  by hand and two other Northwest plants (CSN6 and
CSN7) practiced a high percentage of manual butchering during the
sampling period, using the butchering  machine  only  when  large
quantities  of  fish  arrived.  The three salmon plants in Alaska
also ground their solids before discharge,  which  increased  the
waste  load.   The waste load at CSN3 appears to have been higher
than average; however, this may have been due to  the  fact  that
samples  were taken from a sump where solids accumulated over the
sampling period.  The historical information from plant CS8H  was
obtained  during  a  high  production  period when the butchering
machine was being used extensively.   This  data  appears  to  be
lower and may be attributable to plant modifications accomplished
after the historical data was collected.

Table 22 shows summary statistics of the waste loads from all the
plants  sampled  which  used  the  butchering machine exclusively
 (CSN2, CSN3, CSN4, CSN8).  The flow ratio was  not  included  for
CSN8,  as  it  was  not considered to be typical because of flows
through butchering  machines  which  were  not  processing  fish.
These  data  provided  the base which was used as the typical raw
waste load from salmon canning processes in both Alaska  and  the
West  coast.   Because there is no apparent relationship or trend
relating flow ratiqs, TSS ratios, or BODS,  ratios  to  production
levels (See Figures 30,31, and 32) , it was assumed that the waste
loads tier unit of production are independent of production level.

The  canning  operations  in the Northwest which hand butcher are
included with  the  fresh/frozen  salmon  subcategory,  which  is
discussed  next, since the unit operations are similar except for
the canning operation, which does not  increase  the  load  by  a
significant amount.


FRESH AND FROZEN SALMON

The  processing  of Pacific salmon as a fresh or frozen commodity
was considered to have smaller waste loads and  wastewater  flows
than  the canning segment of the salmon industry.  A total of six


                                 86

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                                                   PRODUCT FLOW
                                                   WASTEWATER FLOW
                                                   WASTE SOLIDS FLOW
     ir=
                                 (TO CAN FILL OPERATION)

TO SOLIDS DISPOSAL
  Figure 2§  .Typical  salmon  by-product operations

-------
    15
w
u
SE
in
u
as
u
10 t
    5 +
             20    40     60     80    100    120    140    160     180    200




                AVERAGE ANNUAL  OUTPUT IN THOUSANDS OF CASES
         Figure  27. Alaska salmon cannery size  distribution.

-------
                      15 -•
oo

-------
Figure
SALHCN c*NNihG PROCESS FLCT.






0
Q P
C P
OB P
08 P
B P
B P
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CSN2
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PARAMETER
FLOW
5 DAY BOO
SUSPENDED SOLIDS
GREASE AND OIL
PRODUCTION














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KG/KKG
KG/KKG
KG/KKG
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-------
                                 Table  22

                         MECHAMC4-LLV EUTGHEREO SAL^CN
                                PPOCESS SUMMARY
                             OF SfcLlCTEO PARAMETERS
PARAMETER
PRODUCTION ITON/HR}*
TIME CHR/OAVI*
FLOW a/sec*'

-------
    25
    20
S  15
o
o>
Jxt
O

tZ
    10
                         10       15       20


                             Production  kkg/day
25
30
35
                                   Figure 30


                 Mechanized salmon flow ratios  versus  production
                                     level
                                   92

-------
    90
    80
    70
    60
3  50

-^
O)
IO


§  40
    30
    20
     10
                5  .    10      15     20       25       30      35


                            Production, kkg/day




                           .. ;  ,   Figure 31


                Mechanized salmon. BOD5 ratios, versus production

                                    leyel



                                   93

-------
01
Ai

ta
    45
    40
    35
•f  30
O
to


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1

-------
<£>
Ul
                                                         ROUND FISH
                                                                             WATER, SLIME
                                                                                                                          TOODWT FLOW
                                                                                                                          WASTEWATCR FLOW
                                                                                                                          WASTE SOLIDS FLOW
                                                                               .TROLL DRESSED FISH
            SOLIDS
            COU.ECTEO *^
            FOR PET FOOD
            OPERATION
            (WHERE AVAILABLE!

-------
plants in three areas of Alaska and one  area  of  the  Northwest
were  investigated;  77  unit  operation  and  effluent composite
samples were collected.


Process Description

Figure 33 shows the flow diagram for ,the  typical  fresh/  frozen
salmon   process  used  in  Alaska  and  Northwest  plants.   The
unloading of fish from boats  in  Alaska  and  the  Northwest  is
usually  accomplished with a crane and bucket.  In the Northwest,
fish also arrive by flatbed or semi-trucks from the coast or from
other ports in Washington and Oregon.  To  keep  the  fish  fresh
during transport, they are packed in ice in wooden bins.

At  the plant the fish are sorted by species, and when necessary,
by quality, and placed in metal  or  plastic  totes,  or  gondola
carts.   If the fish are to be kept until the following day, they
are iced.

There are three processes used in  Alaska  for  freezing  salmon.
The  most  common  is  to  receive  the  fish  in  the round, and
subsequently to butcher them in the plant.  Troll-caught fish are
dressed at sea and need only be beheaded and washed at the  plant
prior  to  freezing.   Some  fish are also frozen "in the round,"
without butchering.  Freezing "in the round" is  common  in  peak
years, when the canneries cannot handle the large volume of fish,
and  is  expected  to  become more widely used in Alaska as labor
prices increase.  Alaskan salmon frozen in this manner are  later
further processed, usually in Oregon or.Washington.  Few fish are
processed for the fresh market in Alaska.

Round  salmon  are  butchered  by hand on an assembly line basis.
The salmon is beheaded, the viscera removed and the  kidney  slit
and removed.  Some plants use a semi-automatic beheader.  The roe
and  milt  are  separated  from  the viscera and processed in the
manner described in  the  "Salmon  Canning"  subcategory  process
description.   After  butchering,  the  salmon  are  washed  in a
cleaning tank to remove remaining blood,  slime, and parasites.

In Alaska, the salmon are frozen at  about  -51°C  (-60°F),  then
glazed and packaged, or stored for shipping at -23°C (-10°F)„  In
contrast to Alaska, a significant portion of Northwest salmon are
marketed  fresh,  mainly  to local retail outlets and restaurants
and {via air freight)  to Eastern outlets.

Salmon are sometimes cured in brine.  In this process the  salmon
are  butchered  and split into halves, the backbones are removed,
and the fish are washed in  a  brine  solution.   Then  they  are
dipped  in salt and packed into wooden barrels.  When the barrels
are filled with salmon halves, saturated brine is added  and  the
fish  are  stored  at  about  2°C (36°F)  to preserve the pack and
prevent oil loss.
                                 96

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Subcategorization Rationale

Since the fresh/frozen salmon process  is  essentially  the  same
throughout the industry, geographic location was considered to be
the only major factor affecting suBcategorization.

It  was  decided  that  the  fresh/frozen salmon industry be sub-
categorized into "Alaska" and "West Coast" regions because of the
greater costs and more serious treatment problems encountered  in
Alaska.   The  size  range of the industry is significant in both
regions; however, it is not as great  as  the  range  for  salmon
canning.

Information  on the size range of the industry in terms of annual
production is limited.  Table 23 summarizes data obtained from  a
study  conducted by the Municipality of Metropolitan Seattle (20)
involving Northwest fresh/frozen salmon plants.

For the purpose of costing control  and  treatment  technologies,
Table  24  estimates  the daily peak production rates for Alaskan
fresh/frozen  salmon  plants.   Based  on   these   figures   and
observations  made  during the plant investigations, the dividing
line between large and small Alaskan and  Northwest  fresh/frozen
salmon  plants  was placed at 2370 kkg  (2500 tons), of raw product
processed annually.

Figure 34 is a summary plot of the wastewater characteristics  of
four  fresh/frozen  salmon  operations in Alaska  (FS1, FS2, FST1,
PST2) and three operations in the  Northwest   (FS3,  FSft,  FST3).
The  code  FS  represents  processes  which butcher round salmon,
while the code FST represents  the  processing  of  troll-dressed
salmon,  which  have been eviscerated at sea.  The four processes
in Alaska (FS1, FST1, FS2, FST2) fall  into  the  "large"  range,
while  the  three Northwest processes (FS3, FST3, FS4) are in the
"small" range.

It can be seen  that  the  waste  loads  from  the  troll-dressed
processes were lower than those from the round processes and that
the  waste  loads  from  the  Alaskan  plants  seem  to have been
slightly higher than those from the Northwest plants.  The  waste
loads  from  all  these  operations, however, are relatively low,
with BOD'g less than 3 kg/kkg.

Since the unit operations, where most of the waste is  generated,
are  similai:  for either the hand butcher fresh/frozen process or
the hand butcher  canning  process,  they  are  included  in  one
subcategory.  The average waste loads from the round fresh/frozen
processes   (FS1, FS2, FS3, FS4)  and from the hand butcher canning
process (CSN5, CS6M)  are used to characterize  both  segments  of
the industry.

It  would not be efficient to further subdivide the industry into
"round," "troll dressed" and hand butcher canning processes  with
the  corresponding  regulations and enforcement efforts required.
                                 97

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        Table 23 «  Annual production of
         Northwest fresh/frozen salmon.
Plant Number
1
2
3
4
5
6
Raw Product Processed Annually
(kkg)
360
680
725
1815
2720
4535
(tons)
400
750
800
2000
3000
5000
 Table 24 .  Daily peak production rates of Alaska
   fresh/frozen salmon plants  (9)


                         Daily Peak Production Rate
 Size                    (Kkg)(tons)


Large                    80-110              90-120

Medium                   45-70               50-75

Small                    27-45               30-50
                       98

-------
Figure 3* .
                           SALMON PROCLSS PLOT.
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                            99

-------
The slight advantage of those  plants  processing  mostly  troll-
dressed fish was considered to be of little importance, since the
waste  loads  from  any  of  these  processes are relatively low.
Table 25 lists summary statistics of the  waste  loads  from  all
hand  butcher  salmon  processes  sampled.   These  were  used to
determine the typical raw waste loadings from fresh/frozen salmon
or hand butcher salmon canning processes in both Alaska  and  the
West Coast.  The flow ratio was not included for plant FSl, as it
was not considered to be typical.

Because  there is no apparent relationship or trend relating flow
ratios, TSS ratios, or BOD5  ratios  to  production  levels  (See
Figures  35, 36, and 37), it was assumed that the waste loads per
unit of production are independent of production level.

Hand butcher salmon canning processes are typically  small.   The
plants  sampled  in  the  Northwest  are  considered to be large;
however, the hand butcher salmon line  only  averaged  about  4.5
kkg/day (5 tons/day).  This is much less than the ratio shown for
fresh/frozen salmon in Tables 23 and 21.

BOTTOM FISH AND MISCSLIANEOOS FINFISH

The  processing  of  bottom  fish   (or groundfish) and finfish as
fresh or frozen commodities was considered  to  be  an  important
segment  of  the  industry  because of the large number of plants
engaged in this activity.  The industry has wastewater flows  and
loads  which are quite variable, is located in all regions of the
country and encompasses a large range  of  sizes.   Therefore,  a
total   of   20  plants  in  six  regions  of  the  country  were
investigated.  This included three plants in Alaska, six  in  the
Northwest,  four  in New England, two in the Middle Atlantic, two
in the Gulf, and three plants in California.  A total of 207 unit
operations or effluent  composite  samples  of  the  bottom  fish
industry's wastewaters were collected.


Process Description

Although  many species of fish are involved in several regions of
the country, the processing of bottom fish  (or  groundfish}  and
finfish  primarily  involves  the preparation of fillets or whole
fish for the fresh or frozen market.  Most fillets are frozen  in
blocks  and  processed  later  as fish sticks or portions.  Whole
fish processing is  also  important  for  some  species  such  as
halibut  and  the " larger  groundfish.   The amount of whole fish
processing varies with the  species  of  fish,  the  region,  and
market demands.

The  processing descriptions below are organized by region, since
the species involved and  the  processing  methods  employed  are
relatively uniform within each.
                                  100

-------
                                   Table 25
                            HAND  3UCHE.CED SALMON
                                PROCESS  SUWPARY
                            OF  StLCCTEO PARAMETERS
PARAMETER
PRODUCTION ITON/MR1*
TINC 
* FLOW CL/SECI* (GAL/MIN)* FLOW RATIO (L/KKG) (GAL/TON) TSS (1G/L) (KG/KKG) BOO-5 IMG/LI (KG/KKG) GRtASE AND OIL (MG/Li (KG/KKGt PH» LOG KC«MAL MEAN MEAN 1.9i» e.3«i 2.36 37.5 3960 6.28 976 6.88 305 i.72 1.21 0.188 534 6.28 2.11 0»7(|9 38. £ 3.6S 0.153 -1.88 €.73 LCG kORMAL STO OEV 1.19 1.80 i.m 22.3 0.079 0.102 1:15 0.108 0.108 0.118 0.118 0,31, 99% MAXIMUM 1240 1.70 686 2.72 50.8 0.202 PLANTS CSN5,CS61,F5l ,fS2 ,FS3 ,FS*. * NOT£I THE OUTPUTS FCR THESi. PARAMETERS ARE THE MIRPAt (UNMeIC»-T£C1 AN3 STANOARO OLWIATICN, 101

-------
   8
o

J2  5
x
3
                             10          15         20          25


                           Production kkg/day
                 Figure  35
     Hand-butchered  salmon  flow ratios
           versus production level


                      102

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    4.5
    4.0
    3.5
    3.0
    2.5
to

§   2,0
    1.5
    1.0
    0.5
                5T ,     10      15      20

                         Production kkg/day
               Figure 36
    Hand-butchered salmon BOD5_.ratios
         versus production level
25
30
                    103

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    3.5
    3.0
    2.5
cr»
a  2.0


T3

-------
1.   New England Groundfish--Figure 38 shows the flow diagram for
a typical New England groundfish filleting process.

Fish arrive at the major processing centers, such as  Gloucester,
Boston,  and  New  Bedford,  by truck and boat.  The resource has
been declining in recent years; consequently, increasing  numbers
of  fish  are  being  trucked  from northern New England and from
Canada.  Pish such as flounder and  ocean  perch  arrive  in  the
round,  while  larger species, such as cod and haddock, are often
eviscerated at sea to minimize spoilage and maximize  efficiency.
The  fish are typically unloaded from boats {by hand)  into boxes,
and then transported by  forklift  or  dolly  to  the  processing
areas.   Some  ice  accompanies  the  fish  and  a certain weight
percentage is subtracted from the gross value to allow  for  this
when  the  fish  are  weighed.  The fish are stored on ice in the
plant while awaiting processing.

Included in the plans to build a new fish pier  in  Boston  is  a
vacuum  system  to  transport  fish  from  the  boat  holds  into
palletted bins.  This will increase the unloading rate, while  at
the same time decreasing the amount of contaminated ice."

The fish are filleted by hand.  Plants employ from 3 to 25 filled
cutters.   The  fish  will  be  descaled  prior  to  filleting if
requested by the customer.  Descaling is usually accomplished  by
handj  however, some descaling machines employ highpressure water
jets.  The flow from these  mechanical  descalers  is  relatively
large  and  contains  heavy  waste  loadings.   Some plants use a
continuous brine flow to keep the fish  moist  and  firm  on  the
filleting  table,  while  other  plants use an intermittent water
flow to clean the tables between species.   The  fillets  may  be
skinned  manually (for special orders) except for various species
of flounder, which are passed through a  skinning  machine.   The
skinning  machine commonly used in New England is the German-made
Baader 17 skinner.

The  prepared  fillets  are  ^placed  in  a  preserving  dip  tank
containing   chilled   brine  with  10  percent  sodium  benzoate
solution.  The fish are removed from the dip tank by hand  or  by,
inclined  conveyor,  manually  packed into boxes, and stored in &
cooler.  The great majority of groundfish are filleted  and  sold
fresh.   Some  of  the larger species, which are sold to markets,
are handled whole, while those which are  to  be  shipped  longer
distances are frozen.

Plant washdowns typically occur only once per day, in the last 20
minutes  to  one-half  hour  of operation.  Both chlorinated salt
water and fresh water are used.  The solid material is  typically
shoveled  into  bins  and  trucked  to  a nearby rendering plant.
During the peak lobster fishing period, carcases are  often  sold
for lobster bait.

A  frozen-whole  process used in New England for whiting is shown
in Figure 39.  The whiting are taken from the  boats  in  bushels
                                 105

-------
                              ALTERNATE
                               METHOD
                                                                       —  '.I.:- fV-V.T£R FLOW

                                                                       —  WASTE VHjriS TUOW
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                                                      ICC MEU Vrtr
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                                             H»MO
                                            FILLET
MACHINE
SKINNER
                  = -I  imncnoN
     I '.(:T1CLES •
ET     ~ "        ~ "  '*j
------ J                ,


      WATER, PARTICLES^   I
                                                   1	BRINE, WRTIC.L

                                                 J
                                           HAND PACK,
                                          WEIGH 8 SWF J
TO SOLIDS DISPOSAL
          Figure ^ .   Typical New England  ground  fish process,
                                        106

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                                                            PRODUCT FLOW
                                                            WASTEWATER FLOW
                                                            WASTE SOLIDS FLOW
         HEADS
       II

       II
         VISCERA
                                                WATER, JUICES 	
                                                 SMALL PARTICLES
                                                WATER, OR6ANICS
WATER, SCALES
                                                WATER
TO SOLIDS DISPOSAL
                                                                         I
                                                                      EFFLUENT
     Figure 39  .Typical New England whiting  process,
                                   107

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which  hold  between  80  kg and 100 kg (176 to 220 Ibs)  of fish.
Each bushel is weighed prior to being  emptied  onto  a  conveyor
which  transports  the  fish  into the plant's holding bins.  The
plants sampled each had a holding capacity of about 100 kkg  (110
tons).   The  relatively  soft  flesh of whiting dictates care in
handling.  Consequently, the fish are flushed from  the  bins  by
high-pressure hose into sumps, from which they are transported by
inclined  conveyor  to  the  sorting  and  beheading  area.   The
beheading operation consists of  lines  of  horizontal  conveyors
with  tt  to  5 cm (1.8 to 2.0 in.)  slots, into which the fish are
oriented manually by women standing along  the  line.   The  line
conveys  the  fish past a circular beheading saw.  The heads fall
onto an inclined auger and are transported into a waiting  truck.
The  headless  bodies  are  flumed  into  an inclined cylindrical
descaler which tumbles the fish, removing the scales and  washing
them  away  with water sprays.  The fish are then conveyed to the
eviscerating table where the remaining  viscera  are  removed  by
hand.   All  fins are left on the fish and the belly is not slit.
Usually 15 to 20 women manually eviscerate the fish, throwing the
viscera into flumes running along both sides of the  "table,  then
out  to a main collecting sump.  After evisceration, the fish are
boxed according to size and are quick frozen.

The whiting process uses a large amount  of  water  and  produces
relatively  large  waste  loads.   Most  of  the water comes from
fluming.  It may be possible to  replace  the  flumes  with  con-
veyors; however, it is claimed by the people in the industry that
fluming  is  the  best method for .moving the fish, because of the
softness of their flesh.

The solids, including, heads, viscera, and  screened  solids,  are
typically collected and trucked to a nearby rendering plant.

2.  Mid-Atlantic and Gulf Miscellaneous Finfish-Figure 40 shows a
typical  miscellaneous  finfish  process  used  in the Middle and
South Atlantic and Gulf regions.

The fish are received by boat or truck and unloaded by hand or by
vacuum.  The fish are washed, sorted by species, and weighed.  At
this point, some plants box, ice, and  ship  the  whole  fish  to
markets  or  other,  plants for further processing.  Fish that are
processed at the  originating  plant  are  descaled  manually  or
mechanically,  and  then eviscerated or filleted.  The whole fish
fillets are next packaged and shipped fresh or  frozen.   It  was
observed  that more fish were handled in the round or eviscerated
and frozen in these two regions than in New England.   The  solid
fish wastes, including heads, viscera, and carcasses, are usually
recovered for pet or mink food.

A  relatively  new  process  developing in the Gulf region is the
utilization of flesh separating  machinery.   The  process  holds
much  promise  because it can improve yields, utilize previously-
ignored fish species, and satisfy ready markets.   These  factors
tend  to reduce operating costs and make the process economically
                                  108

-------
                      PRODUCT FLOW

                      WASTE WATER FLOW

                      WASTE SOLIDS FLOW

                      GRINDER
       SCALES
    ^ u ^ZZ 1	 ^^
   I)
SOLIDS DISPOSAL
                                                                               EFFLUENT
        Figure 40.  Typical  Mid-Atlantic ox  Gulf finfish process,
                                    109

-------
attractive.  At present, few such  operations  are  on-line,  and
only  one  plant  was sampled, this utilizing croaker on the Gulf
Coast.

The foundation for this process was laid when Japanese and German
inventors created the prototype machinery for extracting boneless
and skinless flesh from eviscerated fish.   In  one  design,  the
separation  is  effected  through  a shearing and pressing action
created by a rotating perforated drum bearing against  a  slower-
moving  belt  which  holds  the  fish  tightly  against the drum.
Although one pass through the machine will produce a  high  flesh
yield,  the  carcasses  can  be  recycled  through the machine to
increase recovery.  The flesh obtained is in  a  comminuted  form
which  is  further  processed  by  compressing  it  into  blocks.
Occasionally, other materials are added  to  modify  the  flavor,
texture,   or  appearance  of  the  final  product.   The  actual
formation of the blocks, the machinery, and  the  binding  agents
used  are  considered  by the industry to be confidential.  Thus,
the following description is general.

Figure tl shows a typical  fish  flesh  process.   The  receiving
operations are similar to other fish operations; fish are brought
into  the  plant, dumped into wash tanks, sorted, then held prior
to processing.  Scales, heads, fins and viscera must be  removed.
This  can  be  done  manually,  but  automatic equipment is being
introduced into the industry to streamline the operation.   After
dressing,  the  fish  are  passed  through  the  flesh-separating
machinery.  The solid wastes produced by the dressing  and  flesh
separating  operations  are collected and ground for animal feed.
Little water is involved in either operation, but  that  produced
is   highly  contaminated  with  blood,  slime  and  small  flesh
particles.  The ground flesh produced is  stored  in  bins,  into
which  other  ingredients  are  added,  after  which the batch is
mixed.  It is then formed into blocks,  either  by  extrusion  or
molding.   The  blocks,  or  cakes,  as they are also called, are
placed on trays and rapidly frozen.  The frozen blocks  are  then
processed  further  by  cutting  them  into  different  sizes and
shapes, which are subsequently breaded  and  packaged.   Clean-up
operations  involve  washing  down  the  equipment with water and
detergents.  The wastewater  from  such  operations  is  high  in
dissolved  proteins,  organics  and  detergents, as well as solid
particles of flesh and fish parts.  In the  one  plant  observed,
the  clean-up  lasted  several hours, with the flow being greater
than  that  produced  during  processing  and  constituting   the
greatest part of the effluent.

3.   Pacific  Coast Bottom Fish—Figure U2 shows the flow diagram
for a Pacific Coast bottom fish  filleting  operation,  the  most
common  processing  method.   Some of the larger species, such as
the black cod, are processed whole; and a small  demand  in  fish
markets exists for other whole fish.

The  fish usually arrive by boat and are unloaded by hand.  A few
plants are converting to the vacuum unloading system.   The  fish
                                  110

-------
     ir
     ii
     ii
         TRASH FISH
        HE ADS, VISCERA
     II  MUTILATED FISH
      ^	  ''^   ' "  —



     II
     II

     I!

     II
     ii
     ii
     ii
            PARTICLES .SKIN . CARCASSES
               ~" ""      n"""  ™
         SAW DUST
                                               CHLORINATE0 WATER, PARTICLES
  TO SOLIDS

REDUCTION PLANT
EFFLUENT
       Figure 41  .  Typical  fish flesh  process.

-------
                                                                    PRODUCT FLOW

                                                                    W&8TEWATER FLOW

                                                                    WASTE SOLIDS FLOW
       TO SOLIDS
       DISPOSAL
                  SCALES
            CARCASSES
            SKIN
        II
        I!
        II
        II
       II
       II
                                                  SLIME. ,_WATER
                                                  MEAT, WATER
                                                  ORGANiCS, WATER
QRGANICS, WATER
  TO BY-PRODUCT
RECOVERY OPERATION
                     EFFLUENT
       Figure 42 . Typical Pacific  Coast  bottom fish  process,
                                  112

-------
are  weighed  and sent to the filleting tables;  the larger plants
use a conveyor system for fish transport from the receiving  room
to  the  filleting  room.   Some  plants use manual or mechanical
descaling before filleting, depending  on  the  ultimate  product
form.   The  fish  are  spray-washed on the conveyor or washed by
hand as they are filleted.  Water is available  from  a  hose  at
each filleting position and in many plants is flowing constantly,,
Most  plants  use  mechanical  skinners after filleting; howeverg
some skinning is done by hand  and  a  few  products  require  no
skinning  at  all.   The  fish  are  rinsed  in a tank containing
preservatives and then packed for the fresh or frozen market.

Most of the solid waste from the Pacific Coast plants  is  ground
and bagged for the pet or animal food market.

Some  halibut  are  processed  on  the Northwest Pacific Coast in
centers  such  as  Bellinghani  and  Seattle.   The   methods   of
processing  are the same as described in the following discussion
on Alaska bottom fish.

4,  Alaska Bottom Fish--The only species of Alaskan  bottom  fish
processed  in  any  quantity  at this time is halibut.  Figure *J3
shows  the, flow  diagram  for  a  typical   halibut   processing
operation.

Since the average length of a trip in Alaska ranges from 13 -to 25
days,  the  halibut are butchered at sea and iced.  After receipt
at the- docks, the fish are beheaded, if this has not already been
done at sea, and the body cavity is flushed to remove  ice.   The
fish " are  graded  by  size and then processed whole or fletched.
Smaller fish, "tinder alxrat 27 kg  (60  Ifosy  are . usually  frozen,
while  those  greater  in size are butchered to remove four large"
sections of; flesh called fletches,,  Some plants in Alaska  freeze
all sizes 'of fish, which are processed later in the Northwest*

The  fish  to  be frozen whole are washed by spray or by hand and
quick-frozen.   The  waste  loadings  from  this  operation   are
minimal.   The  sections  of  flesh  from  the  fletched fish are
trimmed, washed, and  quick-frozen.   The  larger  trimmings  are
marketed for smoking and breading.  The edible cheeks are removed
from the heads, and are trimmed, washed, bagged and frozen.

The solid wastes in Alaska are used for bait or are discarded.


Subcategorization ^Rationale

Although   there are many  species and processing operations in the
bottom/miscellaneous finfish subcategory, only two  factors  were
considered to  require   further   Subcategorization?    geographic
location and degree of mechanization/water use.  The  bottom  fish*
groundfishff and miscellaneous finfish  industry was  subcategoriz'ed
into "Alaska" and "non-Alaska1" regions  because  of   the  greater
costs and  more complex treatment problems encountered in Alaska.
                                 113

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                                                                        —	 PRODUCT FLOW



                                                                         —  	 WASTEWATER FUOW




                                                                         =  = WASTE SQU0S FLOW
       HEADS
        CARCASSES
        SKIN, TRIMMINGS
WATER,SLIME







WATER, ORGANICS
TO SOLIDS DISPOSAL
                                                                          WATER. SLIME
                                                                          WATER,FLESH
                                                                          MEAT, WATER
                                                                                         EFFLUENT
   Figure 43..  Typical Alaska or Northwest  halibut  process.

-------
In  Alaska,  the  only  bottom  fish  industry  of  importance is
halibut.  The  problem  is  complicated  by  the  fact  that  the
processing  of  halibut  usually is practiced in conjunction with
other processes, such as fresh/frozen salmon processing.

With respect  to  non-Alaska  regions,  the  bottom  fish/finfish
industry  was subcategorized into "conventional" and "mechanized11
processes, due to the increased water and waste loads  associated
with  the  latter.   A  conventional process is defined as one in
which /the unit operations are carried out essentially by hand and
with a relatively low water volume.   However,  the  conventional
process  generally  utilizes scaling and/or skinning machines.  A
mechanized process is defined as one in which many  of  the  unit
operations  are  mechanized and relatively large volumes of water
are used.

Figure 44 summarizes the wastewater characteristics for what  are
considered  to  be conventional processing operations with little
or no mechanization.  Figure 45 depicts a summary plot  for  what
are   considered   to  be  high-water-use  mechanized  processing
operations.  In Figure 44 codes FRH1 and FFH1  refer  to  halibut
processing  operations  in  Alaska;  codes  Bl  and  2  refer  to
groundfish plants in New England; codes FNF1, 2,  3,  and  4,  to
finfish plants in the Middle Atlantic and Gulf regions; codes B4»
5,  10,  11, and 12 refer to bottom fish plants in the Northwest;
and codes B7, 8f and 9 refer to bottom fish plants in California.
With respect to Figure 45, codes Wl and 2 refer to whiting plants
in New England, CFC1 to a fish flesh plant in the  Gulf,  and  B6
and  B6H  to  a  bottom  fish  plant  in the Northwest.  Code B6H
represents historical data obtained for plant B6  (21).

The plants represented by codes FRHl and FFHl are  considered  to
be large halibut processing operations.  The waste loads from the
halibut  processing  operations  are relatively low, being of the
same  order  of  magnitude  as  the  Alaska  fresh/frozen  salmon
process.   Table  26  shows summary statistics of the waste loads
from the Alaska halibut process.  It is assumed  that  the  waste
per unit of production is the same for plants in either the large
or small categories.

A  relatively  large  size  range  exists for both the non-Alaska
conventional and non-Alaska mechanized portions of the  industry,
with  the  mechanized  portion  being  larger,  on  the  average.
Information on the annual production of bottom fish  is  limited.
Based   on   studies   conducted   in  the  Northwest   (20),  and
observations made during this study, the following divisions were
made to break the industry into approximately  equal-size  ranges
for  the  purpose  of costing control and treatment technologies.
The division between "large" and "medium" conventional plants was
set at 3630 kkg  (4000 tons) of raw product processed annually and
the division between "medium" and "small" conventional plants was
set at 1810 kkg  (2000 tons) of raw  product  processed  annually.
The  division  between  "large" and "small" mechanized plants was
set at 3630 kkg  (4000 tons) of raw product processed annually.


                                 115

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Figure 44 .   CONVENTIONAX BOTTOH FISH PROCESS PLOT,
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-------
Figure 45.   MECHANIZED BOTTOM FISH PROCESS PLOT.
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5 KG/KKG
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                           117

-------
                             Table 26

                         ALASKAN BOTTOM FISH
                 PROCESS SUMMARY OF SELECTED PARAMETERS
PARAMETER
PRODUCTION*
(TON/HR)
TIME*
(HR/OAY)
FLOW*
(L/SEC)
(GAL/MIN)
Fi_0^ RATIO**
(L/KKG)
(GAL/TON)
(MG/L)
(KG/KKG)
(MG/L)
(KG/KKG)
GREASE AND OIL**
(MG/L)
C KG/KKG)
PH* '
PEAN
4.38
5.13
6.94
110*
4530.
• 1080.
326.
- 1.48
396.
1.79
44.6
0.202
6.73
LOG NORMAL
MEAN



8.418
6.989
5.788
0.390
5.982
0.584
3.798
-1.600

LOG NORMAL
STD DEV
4.60
0-523
8.74
139.
0-907
0-907
0*318
0.318
0-216
0-216
1.310
1.310

99%
MAXIMUM



37500.
8980.
685.
3.10
656.
2.97
944.
4.27

PLANTS   FRH1   »FFH1
*  THE OUTPUT  FOR THESE PARAMETERS
   ARE THE  NORMAL (UNWEIGHTED) MEAN
   AND STANDARD DEVIATION* RESPECTIVELY

** THE OUTPUT  FOR THESE PARAMETERS
   ARE THE  LOG NORMAL (UNWEIGHTED) MEAN
   AND STANDARD DEVlATIONt RESPECTIVELY
                             118

-------
Table 27 indicates distribution within the selected size  ranges,
of the plants investigated.

Although  some  variability was evident between the plants in the
"conventional" and  "mechanized"  subcategories,  especially  the
flow  ratio and production parameters, the following observations
were noted.  The waste loads (in terms of BOD, suspended  solids,
and  grease  and  oil)   were  four  to five times greater for the
mechanized operations  than  the  conventional  operations.   The
highly  variable flow ratios for the conventional operations were
attributed mainly to the different methods of  washing  the  fish
before processing.  For example, the high flow ratio exhibited by
plant  BiO was partially due to the fact that a high-velocity jet
spray was used to wash the fish as  they  were  conveyed  to  the
processing  lines.   The  historical  flow ratio data at plant B9
were obtained from a flow meter which also serviced a restaurant.
The flow to the filleting tables at plant  B2  was  excessive  in
relation  to the same unit operation at other plants.  Plant FNF4
flow ratio data were  relatively  high  in  comparison  to  other
bottom  fish  plants  even though the other waste parameters were
low.

Since the waste loads were relatively low and  were  uniform  for
all  the  conventional bottom/miscellaneous finfish processes, it
was reasonable to place them  into  one  subcategory.   Table  28
summarizes  the  waste parameters for the non-Alaska conventional
bottom/miscellaneous finfish plants.  The flow  ratios  were  not
included  for  B2, B9, BIO, and FNF4, as they were not considered
to be typical.  Plant  FNF3  was  not  included  in  the  average
because  only  a  small  number of fish were being handled in the
round on the day the sample was  taken,  a  situation  which  was
considered to be atypical.

Because  there is no apparent relationship or trend relating flow
ratios, TSS ratios, or BOD5  ratios  to  production  levels   (See
Figures  46, 47 f and 48), it was assumed that the waste loads per
unit of production are independent of production levels.

The plants used to represent the mechanized  bottom/miscellaneous
finfish  process  were two New England whiting plants  (Wl, W2),  a
fish flesh plant on the Gulf  (CFCl), and a bottom fish  plant  in
the Northwest  (B6, B6H),  Plant B6 was included in the mechanized
subcategory  because  it  used  a  mechanical  sealer  with high-
velocity water jets.  Since this was the only sealer of this type
observed, and it contributed a high percentage of the waste load,
it could not be considered typical.  Plant CFCl was also  included
in the mechanized subcategory,  since  mechanical  beheading  and
eviscerating  machinery  was  used.   The waste loads for the two
whiting plants and the fish flesh plant were  considered to be the
most representative of the mechanized segment of the industry and
are summarized in Table 29,
 SARDINE  CANNING
                                 119

-------
        Table 27   Non-Alaska bottom fish
                size distribution.
                         Tgpe of Process
 Size           Conventional"Mechanized
Large

Medium



Small
FNF4, B8

B5, B7, B9,
PNP1, FNF2,
BIO, Bll, B12

Bl, B2, B4,
FNF3
Wl, W2, B6
CFC1
                       120

-------
                                   Table  28

                           CONVENTIONAL  30TT0M FISH
                                PROCESS  SUHHARY
                            OF  SELECTED  PARAMETERS

PARI*KET£R
PRODUCTION (TON/HR)*
TIME CHR/OAYJ*
FLOW
FLOW
CL/SEC)'
CGAL/MIM*
RATIO CL/KKGJ
(GfcL/TCN)
TSS CMG/LJ
(KG/KKG)
800-5 CHG/L)
f KG/KKGI
GREA
PH*
SE AND OIL (HG/LJ
CKG/KKG)

LOG NORMAL LCG NORMAL
MEAN HEAN STO DE\I
1.7?
6.98
3.75
59. e
5240
1270
271
633
3.22
66.it
6.79


e.56
7.15
5.60
0.353
6.<»5
1.20
<*.20
-1.06

1.
0.
3.
0.
0.
0.
0.
0.
0.
0.
0.
c.
33
00
6
058
052
163
163
152
152
199
199
561
99X
MAXIMUH


5990
396
2.
901
105
0.




OS
72
553

PLANTS 61   ,62   ,e<*   »a§   ,67   ,69  ,59  ,610 s
       311  ,B1Z
* NOTF, I  TH£ OUTPUTS  FOR  THfcSE
         ARE THE NCRHAL  (UNkElGHTECI K
         AN3 STANDARD  0£VIATION»  RtSPLCTIVLLY
                              121

-------
    10 t-
     8
o
•x
 O
rr  4
      0
f)
     10       15      20      25
           Production  k.k.g/day
30
35
               Figure 46
 Conventional  bottom fish flow ratios
       versus  production levels
                     122

-------
en
in
Q
O
CQ
                      10      15      20     25

                         Production  kkg/day
30      35
               Figure 47
   Conventional bottom fish BOD5. ratios
        versus production levels
                    123

-------
     3.0
     2.5
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 o>
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-------
                                   Table 29
                             MiCHANICAL eOTTCH FISH
                                PROCESS SUMMARY
                             OF  SELECTED PARAMETERS
PARAMETtR
PRODUCTION fTCN/HR)*
TIHE (MR/DAY)*
FLOW IL/SEC)'
(GAL/HIN)*
PLOW RATIO U/KKGI
(GAL/TON)
TSS CHG/LI
(KG/KKG)
800-5 f»1S/LJ
t KG/KKG)
GREASE AND OIL.. (MG/L)
fKG/KKGI
PH*
MEftH
«i,21
6.27
13.3
211
135CQ
32
-------
The canning of sea herring for sardines was considered to  be  an
important  segment  of  the  seafood industry from a waste impact
viewpoint due to its relatively large waste loads and  flows  and
its  seasonal  or  variable  nature.  Four sardine canning plants
were visited  in  Maine;  however,  only  two  were  sampled,  as
considerable   historical   data  were  available  from  a  study
conducted by the Maine Sardine Council (22).  A total of 86  unit
operation  and  effluent  composite  samples  were  collected (or
otherwise made available) from the sardine industry.


Process Description

Figure 49 shows the flow diagram  for  a  typical  Maine  sardine
canning  plant.   although the process varies somewhat from plant
to  plant,  it  consists  essentially  of * the   following   unit
operations.                 •                         :

The  fish arrive at the plant by boat or truck.  Fish arriving by
boat are pumped out of the holds and transported to storage  bins
by  flume  or  dry  conveyor.   The  water  used  is  composed of
transport  brine  from  the  hold  and  tidal  water  of  varying
salinity.  This unloading water is usually discharged back to the
local  tidal  waters.   Fish  arriving  by  truck  are  flumed or
conveyed to storage tanks, or directly to the packing table.

Fish that are stored for significant lengths of time (one to  two
days)   are  preserved  by  the  addition  of  concentrated  brine
solution to the storage bins.  This is generally recycled through
refrigeration units  to  maintain  low  temperatures  within  the
tanks.  The fish are removed from the storage bins by dip net, or
are flushed out with large hoses.  Fish are then either flumed or
dry-conveyed to the cutting and packing tables.

The  heads  and  tails  are  generally  removed by hand; however,
cutting machines for packing fish steaks are now being used on  a
limited  basis.   The  size  of  head  and  tail portions removed
depends on the fish size.   The  cutting  and  packing  table  is
generally  supplied  continuously  with fish, using a conveyor or
flume.  Fish remaining at the end of the conveyor are returned to
the head of the line.  All  solid  waste,  consisting  of  heads,
tails,  and  rejects  from  the  packing line, are transported by
water flume or dry conveyor to storage hoppers or directly  to  a
waiting  truck.   These  solids  are  usually hauled to reduction
plants, where they are  processed  into  fish  meal  or  sold  to
lobstermen for bait.

After  packing,  open  cans of sardines are placed in racks which
are stacked onto special hand-trucks which are then rolled into a
steam box for precooking.  The fish are precooked  for  about  30
minutes  at about 100°C (212°F), then removed from the steam box,
drained and cooled to room temperature prior  to  sealing.   This
operation  partially cooks the fish and removes undesirable oils.
                                  126

-------
                                                               PRODUCT FLOW
                                                               WASTEWATER FLOW
                                     BA1UWATER
                                     BLOOD,
                                    JBRINE_W*TER _
                                     SALT, ORGANICS"
                                    _BELT_WASHER  WATER
                                     SLIME, ORGANICS
                                    _COO_KINS WATER
                                     STICKWATER
                                     CUSHION WATER
                                     OIL, FISH PIECES
                                     OIL, SOAP, PARTICLES
                                                        EFFLUENT
Figure 49 .  Typical sardine canning process,
                             127

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The liquid waste, or stickwater, generated represents one of  the
most troublesome waste loads from the sardine operation.

The  sardine  cans  are  sealed by a machine which also adds oils
and/or sauces.  After sealing, the cans are washed to remove  any
oil or foreign substances which may have adhered to the can.  The
wash  operation  employs  a closed system which is emptied at the
end of the day's operation.

The sealed and washed cans are automatically loaded into vertical
retorts' which are partially filled with water to cushion the cans
as they enter.  In the retort, the cans are cooked at about 113°C
(235°F) for one hour.  If sauces, such as mustard or tomato sauce
are utilized, the cooking time may be reduced to 50 minutes.

after cooking, the cans are  water-cooled  in  the  retort  to'  a
temperature  of  about  52°C  (126°P).  The cans are then removed
from the bottom of the retort where  they  are  washed  again  to
remove  any  spots.  They are then conveyed to holding bins where
they are stored prior to manual casing.

SubcategorizationRationale

With the exception of dry versus wet transportation  systems  the
sardine  canning  process  is  essentially the same from plant to
plant and is located mainly in one  geographical  region,  futher
Subcategorization  was  not  considered  necessary.  However, the
1977 limitations provide for  those  plants  with  dry  conveying
systems  and  for  those plants with wet flume conveying systems.
The 1983 and new source standards  are  based  on  dry  conveying
systems  only.   A  relatively  low  number of sardine plants are
still operating; however, their sizes range widely.   Of  the  17
active  processing  operations,   five were considered to be large
(over 55 thousand cases annually)  for  the  purpose  of  costing
control  and  treatment  technology,  eight were considered, to be
medium (30 to 55 thousand cases annually)  and  four  small  (10) .
Ten of the 17 plants are located outside of population centers.

Figure  50  is  a  summary  plot  of  the characteristics of four
sardine plants.  Plants SA1 and SA2 were investigated during this
study.  Information on plants SA2, SA3, and SA4 was obtained from
the Maine Sardine Council study  (22).  All four  plants  were  in
the "large" size range.

Plants SA1, SA2, SA3, and SAH used dry conveyors to move the fish
from the holding bins to the packing lines.  This should decrease
the  flow  and  reduce  the  waste  load   (because it reduces the
contact time of the fish with  the  water) .   Table  30  compares
flows   and   waste   loads   at   plant  SH2  before  and ? after
implementation of the belt  conveyor.   Table  31  lists  summary
waste  characterization  data  obtained  from  the  Main  Sardine
Council study (22) for in-plant fish fluming.
                                    128

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 Figure 50   SARDINE CANNING  PROCESS  PLOT.
     ,  GP
       GP
       GP
       GP
       GP
       GP
     6 GP
     8 GP
     iSGP
     8SGP
     BSG
     BSG
     BSG
      SG"
      SG
      SG
      SG
    Q
    C
Q
Q
 P
 P
SP
GP
GP
G
QBS6
 8SG
 BSG
 BSG
 BSG
   G
   6
     SAi
     (8)
SYMBOL
 SA2
 (3)

PARAHETER
        SA2H
        (4)
SA3
(2)
SAI»
(5)
                   SCALING FACTCR
Q
B
S
G
P
FLCW
5 DAY BOO
SUSPENDED SOLIDS
GREASE < OIL
PRODUCTION
1 INCH = 5000
1 INCH * 5
1 INCH » 2
1 INCH = 1
1 INCH s 2
L/KKG
KG/KKG
KG/KKG
KG/KKG
TCN/HR
                          129

-------
               Table 30 .  Waste load reduction
               using dry conveyor  (Plant SA2).
        Parameter            Before     After    % Reduction


Plow ratio (1/kkg)           20,400     7590          63

Suspended solids  (kg/kkg)         8.7      2.0     :   77

BOD (kg/kkg)                      12.3      5.0        59
                           130

-------
                   TABLE 31
     SARDINE IN-PLANT FISH TRANSPORT WATER,
STORAGE AREA TO PACKING AREA -   (22)
    Production
    Fish Transport
    Water Use
    Flow Ratio


    BOD5_


    TSS


    Oil & Grease
     24.5
     22.2
 70,000
265,000

 12,000
  2,860'

  1,400
     16.7

    500
      5.96

    120
      1.43
tons/day
kkg/day
gal/day
Vkkg

1/kkg
gal/ton

mg/1
kg/kkg

mg/1
kg/kkg

mg/1
kg/kkg
                     131

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Table 32 summarizes waste loads statistics for the  plants  which
utilize  dry  transportation  systems.  The flow ratio from plant
SAl was omitted from the summary data  because  the  unique  fish
handling  technology  at  the plant resulted in very low flows in
comparison to the other plants studied.  It was assumed that  the
waste  load  per  unit of production is independent of production
level.

HERRING
The sea herring fillet processing industry is typified  by  large
flows  and  waste loadings; however, it was considered to be less;
important than  the  canning  segment  of  the  herring  industry
because very few filleting operations exist in the United - States .
The  market  outlook  is promising; therefore, two plants,  one in
New England and one in Alaska, were investigated.   In  addition,
historical  data  from  a  plant in the Maritime region of Canada
were obtained, providing a total of 11 composite  unit  operation
and end-of-pipe samples.


Process Description

Figure  51  presents  the  flow  diagram  for  a  typical herring
filleting process,  in New England, the herring are received from
boats or trucks and are pumped into the  plant  as  a  fish-water
slurry.  The scales are removed using a descaler on the boat in a
manner similar to that used in the sardine industry.

The  fish  may be iced down before being flushed by high pressure
hoses toward an inclined conveyor, which transports them into the
processing room.  German-made "Baader 33" filleting machines were
used for processing the herring  at  the  plant  visited  in  New
England .

In the Alaskan operation the herring were transported in bins and
processed using "Arenco" filleting machines, made in Sweden.

In  the filleting machines, the fish are oriented into groves and
conveyed to a saw.  The machines  remove  the  heads,  tails  and
viscera and finally fillet the herring in one operation.

The  differences  observed  between  the  Arenco  and  the Baader
filleting machines were:

    1)  The Arenco machine used two counter-rotating,
        grooved wheels which partially eviscerated the
        fish after beheading.  This pair of wheels
        became less effective as viscera accumulated
        on them.  This problem was reduced by
        directing a high-pressure water stream onto
        them during operation.

    2)  Instead of a single circular horizontal knife



                                132

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                            Table 32

                             SARDINE
                PROCESS SUMMARY OF SELECTED PARAMETERS
(TON/HR)
TIME*
(HR/DAY)
FLOW*
(L/seo
(GAL/MIN)
FLOW RATIO**
(L/KK6)
(GAL/TON)
TSS«*
(MG/L)
(KG/KKG)
BOD-5**
(MG/L)
(KG/KKG)
GREASE AND OIL**
(MG/L)
(KG/KKG)
PH*
5.14
6.78
10.6
168.
8690*
2080.
623.
5.41
1060.
• 9.22
201.
6.36,



9.069
7.641
6.435
1.689
6.967
2.221
5.301
0.555

0»946
1.42
•
3*25
0*275
0*275
0*811
0*811
0.412
0*412
0*588
0*588




16500*
3950.
4120*
35.8
2770.
24.1
789.
6.85

PLANTS   SA1    fSA2    tSA3   »SA4
*  THE OUTPUT FOR THESE  PARAMETERS
   ARE THE NORMAL  (UNWEIGHTED)  MEAN
   AND STANDARD DEVIATION*  RESPECTIVELY

»* THE OUTPUT FOR THESE  PARAMETERS
   ARE THE LOG NORMAL  (UNWEIGHTED) MEAN
   ANO STANDARD DEVIATION.  RESPECTIVELY
                                 133

-------
                                                         PRODUCT FLOW



                                                         WASTEWATER FLOW
                                          WATER, BLOOD , SCALES
   IN SEASON
                                          FAT.HEADS.SCALES.FINS.SKELETON
                                          WATER , BLOOD, SOLIDS        I
                                                                ^.i
                                                            TO REDUCTION PLANT


                                                                 OR



                                                             RECEIVING WATER
Figure  51.  Typical  herring filleting  process,
                            134

-------
        for slitting the underside (belly)  of the
        herring, the Arenco used a set of two
        horizontal circular knives, which slightly
        overlapped.  The adjustment of the Arenco
        machine was considered to be finer and tended
        to reduce the number of improperly cut fish.

The freshly-cut fillets are flumed onto a sorting conveyor  where
the  poorly-cut  fillets  are  separated  and  repaired manually.
Recycled fillets are  returned  to  this  conveyor  to  be  again
sorted.   The  good  fillets  go  to a boxing line where they are
placed in cartons which are subsequently adjusted for weight  and
taped  closed.   The  boxes  are put onto racks and finally quick
frozen.

During spawning  season  the  roe  and  milt,  which  are  called
"spawn,"  are  saved  and  shipped,  respectively,  to  Japan and
England  where  they  are  considered   delicacies.    Production
increases  as  the size of the fish increases; yields of Q3 to 15
percent are  expected  during  spawning  season.   Fillet  yields
increase in the winter when no roe or milt are present.  The fish
are generally the larger herring, being 20 to 25 cm (8 to 10 in.)
long.

The  plant  in  New  England flumed the heads, tails, viscera and
other solid wastes to a nearby rendering plant where  the  solids
were recovered and the water discharged.  Therefore, no filleting
plant   wastewater   existed  except  the  bailwater,  which  was
discharged.   In  Alaska  the  total  effluent,  including  solid
wastes,  was  discharged.   The  waste flume from the New England
plant was sampled to obtain the characteristics of  the  effluent
as  ±f  it  had  been  discharged  instead  of  being sent to the
reduction plant.


Subcateqorization Rationale

Since the herring filleting process is essentially the same  from
plant  to plant and the number of plants is too small to separate
the industry into size ranges, geographic location was considered
to  be  the  only  factor  requiring  further  attention  in  the
subcategorization process.

Figure   52  summarizes  the  characteristics  of  three  herring
filleting plants.  Plant HF1 is located in New England, plant HF2
in the Maritime region of Canada and plant  HF3  in  Southeastern
Alaska.   Information  on  plant  HF2  was  obtained from a study
conducted by the Enviornmental Protection Service of Canada (23).

It was noted that the waste characteristics for  all  the  plants
were  similar.  One difference was the relatively high flow ratio
observed at the Alaska plant.  This high ratio is not  considered
to  be  typical,  since  the  investigation  was conducted at the
beginning of the season and few fish were  being  processed.   At
                                 135

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   Figure 52  .   M£SPING FILLETING PROCESS  PLOT.

6.
                s               as
5.              s               as
                S               BS               '
                S               8S
                s               es
                s               -is
               BS               as                 (
4,             BS               BS               :
 ,             S3               BS
               es               es
               *               BS
 .             e        •       as               BS
               5               8
3.             e  P             a
               3  P             3
               8  P             8
                  P             3
 .           Q    P             3
             Q    P
2.           Q
             -3                                  ;
 t
                G
                .G                P
 .              G                P
*
*

SYMBOL
Q
i
S
G
P
G Q P
Q P

HFi HF2
(3) (2)
PARAMEHR
FLCW
5 DAY BOD
SUSPENDED SCLIOS
GREASE < OIL
PRODUCTION




1
1
1
.1
1



SCALING


HF3
(1)



FACTOR
INCH = 5COO
INCH = 1C
INCH = 5'
INCH = 5
INCH = 5
l/KKG
KG/KKG
KG/KKG
KG/KKG
TCN/HR
                               136

-------
low processing rates, water use is more independent of production
rate*

Table  33 summarizes statistics of the waste loads from all three
plants excluding the high flow ratio from the Alaska plant.

One relatively high grease and oil  data  point  at  the  Alaskan
processing   facility,   resulted   in  a.  distorted  log  normal
projection for the grease and oil daily maximum of  86.6  kg  per
kkg  of  raw  material, i.e., over 8 percent of the weight of raw
material.  Since the typical fat composition  of  herring  ranges
from  2 up to 11 percent of body weight, it would be unlikely for
78 percent or more of this fat to reach the waste water  effluent
stream  because a major proportion of the fat is contained in the
food product and waste solids.  A comparison of the  mechanically
butchered  salmon  processing  raw  waste  load to the mechanical
herring filleting raw waste load indicates that TSS averages  are
virtually  identical,  20.3 kg/kkg for salmon and 20.9 kg/kkg for
herring filleting; the salmon BODJ5 waste  load  is  higher,  50.8
kg/kkg  for  salmon versus 32.2 kg/kkg for herring filleting; the
salmon grease and oil average is also virtually identical to  the
average  for the New England herring filleting plant, 6.19 kg/kkg
for salmon versus 6.11 kg/kkg for New England herring  filleting,
Because the one data point at the Alaskan herring filleting plant
appeared  to  be  highly  questionable in comparison to the other
available information, it was not used to determine a subcategory
average.  Instead, the mechanical salmon process grease  and  oil
data  was  utilized  to  derive  conclusions  regarding  effluent
limitations for the herring filleting process plants.

Clams

The processing of clams for fresh or frozen meat or for a  canned
product  was  considered  to be a moderately important segment of
the seafood industry because of the relatively  large  number  of
plants   engaged   in   this  activity.   The  industry  produces
wastewater flows and loadings which are quite variable and  plant
sizes  vary  widely.   Therefore,  a  total  of  eight processing
operations were investigated and a total of 38 unit operation and
end-of-pipe  composite  samples  of  the  wastewater   collected.
Although  three  important  types  of  clams are processed (surf,
hard, and soft), only surf  clam  processes  were  sampled  since
these are, by far, the most important, in terms of production and
wastes  generated.   Plants  processing  hard and soft clams were
visited and information on the processing methods was obtained.


Process Description

The process description for surf clams  is  discussed  in  detail
since  it is the most important.  The processing of hard and soft
clams is basically the same as surf clam processing, except  that
higher percentages are handled manually.
                                 137

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                              Table 33

                             HERRING FILLET
                  PROCESS SUMMARY OF SELECTED PARAMETERS
    PARAMETER
          LOG NORMAL
MEAN         MEAN
LOG NORMAL
 STD OEV
           99%
         MAXIMUM
 PRODUCTION*
   (TON/HR)            5.92

 TIME*
   CHR/DAY)            5.11

 FLOW*
   (L/SEC)            19.6
   (GAL/MIN)         310.

 FLOW RATIO**
   (L/KKG)          ?020«
   (GAL/TON)        1680.

 TSS»*
   (MG/L)           2970.
   (KG/KKG)           20.9

 BOD-5**
   (MG/L)           4600*
   (KG/KKG)           32.2

 GREASE AND OIL**1
   (MG/L)            924.
   (KG/KKG)            6.49

 PH*                   6.66
               8.856
               7.428
               7.997
               3.036
               8.433
               3.474
               1.87
                            6.46
                            2-70
                           19*8
                          313-
      0*538
      0*538
      0*185
      0*185
0*061
0*061
        24600.
         5890.
         4570.
            32.1
               5300.
                 37.2
      0.60S     3790.
      0.605       26.5
 PLANTS   HF1    tHF2   ,HF3
 »  THE OUTPUT FOR THESE PARAMETERS
    ARE THE  NORMAL (UNWEIGHTED)  MEAN
    AND STANDARD DEVIATION*  RESPECTIVELY

 »* THE OUTPUT FOR THESE PARAMETERS
    ARE THE  LOG NORMAL  (UNWEIGHTED) MEAN
    AND STANDARD DEVIATION.  RESPECTIVELY

'Because the grease and oil  data at the Alaskan herring filleting plant
 was highly questionable in  comparison to other available information,
 it was not used to determine a subcategory average.  Instead,  the
 •echanlzed salmon grease and oil data was utilized to derive the summary
 data for the herring filleting process.
                                 138

-------
The  surf  clam  process  consists  of  three  basic  operations?
shucking, debellying, and packing.  Most plants produce frozen or
chilled clam meat which is shipped to  other  areas  for  further
processing  into  soup,  chowder, or a canned meat product.  Some
plants include a canning operation with the meat operation.

Shucking of the clam involves removal of the  organism  from  the
shell  and  is  accomplished  either  manually  or  mechanically,,
Mechanized operations are usually large and the manual operations
small.

Since more waste is generated in the mechanized operations,  they
were  investigated  in greater detail.  Figure 53 shows a typical
mechanized surf clam process including shucking, debellying,  and
the  three observed methods of packing.  The figure also includes
an evaporated juice operation which is used in some processes.

The clams are unloaded from the vessels in heavy wire  cages  and
conveyed into the plant where they may receive a preliminary wash
before shucking.  The washing is accomplished by a spray onto the
belt or by a reel washer.  The reel washer is cylindrical, ranges
from  1  to 1.5 m (3 to 5 ft) in diameter and 2 to 3.5 m  (6 to 12
ft) in length and is usually made of stainless steel.  Two  basic
types of reel washers are in use: one is partially submerged in a
"V" shaped stainless steel tank filled with water; the other type
is  suspended  above  the  same  type of tank, which in this case
serves as a drain for water sprayed from a perforated pipe within
the drum itself.

Heating the clams can be effected  using  a  "shucking  furnace,«
steam  cooker,  or  hot water cooker.  The shucking furnace, also
known as a shucking machine or the "iron man," is a large propane
furnace reaching temperatures from  625°C  to  815°C  (1160°F  to
1500°F).   A  heavy metal chain belt transports the clams through
the iron man in 50 to 100 seconds, depending  upon  the  internal
temperature.

The  steam  cooker  method operates at 2 atm (15 psig) for one to
two minutes at  a  temperature  of  132°C  (270°F) .   The  liquid
generated  is piped off and condensed for use as clam broth.  The
condenser water may be recycled and used  in  the  first  washer.
The  hot  water  cooker  method  immerses the clams in water at a
temperature of approximately 82°C (180°P) for one to two minutes.
This method is most typical in hand~shucked operations.

After heating, the clams are usually washed  using  one  or  more
reel  washers.   The  meat  is  then removed from the shell, most
often by the use of  a  brine  flotation  tank.   Occasionally  a
hammer  mill  grinder  or a shaker is used ahead of the flotation
tank to help separate the meat from the shell.   Any  meat  still
attached  to  the  shells is removed by hand and placed in a reel
washer which follows the  shucking  operation.   Some  operations
will  repeat  the  last  two  steps;  i.e., brine flotation, then
washing.  The shells are stockpiled, and utilized in landfills or


                                   139

-------

                                               PRODUCT FLOW
                                               WASTEVWTEB FLOW
                                               WASTE SOUOS FLOW

T
*»<* .~.u

COOK
1 , , , I. I
* f
WASH _**NEi*A
i
TO ^JHiLLS BR|NC BRINE
LANOFILL. ^r: = — =^ — — — - — MFoMAingi — 	
SHELLFISH MEDIUM ««W*TOR
CONSTRUCTION, ETC 1 ^^
ORSAWCa

i ;
SKIMMER *«TER
TABLE
i
S«W£R, ^..MLLieS 	 . __ __ _ ^.gj^y
| i
I WASH
| i
' SKIMMER -"""IS.
TABLE
HI
ll
ii
.|
CONDCNIEK MEAT
*»TE« 1
' 1 1
	 1
ewoKATON — — — — •«
1 MOTH COHcarrWnS
FR


CCZE 1


awce

SCAM
| 	 „

TER 	 	 	 	 	 	 	 	 ^.
!
.WATER 	 ^ '

i
MINCE i
i
WASH
1
SKIMMER OHBAMIC8, WATER 	 	 _fc_ ,
TABLE 1
JL
4y
PILL MD

'«" i
FREEZE t 	 -
reW1T IkTiT
— — — 	 	 — 1 	 ,„ 	 „. ,
flOX 	 1 <
	 — 	 	 	 	 — 	 	 - ppri
Figure 53.  Typical mechanized surf clam process.
                          140

-------
road construction, or piled to dry for subsequent  use  as  media
for shellfish larval attachment.

At  this  point, the meats are belted or flumed across a "skimmer
table" to the debellying operation.  A few plants fresh pack  the
whole  clams and ship them to other areas for further processing,
but this is not typical.   The  clam  belly  is  usually  removed
manually,  however,  this  step  is  becoming  automated  in many
plants.  The viscera and gonads removed from the  surf  clam  are
dumped  directly  into the adjacent waters, ground and discharged
to the local sewer system, or recovered for bait or animal food.

Only the adductor muscles and the muscle tissue of the  foot  and
mantle edge of the clam continue on to the next washer, which may
be  a  reel washer, a circular jet washer, or an air blow washer.
The circular jet washer is a doughnut-shaped tub with  tangential
nozzles  on  the  bottom  to  create a strong circular current in
about 10 cm (4 in.) of water.  A small opening allows a  constant
overflow  of  clams.   Air  blow  washers  are  large  "V" shaped
stainless steel tanks.  Air is bubbled the entire length  of  the
tank  from  the  bottom through the smaller trough, agitating the
clams.  In addition, an auger creates a current  which  helps  to
clean and move the clams along.

After being washed, the clams normally pass over a skimmer table.
Depending upon the desired end product, the clams are then either
fresh  packed  as  whole  clams, or chopped or minced for further
processing.

Three methods of further processing  of  the  minced  clams  were
observed:   chilling or freezing, canning, and cooking for juice.
Little waste is generated by the chilling or freezing or  canning
operations.  When the clam juice is evaporated, the waste load is
increased,  due  to  volatiles  being  entrained in the condenser
water.

Figure 54 illustrates the product and waste flow  for  a  typical
hand-shucked  surf  clam  process.   The  clams arrive by boat or
truck in wire cages holding about 32 bushels per cage.  The clams
are belted through a spray washer and into a hot  water  blancher
which partially opens the clams.  Residence time in the blancher,
which  operates  at  about  80°C   (176°F) is approximately twenty
seconds.  The clams are next belted to a shucking table where the
meat is removed manually by prying the shell open and scraping it
with a knife.  The meats are transported  by  bucket  to  a  reel
washer  where  sand is removed.  After the clams pass through the
washer, they are again put into buckets and taken to a debellying
and inspection table where the bellies and pieces  of  shell  and
other  extraneous  matter  that may be clinging to the clam meats
are removed by hand.  The clam bellies are stored in barrels  and
used for bait or animal food or simply discarded.  The clam meats
are  placed  into  a  jet  washer, as described previously, which
removes most of the remaining bits of sand and shell.   From  the
jet  washer  they  pass  onto  a table with perforations  (skimmer
                                   141

-------
                                                             PRODUCT FLOW
                                                             WASTEWATER  FLOW
                                                             WASTE SOLIDS FLOW
            SHELL
FOR      4ZZ  —
LANDFILL,
CONSTRUTION.OR
SHELLFISH SUBSTRATA
            BELLIES
TO SEWER, ^—
DUMPED.OR
USED FOR EEL BAIT
                                           SAND .ORGANICS .WATER
                                                                    EFFLUENT
  Figure  54.   Typical  hand-shucked  surf clam  process,
                                   142

-------
table)  which drains most of the water and  where  more  shell  is
manually removed.  From this table they pass into the second reel
washer for final cleaning.  The washed meat is then either fresh-
packed or frozen.

The processing of hard and soft clams is similar to a handshucked
oyster process.  The clam is shucked manually, washed and packed.
Hard  clams  have  a larger frozen shelf life than other clams so
they are usually frozen.  A few hard clams are  also  sold  fresh
for  chowder  and  some  are sold in the shell.  The soft clam is
usually  fresh-packed   and   shipped   elsewhere   for   further
processing.   Some  soft clams are also sold in the shell or used
as bait.

Some  conchs  are  harvested  along  with  clams  and  are  often
processed in the same plant.  In a typical operation, the meat is
manually  separated  from the shell and the viscera removed.  The
meat is then washed, chopped and canned.  Clam juice and salt  is
added  before  canning.   Conch shells in good condition are sold
for souvenirs.  The remaining shells  are  discarded,  like  clam
shells, in landfills or road construction,


Subcategorization Rationale

Although  there  is  a variety of clam processing operations, the
only factor which is considered to  affect  subcategorization  is
the degree of mechanization.

A  conventional  clam  process  is  defined as one where the unit
operations  are  performed  essentially  by  hand  and   with   a
relatively  low water flow.  A mechanized clam process is defined
as one where most of  the  unit  operations  are  mechanized  and
where,  consequently,  water  flow is relatively high.  Figure 55
summarizes  the   wastewater   characteristics   for   both   the
conventional  and  mechanized clam processes.  Plants represented
by codes HCLl, 2 and 3 are conventional hand-shucking operations,
while plants FCLl, 2, 3 and CC12 are mechanized operations.  Code
CCO1 represents a conch canning process, which  is  conducted  in
conjunction  with  a clam canning operation.  It can be seen that
the conventional hand-shucking operations contribute  much  lower
wastewater   flows  and  organic  loadings  than  the  mechanized
operations.

The data  from  the  three  conventional  plants  are  relatively
uniform; however, a greater range in the data from the mechanized
plants are evident.  The plant with code FCIi shucked but did not
debelly  the  clams,  resulting  in lower waste loads.  The plant
with code FCL3 was a highly mechanized plant with very high water
use due to considerable washing of the product.  Plant FCL3  also
steam  cooked  the clams to facilitate shucking and condensed the
clam juice, leading to  higher  waste  loads  due  to  evaporator
condensate.
                                143

-------
Figure 55.  CONVENTIONAL OR MECHANIZED CLAM PROCESS  PLOT.
6.
*
*
5,
,
•
*
•
•
<»*
.
*
*
,
*
3.
*
.
*
*
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2.
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*
1«
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,
0,,
• <










S
S
S
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S
S S
S P
S P
S P
S P
S P
S P
S P
S P
S
S

G


S B GP
aa B &P G
B GP Q G Q G
P QB G S P QB G
Q BS

HCLl HCL2 HCL3 FCL1
(1) (<»> III CM
SYMBOL PARAMETER
Q FLOW
B 5 DAY BOD
S SUSPENDED SOLIDS
G GREASE < OIL
P PRODUCTION
G
G
G
G
G
G
G
G
Q G
Q G
Q G
Q G
Q SG
QBSG
QBSG
BSG
BSG
BS
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B G
6 &
B G P
QB G
Q SG
S
S P
S P


FCL2 FCL3
<**} 15}


G
G
G
6
G
G
G
G
Q G
Q G
: Q G
G Q G
G Q
Q G Q
Q 6
Q G
Q G
Q G B
Q G S
8 G S
B S
BS S
S S
S P S
P S
P S

P

CCL2 CC01
171 13)
SCALING FACTOR
1 INCH *
1 INCH >*
1 INCH a
1 INCH s
1 INCH «
10000 L/KKG
10 KG/KKG
S KG/KKG
0.2 KG/KKG
10 TON/HR
                                  144

-------
All  the  conventional  clam  operations  were  included  in  one
subcategory; all the mechanized clam operations were included  in
another subcategory for the above reasons.

Table  3i»  summarizes  the waste parameters from the conventional
clam plants.  The large standard deviation  of  suspended  solids
was  caused  by the highly variable nature of the sand content in
the effluent, especially during washdown.

Table 35 summarizes the waste parameters from the mechanized clam
plants.  Plant FCL1 was not  included,  since  it  was  a  hybrid
operation  and  did  not include the debellying operation.  Plant
CCL2 was not included because it utilized a manual debelling unit
operation.

OYSTERS

The processing of oysters for fresh  or  frozen  meat  or  for  a
canned  product  was  considered  to  be . a  moderately important
segment of the seafood industry due to the large number of plants
engaged in this activity.  The industry  uses  both  conventional
and  mechanized  techniques,  which  result  in  a  wide range of
wastewater flows and organic loadings.  In addition, plant  sizes
vary widely.  Therefore, a total of lfl processing operations were
investigated  and  a  total  of 99 unit operation and end-of-pipe
composite samples of wastewater collected.


Process Description

The processing of  oysters  consists  of  two  basic  operations:
shucking  and  packing.   The  oyster process is less complicated
than the surf clam process, since oyster viscera are not removed.
Most plants produce fresh or frozen meat, while  some  produce  a
canned meat or canned stew.

Shucking  of  the  oyster  is accomplished using either manual or
mechanical  methods,  although   manual   operations   are   more
prevalent.   Mechanized  operations  are  generally  large, while
manual operations range from very small to moderately large.

Since more waste is generated in the mechanized operations, these
were investigated in some detail.  Figure 56  depicts  a  typical
mechanized  process,  referred to as the steamed or canned oyster
process,  as  observed  in  the  Middle  Atlantic  and  Northwest
regions.   Unfortunately,  the  oyster  canning  season  had  not
started in the Gulf before  the  end  of  the  sampling  program;
therefore,  no  operations  were  investigated  in  that  region.
However,  the  same  species  and  same  processing  methods  are
utilized in both the Gulf and Middle Atlantic regions.

The  oysters  arrive  at the plant in wire cages and are conveyed
into the plant as needed, to two sequential  drum  washers.   The
first  washer cleans the oyster shells, and removes broken shell.
                                  145

-------
                             Table 34

                          HAND-SHUCKED CLAM
                 PROCESS SUMMARY OF SELECTED PARAMETERS
PARAMETER
PRODUCTION*
(TON/HR)
TIME*
(HR/DAY)
FLOW*
(L/SEC)
(GAL/MIN)
FLOW RATIO**
(L/KKG)
(GAL/TON)
CMG/L)
(KG/KKG)
BJO-5**
(M6/L)
(KG/KKG)
GREASE AND OIL**
(MG/L)
(KG/KKG)
Pri*
MEAN
4.68
4.60
5.36
85.0
4S7Q.
1100.
2240,
10o2
1130.
5.14
31.7
6.145
6.99
LOG NORMAL
MEAN



8.427
6.998
7.716
2.327
7.026
1.638
3.457
-1.932

LOG NORMAL
STO DtV
ii64
2«01
2*06
32»7
0*618
0«618
0-749
0.749
0*321
0-321
0-579
0-579

99%
MAXIMUM



19300.
4620.
12900.
58.7
2380.
10.9
122.
0.558

PLANTS   HCLl   »HC|_2  tHO_3
*  THE OUTPUT  FOR THESE PARAMETERS
   ARE THE  NORMAL (UNWEIGHTED) MEAN
   AND STANDARD DEVIATION RESPECTIVELY

** THE OUTPUT  FOR THESE PARAMETERS
   ARE THE  LOG NORMAL (UNWEIGHTED) MEAN
   ANO STANDARD DEVIATION* RESPECTIVELY
                                 146

-------
                            Table 35

                          MECHANIZED CLAM
                PROCESS SJWARY OF SELECTED PARAMETERS
PARAMETER
PRODUCTION*
(T0N/HR)
TIME*
(HR/DAY)
MEAN
8.44
7.38
LOG NORMAL LOG NOHMAL
MEAN STO DtV
5.03
0«283
99%
MAXIMUM


TIME*
(HR/DAY)
FLOW»
(L/SEC)
(6AL/MIN)
FLOW RATIO**
(L/KKG)
(GAL/TON)
TSS**
(MG/L)
(KG/KKG)
BOD-5**
(MG/L)
(KG/KKG)
GREASE AND OIL**
(MG/L)
(KG/KKG)
PH*
7.38
67.4
1070.
19500.
4680.
325.
6.35
958.
18.7
23.6
0.461
6.79


9.880
8.451
5.784
1.849
6.865
2.929
3.163
-0.774

0*283
77.7
1230*
1.011
1.011
1.138
1-138
0*605
0-605
0.953
0.953



206000.
49400.
4610.
90.0
3920.
76.6
218.
4.25

PLANTS   FCL2   »FCL3
»  THE OUTPUT FOR  THESE PARAMETERS
   ARE THE NORMAL  (UNWEIGHTED) MEAN
   AND STANDARD  DEVIATION, RESPECTIVELY

** THE OUTPUT FOR  THESE PARAMETERS
   ARE THE LOG NORMAL (UNWEIGHTED) MEAN
   .AND STANDARD  DEVIATION* RESPECTIVELY
                              147

-------
                                                               PRODUCT FLOW

                                                               WASTEWATER  FUDW

                                                               WASTE SOLIDS FLOW
           SHELL
           SHELL
           SHELL
       II


       II
                                                   DIRT, DEBRIS,WATER
                                                   DIRT.OEBRIS,WATER
                                                   HOT WATER
WATER
                                                   BRINE
                                                   WATER
                                                   WATER
                                               SOLIDS
                                              DISPOSAL
  TO SHELL PILE
                                                                      EFFLUENT
Figure 56.      Typical  steamed  or  canned  oyster  process.
                                  148

-------
seaweed, and other matter.   The second  washer  has   a  different
pitch  and  serves  to  jar  the valves far enough apart to allow
steam to enter  during  the  cooking.    Loose  empty  shells  are
manually  removed  before  the  oysters  are  collected in retort
baskets.  The oysters are steamed in retorts under  pressure  and
the  resulting  oyster juice or broth piped to a holding tank and
later condensed.  After cooking, the meat is separated  from  the
shell manually or by brine flotation.   One mechanized method uses
a  specially  designed  drum  washer  called the "shucker".  This
serves to mechanically separate the meat from the  shell  as  the
drum  rotates.   Both  the  meat and the shell are collected in a
brine flotation tank where the buoyancy of the meats  allows  the
saturated  salt  solution  to  float  them  to  a blow tank which
agitates and adds water to the product.  The shells  sink  to  the
bottom of the brine tank, where a belt collects them and deposits
them outside the plant.  The meats go through a final drum washer
before  being  manually inspected.  The oyster meat at this point
may be fresh packed in large cans, together  with  the  condensed
broth,  or  canned  and  retorted.   Some oysters are also smoked
prior to packing in jars or tins.

Figure  57  shows  a  typical  conventional  hand-shucked  oyster
process  as  observed  on  both  the  East  and West Coasts.  The
oysters are shucked manually and usually fresh  packed,  although
some are breaded and some cooked for stew.  The oysters arrive at
the  plant  by  boat,  barge,  or truck and are conveyed into the
plant on a belt or in buckets.   The  shells  may  be  washed  to
remove  most  of  the  mud, and to facilitate shucking.  Shuckers
open the shells manually by forcing the valves apart and  cutting
the  adductor  muscle.  The meat is put into buckets, washed on a
skimmer table and placed in the blow  washer.   The  blow  washer
typically  holds  about  300  liters  (80 gal.) of water.  For the
first 5 to 15 minutes air is bubbled through the washer; for  the
following 20 to 50 minutes, overflow water is added to the tanks.
The  oysters  are dewatered on a skimmer table and then packed in
cans.  A few operations bread and freeze the oysters, which  adds
an additional waste load during washdown.

A  few plants sort out the broken oyster pieces and can them as a
stew.  This is a minor operation and occurs only  once  or  twice
per  week  depending  on  the  supply of pieces.  The oysters are
first cooked in large vats  for  about  30  minutes,  along  with
pieces  and  preservatives.  The meat is then rinsed and added to
the cans, along with milk and broth.  The can is then sealed  and
retorted.
Subcategorization Rationale

The  only  factors  which  were considered to affect subcategori-
zation of the oyster industry were the  degree  of  mechanization
and  geographic  location.   Figure  58 summarizes the wastewater
parameter  statistics  for  all  the  oyster  processes  sampled.
Plants  represented  by  codes  HSOl through HSO6 were East Coast
                               149

-------
        SHELL
TO SHELL PILE
      Figure  57.   Typical hand-shucked oyster process,
                                                                EFFLUENT
                             150

-------
58.    FRESH/FROZEN, sitAHto, OR CAN-ieo OYSTER PROCESS PLOT.
5
fc
3

2





1




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Q
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Q9 G
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0 S S P S P S
HS01 HS02 HSC3 HSO". HS05
(11 (31 {<•> (51 (?)


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in 19)



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SVHBOt. PARAMETER SCALING FACTOR
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8
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SUSPENDED SOLICS
GREASE AND OIL
PHOOUC fl ON
1 INCH *
t INCH B
1 INCH *
1 INCH *
S INCH *
50000 L/KKG
20 KG/KKG
SO KG/KKG
1 KG/KKG
0.5 TON/HR






-------
hand-shucked oyster operations; plants represented by codes  HSO8
through  HS11  were  west  Coast  hand-shucked oyster operations;
codes SOI and SO2 represent steamed oyster  processes;  Code  COl
represents  a  West Coast canned oyster operation; and CO2 a West
Coast canned oyster stew operation.  It should be noted that  the
production  is  expressed  in  terms of weight of the oyster meat
after shucking.  The reason for this is that the  measurement  of
final product in this case is much more accurate, due to variable
amounts of loose or empty shells coming into the plant.

It  was  noted  that  the waste loads from the steamed and canned
oyster processes were higher than  those  from  the  hand-shucked
fresh/frozen  operations.   Therefore,  it  was  decided that the
oyster industry be subcategorized into conventional  hand-shucked
oyster processes and the more mechanized steamed or canned oyster
processes.

Table 36 summarizes statistics from the steamed and canned oyster
plants  sampled, SOI and SO2, and historical data from plant SOV.
Plant SO3 was deleted from the subcategory  average  because  the
raw  material  was prewashed before entering the plant.  The data
from plant SOV represents a steamed/canned oyster process in  the
Gulf Coast area.  It was assumed that the waste loads per unit of
production were independent of plant size.

It  also  appears  that the waste loads from the West Coast hand-
shucked oyster processes were somewhat higher than those from the
East Coast processes.  This probably was due to the fact that the
West Coast oyster is larger and tends to "break up" easier during
handling.  Therefore, the hand-shucked oysters were divided  into
two  subcategories : West Coast hand- shucked oyster processing and
East and Gulf Coast hand-shucked oyster processing.

Table 37 summarizes  statistics  from  the  Pacific  hand-shucked
oyster  plants  sampled.  Table 38 summarizes statistics from the
East Coast hand-shucked  oyster  plants  sampled.   However  flow
ratio  data  from  plants  HS01  and HS06 were omitted because of
excessive overflows from the oyster blow tanks.  It  was  assumed
that  the  waste loads per unit of production were independent of
plant size, because there is no apparent  relationship  or  trend
relating  flow  ratios,  TSS ratios, or BOD5 ratios to production
levels (See Figures 59 through
Since the size range of the hand-shucked oyster industry is quite
large, it was  divided  into  three  parts  for  the  purpose  of
determining treatment costs.  Based on investigations made in the
field  the  large and medium- size ranges were divided at 300 tons
of finished product per year, and the medium and small ranges  at
150 tons of finished product per year.


SCALLOPS
                                  152

-------
                            Table 36

                        STEAMED/CANNED OYSTER
                PROCESS SUMMARY OF SELECTED PARAMETERS
   PARAMETER
                    NEAN
        LOG NORMAL  LOG NORMAL       99%
           MEAN      STD DtV       MAXIMUM
PRODUCTION*
  (TON/HR)

TINE*
  (HR/DAY)

FLOW*
  (L/SEC)
  (GAL/MIN)
 0.712


10.7


13.3
                                              0.392

                                              t
                                              5.17
                                              2.45
                                             38.8
FLOW RATIO**
(L/KKG)
(GAL/TON)
TSS**
(MG/L)
(KG/KKG)
BOD-S**
(MG/L)
(KG/KKG)
GREASE AND OlL*«
(MG/L) •"
(KG/KKG)
PH* • •
98200.
23500.
1580.
155.
624.
61.2
15.1
1*48
7.12
11.495
10 » 066
7»364
5.044
6. 435
4«115
2.715
0.395

0-476
0*476
0*234
0*234
0*887
0-887
0*180
0*180
•
298000.
71400.
2720.
267.
4930 .
484.
23.0
2.26

PLANTS   501
                *S02
   »SOV
*  THE OUTPUT FOR THESE  PARAMETERS
   AR£ THE NORMAL  (UNWEIGHTED)  MEAN
   ANO STANDARD DEvIATIONt  RESPECTIVELY

»* THE OUTPUT FOR Tt-ESE  PARAMETERS
   ARE THE LOG NORMAL  (UNWEIGHTED) MEAN
       STANDARD DEvIATIONt  RESPECTIVELY
                            153

-------
                                 Table 37

                        *I5T CCAST  MNC  SHUCKtJ CVSTCftS
                                ffcCCESi  S
                             CF SfLtCHO

PRODUCTION ITON/H4I*
Tiff IM*/OA»»«
FLOW IL/SECt*
FLOW «*TIO (L/KK&I
TSS I1G/LI
(KG/KKGI
BOO-S MG/4.1
CKG/KKGI
GKEASE AND OIL <«G'U
PH»
«tA«
I.17«
r.ot
l.t-9
2C.9
f*SOO
IS30I
621
I*.?
*«:•
20. t
1.S5
6.C2
LOG NC«MAi. CCG NOKWAL
<(€AN STO OEV
».t«*
; t.S*
1.8*
16.6
it. 9 e.oir
••%« o.icr
«**S 0.019
l.fl 0.0ft
3.1? 0.010
3.3* 0.016
«.*»U 0.816
0.1*5
.*'-"o.
!


16100
11*80
3t.«
. **0
30.5
1.69

PLANTS HS09,hSOS,HSl9.HSll
• NOTet  TH£  OUTPUTS
                          THESE      	
          - ..  ..-..  ..«„,_,. (UMMCIGl'TCCI »£AN
          AND  STANCASU CfVIATICN, RiSFtCTIWftV
                                     154

-------
                                 Table 38


                   LAST AND GULF CCAST  hANC  SHUCKcC  OYSTERS
                               PROCESS  SUMMARY
                            OF SELECTED PARAMTERS
PARAMETER
PRODUCTION (TON/HR)'
TIME CHR/9AY)"
FLOW IL/SEO*
(GAL/MIM*
FLOW RATIO IL/KKGI
(GAL/TCM
TSS CMG/L)
JKG/KKG)
800-5 CHG/L)
(KG/KKG)
GREASE AND OIL 
-------
     60
     50
     40
 o
 o
 o
  8
     30
     20
     10
                   0.5         1.0         1.5


                         Production kkg/day
2.0
             Figure 59

West Coast oyster flow ratios versus

          production level
                        156

-------
2
O>
o
CO
    30
    25
    20
    15
    10
                    t	1	1

                  0.5         1.0          1.5

                          Production  kkg/day
2.0
             Figure  60
    West  Coast  oyster BODS ratios
       versus production  Tevel
                  157

-------
Cn


-a
«r-

"o
  •o
  O)
  -o

  O)
  a.
  IS
  •M
  O
       50
       40
       30
       20
       10
                     0.5          1.0         1.5

                             Production kkg/day
                                                        2.0
                Figure 61
West Coast oyster  total  suspended solids ratios
     versus production level
                   158

-------
    40
    30
 o
 o
•o
 os
I
sr
8.5
                                           1.5
m*Jt



 2.5
                      Figure ft


               versus

-------
   30
   25
   20
in
o
o
SO
    IS
    10
        0
0.5
1.0
1.5
                             Production kkg/day
                    Figure 63
           East Coast oyster BODS ratios
              versus production Tevel
2.0
2.5
                            160

-------
   25  r-
   20
 rat
T5
O
C/7


"S
"O
c
(U
Q.
   10
10
+->
O
                 0.5
 1.0  ,      1.5.-


.Production kkg/day
2.0
2.5
           '..... .Figure 64
   East Coast  oyster total suspended solids
       ratios  versus production level
                        161

-------
The  processing  of  scallops was considered to be less important
than clam and oyster processing, since the waste loads were lower
and fewer plants were in operation.  A.  total  of  three  Alaskan
scallop  processing  operations  were  investigated  and  13 unit
operation  and  end-of-pipe  composite  samples   of   wastewater
collected.   The processing methods used for bay, sea and Alaskan
scallops are similar.  The  calico  scallop  is  processed  in  a
different manner from the others; unfortunately, the 1973 harvest
of calico scallops was very poor and no operations were observed.


Process Description

The  bay, sea and Alaskan scallops are processed for the fresh or
frozen market.  The scallops are hand-shucked  at  sea  to  avoid
deterioration  and  the  meat is iced and brought to the plant in
bags.  Figure 65 shows the flow diagram  for  a  typical  scallop
process.  After receiving the bagged scallops, the processors re-
ice and ship them to other processors or freeze them immediately.
In  the  plants investigated the scallops were either frozen in a
package or individually quick frozen (IQF) .  The former  involved
a prewash in a five to seven percent salt brine.  In plants using
a  fresh-water  wash,  a continuous flow was observed.  The brine
tank wash is merely a holding tank,.with no flow, except for make-
up water and a complete recharge of the tank every eight hours or
so.  From  the  wash  tank,  the  scallop  meats  are  belted  to
inspection   belts  where  debris  and  extraneous  material  are
removed.  After inspection, the scallops  are  put  into  plastic
bags,  weighed,  boxed,  and  frozen  in  plate  freezers.  After
freezing,  the  boxes  are  placed  into  cartons  and  held  for
shipment.   The  IQF-  process  is  identical  except  that  after
washing, the scallop meats are placed on a stainless  steel  mesh
belt  and  conveyed  into  a  blast  freezer tunnel.  After rapid
freezing, the scallops are packaged and weighed, then  packed  in
cartons  for  storage.   In  some plants, the larger scallops are
first cut into smaller  pieces  before  being  frozen.   A  small
percentage of the scallops is processed for the fresh market, but
the vast majority is frozen in one form or another.

The  calico  scallop  production  began  to become significant in
about 1967, with the  development  of  patented  machinery  which
shucks  and eviscerates the scallops automatically.  In the past,
the machinery was sometimes installed on the dredging vessel  and
the  shucking  operation  done at sea;  however, the processes are
now all land based.  The typical  unit  operations  used  are  as
follows  (16).  The scallops are piled on the dredge and unloaded
via conveyor belt to the plant.  The live scallops are  separated
from the loose shells by a shucker and conveyed through a heating
tunnel.   The  heat  opens  the  scallop and loosens the adductor
muscle and visceral mass  from  the  shell.   The  meat  is  then
separated  from  the  shell  using a shucker and brine flotation.
The meat then  passes  through  a  grinder-roller  which  removes
remaining  viscera  and  is then washed, sorted, and packed.  The
                                 162

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                                                     PRODUCT FLOW
                                             -—  	  WASTEWATER FLOW



                                             __      WASTE SOLIDS FLOW
                         WATER, DE8RIS
                         WATER, MEAT
                         DEBRIS
                                            6FFLUENT
Figure 65•  Typical  scallop process.




                 163

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yield is quite variable, with the average being about  eight  Ibs
of meat from two bushels of shell stock.
Subcategorization Rationale

The  only  factor  which  was  considered  to  influence subcate-
gorization of the scallop industry  (excluding  calico  scallops)
was  geographic  location,  since  the  processing operations are
essentially the same.  It  was  determined  that  the  processing
operations  in  Alaska  be separated from those outside of Alaska
because of the greater costs.  Figure 66 shows a summary plot  of
the  wastewater  characteristics  of  two  scallop  processes  in
Alaska.  It was noted that the flows and waste loads  were  mini-
mal.   Table  39  shows  the  average  values  of  the wastewater
parameters for the two plants.  There are no data for  non-Alaska
operations,  since  the  two  Alaska  plants  were  the only ones
sampled.  Other plants  were  observed  in  the  Middle  Atlantic
region  using  essentially the same process; therefore, it should
be a good assumption that the waste loads would be similar.

ABALONE

The  processing  of  abalone  was  considered  to  be  relatively
unimportant  from a wastewater control viewpoint, since the flows
and waste loads are small and because there  are  relatively  few
plants.   A  total  of three plants were investigated and 19 unit
operation and end-of-pipe wastewater samples collected,


ProcessDescription          •                         .

Figure 67 shows the flow diagram for a typical  abalone  process.
The  abalone  are  received  at  the  plants  in  lots segregated
according to species and the diver  who  harvested  them.   After
unloading,  the  animal is removed from its shell with the aid of
an iron bar known as a "punch out" bar.   The  visceral  mass  is
separated  from  the  large  foot muscle which is then put into a
washer.   Several  types  of  mechanical  washers  are  in   use,
including  a  rotating  drum  type.   The  washwater is often re-
circulated and dumped at set time intervals.  After washing,  the
mouth  and  head  sections  are cut away and the foot muscles are
arranged on a large sorting table and allowed  to  rest.   Before
further processing can be accomplished the muscle must sit for an
hour  or  more to relax.  If the muscle is trimmed too soon after
shucking, it still  retains  a  degree  of  excitability  and  is
difficult to handle.

Trimming  follows  the  rest phase and is necessary to remove the
pigmented epithial lining of the muscle prior  to  slicing.   The
mantel,  the  shell  forming  organ, is sliced off first, usually
with a mechanical slicer of,  the  type  commonly  used  to  slice
meats.   Next,  the epidodium, the pad covering the bottom of the
muscle, is sliced off with a mechanical slicer, and passed  to  a
                                 164

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Figure 66.  M.ASKAH SCKLUOV Pwxmss

























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Q
8
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QB GP •< •••:•
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(6) III
PARAMETER SCALING FACTOR
FLOW i INCH * 5800 L/KKG
5 DAY BOO 1 INCH at!" KS/KK6
SUSPENDED SOLIDS: • , i 1 INCH * fl,,5 KG/KKG
GREASE < OIL 1 INCH = 0.1 KG/KKG
PRODUCTION 1-INCH s 8*5 TON/HR
                      165

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                                  38
                               SCALLOP
                 PROCESS SUMMARY OF SELECTED PARAMETERS
PARAMETER
PRODUCTION*
(TON/HR)
TIME*
(HR/DAY)
MEAN
1.26
8.63
LOG NORMAL LOG NORMAL
MEAN STO DtV
0*304
4.05
99%
MAXIMUM


FLOW*
  (L/SEG)
  (GAL/MIN)
                      2.55
                     <*0.5
PLANTS   SP1    *SP2
*  THE OUTPUT FOR  TNE$£ PARAMETERS
   ARE THE NORMAL  (UNWEIGHTED}  MEAN
   AND STANDARD DEVIATION,  RESPECTIVELY

*» THE OUTPUT FOR  THESE PARAMETERS
   ARC THE LOG NORMAL (UNWEIGHTED) MEAN
   AND STANDARD DEVIATION,  RESPECTIVELY
 3*48
55.2
FLOW RATIO**
1L/KK6)
(GAL/TON)
TSS*»
4MG/L)
(KG/KKG)
iOD-5*»
(MG/L)
(KG/KKG)
GREASE AND OIL**
(MG/L)
(KG/KKG)
pH»
515*
325.
0.697
1460.
3.13
20.1
0.043
6.66
7.672
6.243
5.783
-0.360
7.296
1.142
3.003
^3.140

2*615
2*615
0.923
0*923
0*200
0*200
2*221
2*221

951000.
228000.
2790.
6.00
2330.
5.00
3560,
7.64

                          166

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                                                                 PRODUCT FLOW



                                                                 WASTCWATER FLOW



                                                                 WASTE SOLIDS FLOW
                                          SAND,KELP
                                          VISCERAL PARTICIPATES. SSiffl, 3UME. KELP
TO SOLIDS DISPOSAL.
                  Figure 67       Typical  abalone  process,
                                         167

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number  of workers who complete the trimming manually.  This last
step, known as "up-trimming," is necessary to remove the  fascia,
a  dark  pigmented  lining  of  the  muscle.   The  trimmings are
collected to be canned or made into breaded abalone patties.  The
abalone is then sliced  and  tenderized  by  pounding.   Although
attempts   have   been   made  to  automate  the  last  step,  no
satisfactory substitute has been found  to  replace  the  job  of
manually pounding the steaks.  The steaks are then packaged to be
sold fresh or frozen.  Some steaks are breaded prior to freezing.

Subcatecrorization Rationale

Since the abalone process is a relatively small industry which is
located in one geographical area, it was determined to constitute
one  subcategory.   The  abalone  process  plot of selected waste
parameters is shown in Figure 68.  The summary statistics for the
three abalone processes sampled are shown in Table 40.
                                168

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Figure 68.   ABALONE  Process  Plot
*
•
*
•
*
• •
*
*
•
*
*
• «
*
*
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. t
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3
3
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(•*) (1)
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QBS
Q8S
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QB G
06 G
G
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(3)
SCALING FAC
1 INCH = tjuuii
1 INCH = 10
1 INCH = &
1 INCH = 1
1 INCH = 0.2
























TCR
L/KK&
KG/KKG
KG/KKG
KG/KKb
TON/hR
                          169

-------
                            Table 40

                              ABALONE
                PROCESS SUMMARY OF SELECTED
PARAMETER
PRODUCTION*
(T.ON/HR)
TIME*
(HR/DAY)
FLOW*
(L/SEC)
(GAL/MIN)
FLOW RATIO**
CL/KKG)
(GAL/TON)
TSS**
(MG/L)
(KG/KK6)
BOD-5**
(MG/L)
(KG/KKG)
6«£ASE AND OIL**
(MG/L)
(KG/KKG)
Pri*
HEAN
0*062
3.2i
0.542
8.59
39300.
9410.
282.
11.1
490*
19,3
28.3
1.11
7.11
LOG NORMAL
MEAN



10.57f
9.150
5.641
2.404
6.19S
2.958
3.343
0.106

LOG NORMAL
STD DEV
0*015
1.71= •
0*091
1.44
0.385 <
0*385 i
0*381
0*381
0*431
.0*431
0*291
0*291

' 99%
HAKIMUM



?63@0.
§31®.©,.
684*
.26.9
134H*
§2,6
55»8
2,19

PLANTS   AB1
• AB2
>AB3
*  THE OUTPUT FOR THESE  PARAMETERS
   ARE THE NORMAL  (UNWEIGHTED)  MEAN
   AND STANDARD DEVIATION.  RESPECTIVELY

** THE OUTPUT FOR THESE  PARAMETERS
   ARE THE LOG NORMAL (UNWEIGHTED) MEAN
   AND STANDARD DEVIATION.  RESPECTIVELY
                          170

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                            SECTION V
                     WASTE CHARACTERIZATION
                          INTRODUCTION

A major effort in the Seafood Effluent Limitations Study involved
field investigation of the wastewater emanating  from  processing
plants  in  each  segment  of  the  industry.  This was necessary
because the most recent previous study concluded that very little
knowledge of the character and volume  of  canned  and  preserved
seafood processing wastewater was available (24) .

The  industry was characterized as follows:  first, a preliminary
segmentation, as described in Section IV, was conducted  and  the
relative  importance  of  these  segments  estimated;  second,  a
representative number of plants in each segment was sampled;  and
third,  the  results  of  the  field work were analyzed and final
subcategories  established.   The  data   from   typical   plants
belonging  to  each  subcategory  were then averaged to obtain an
estimate of  the  characteristics  of  that  subcategory.   These
estimates are referred to as the typical raw waste loads.

This  section presents the results of the data analysis which was
performed on the wastewater information  collected  and  used  to
help establish the subcategories as discussed in Section IV.  The
results  are  organized  by  commodity  or  process,  in the same
sequence as Section IV.  A brief introduction  to  each  type  of
process  provides  background  information on when and where that
segment of 'the  industry  was  monitored,  and  special  sampling
technigjues,  if  any, which were required.  The water and product
material balancfes  are  discussed  to  indicate  the  sources  of
wastewater  and  the  disposition  of raw product to food and by-
product and waste for typical operations.  The raw waste loadings
are discussed with special emphasis on major  sources  of  water,
BOD, and suspended solid within the plant as well as end-of-pipe.


Sampling Procedures

Based on previous experience in examining wastes from the seafood
processing  industries,  the  parameters  considered  to  be most
important from the standpoint of waste control and treatment  and
which  could  be  obtained  within  the alloted time and economic
constraints were:   flow,  settleable  solids,  screened  solids,
suspended  solids,  5-day  BOD,  COD,  grease  and  oil,  organic
nitrogen, ammonia, pH, raw product input rate, and food  and  by-
product recovery.

The   field  crews  were  instructed  to  increase  the  sampling
frequency at point sources where the variation of the waste  load
appeared  to  be greater.  Estimates of the daily fluctuations in
the process were used to determine the duration of  the  sampling


                                171

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program  at  the  plant.   An  attempt  was  made to increase the
duration at plants which showed higher variability  from  day  to
day   in  order  to  obtain  estimates  with  similar  confidence
intervals.

Depending on the effluent discharge system,  plant  sampling  was
accomplished  several  ways.   For  plants  with  a  single point
source, a time flow-proportioned composite sample was taken  over
the  processing period each day by prpportioning according to the
previous flows.  In cases where the effluent was discharged  from
more  than  one point source, the individual discharge flows were
spatially composited on a flow  proportioned  basis  to  yield  a
total-effluent  sample.   These  total-effluent samples were then
time composited over the processing period.  Some situations were
difficult to composite, such as, when two or more unit operations
made up a process, and were carried on at different  times  of  a
processing day.  These point sources were then sampled separately
and  combined  mathematically.  The objective in all cases was to
make the final  composite  sample  representative  of  the  total
wastewater  effluent  discharged  from  the plant for that day of
production.

Since  flow-proportioning  was  a  vital  step  in  the  sampling
process,  measurement of effluent flow rates were critical to the
representativeness of  the ^ samples.,   several  methods  of  flow
measurement  were  used  by  the field crews and are discussed in
Section VI.  Also, since  flow  rates  together  with  production
rates  were the foundation upon which the waste load calculations
are based, several flow measuring techniques were often  used  in
conjunction  to check accuracy.  Production rates were determined
from the total volume of raw product processed during the day and
the length of the processing interval'.   -After  determination  of
the  flow  rates, the effluent samples were taken.  Every attempt
was made to obtain a well  mixed  representative • sample  of  the
effluent  being  discharged at the,time of sampling.  The correct1
volume of effluent was taken from thje effluent stream at or  near
'the  point of discharge a.nd the temperature measured immediately.
The sample was then added to the sampling  container,  which  was
stored in a cool place throughout thje day at the plant.


After  preliminary  field  analyses for settleable solids and pH,
four one-liter samples were prepared as follows:  one sample  was
acidified  to  a  pH of less than 2.0 and held at 4°C (40°F), one
sample was preserved with MO ppm of mercuric chloride  and  held
at  4°C  (40°P),  and  two  samples  were frozen with no chemical
additions.  When sufficient  samples  were  obtained  to  make  a
shipment,  the two chemically preserved refrigerated samples, one
of the frozen samples, and the plastic bag containing the  solids
from  the screen from each composite sample taken, were packed in
styrofoam shipping cartons and  air-freighted  to  an L analytical
laboratory  in  Portland,  Oregpn  where  the  remainder  of  the
parameters were measured.  The seconcl frozen ;sample was  retained
in  storage  locally for use in case of a lost shipment.  Section
                              172

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VI of this report explains in  more  detail  how  the  wastewater
parameters were measured and the"precisions involved.


DataRedaction                     '    ,   •;'

Several  computer" programs,  which  proved  to be very efficient
tools for analyzing and presenting  characterization  data,  were
developed,   "     - -'•  '  '    •    _         •      .,.;-:'.'". '   • •

The  first  program,  designated  PIAKT&V1, was used to calculate
arithmetic estimates of time averages,  standard  deviation,  and
observed  minimums  and  maximums  of  wastewater parameters from
individual plants.  The  input  is  arranged  by  the  dates  the
samples  were  collected  and  the  points where the samples were
collected.  Sample points were  grouped  together  if  they  were
considered   to   be   correlated,   and  grouped  separately  if
uneorrelated. -'The data from sample,.points which were  considered'
to  be  correlated were composited'., by. .adding the waste loads from
each point for each'day "to obtain "daily., estimates  of  the  total
load  from  these  points.   The  data  must be present from each
sample point on the same days in order to  perform  a  correlated
calculation.   The  waste  load  for sample points where data was
collected infrequently  (such as washdown) was  considered  to  be
independent  of  waste  load from other points.  The average load
from each of the independent points was computed • over  all  days
and  then  added  to 'the ...daily.average from the other points to
determine the overall average.  A plant code corresponding to the
type of process and the name of the plant from where the  samples
were taken was assigned to.the _output- from the; program to prevent
data from being related, to ,-a particular-.plant.' .-

ftn  option to the PI&HTAVE program was OTITOP.  The UNITQP option
calculated the loads from each sample  point  together  with  the
percent  that  the point contributed to the total effluent.  This
information was used to develop the wastewater  material  balance
tables  presented  in this section and was very useful in helping
to determine where in-plant controls would be the most effective.

The  next  program,  designated  PRQSPLOT,  was  used   to   plot
arithmetic  averages  and  standard  deviations for five selected
parameters for up to 17 processing operations.  This allowed  the
data  from  selected  plants  to  be  visually integrated to help
determine  if  they  were  similar  enough  to  include  in   one
subcategory.   The  codes  for each of the plants plotted and the
number of samples used to develop the information  are  shown  on
the horizontal axis below their respective characterization data.
The  five  parameters  plotted are:  flow, BOD, suspended solids,
grease and oil, and the production rate.  The vertical  scale  is
in inches with the scaling factor given at the bottom of the plot
for  each parameter.  This plot allows the relative values of the
plant parameters  to  be  easily  compared.   The  mean  of  each
parameter  is at the center of the vertical spread.  The vertical
spread represents one standard  deviation  above  and  below  the
                               173

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mean,  hence, the wider the vertical,.spread the more variable the
data.  These plots were used in Section IV to help determine  how
the  industry should be subcategorized and which plants should be
used to compute the average raw waste loads for each subcategory.

Once a decision was made on subcategorization, the data from  the
selected  plants in the subcategory were used by the next program
to compute and tabularize estimates of spatial averages  (average
of  the plant means) utilizing a log-normal transform, log-normal
means, log-normal standard  deviations,  and  maximums  for  each
selected  summary  parameter.   The plants used to determine each
spatial average are indicated by a code list at the bottom of the
table.
FISH MEAL PROCESS WASTEWATER CHARACTERISTICS

The  wastewater  characterization  data  from   the   fish   meal
production  industry  is  organized  into  those  facilities with
solubles plants and those without solubles plants, because of the
different sampling techniques and waste loads involved.


Fish Meal Production withSolubles Plant

Five fish meal processes with solubles plants were sampled on the
East, Gulf, and California Coasts.  In addition, historical  data
taken  in  1972 was available from two plants in the mid-Atlantic
region (25).  The field  crews  sampled  the  East  'Coast  plants
during  August  and  September  of 1973 which was near, or at the
period of peak  production.   The  1972  data  was  taken  during
November  which was past the period of peak production.  The data
from the Gulf and California was collected during October of 1973
when catches were intermittent  and  production  was  lower  than
normal.

Since  the solubles p^ant produces the majority of the wastewater
discharge, the sampling was centered around this  aspect  of  the
plant's  operation.   As described in Section IV, the stickwater,
washwater, and bailwater generated in  the  pressing  and  drying
operations  are  held in storage tanks to await processing by the
solubles plant.  As a result, the solubles plant operates out  of
time  phase  with  the  rest  of the plant.  Figure 69 presents a
typical time sequence of activities showing periods during  which
fish  were  being  pressed  and  dried,  periods of corresponding
solubles plant operation and the  periods  during  which  samples
were taken by the fiej,d crew at a plant in the mid-Atlantic.  The
vertical  axis presents activity (meal production, solubles plant
operation, or sampling! i-n ar» on-off fashion, without showing the
magnitudes.  The figure shows that the pressing and drying  oper-
ations  for meal at this plant took place during the first six to
12 hours of a 21 hour period, with the solubles  plant  operation
extending  over 30 to «*Q hour periods, depending on the volume of
fish processed and the capacity of the solubles plant.   Sampling
                             174

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•si
en
                    FISH PRESSING AND DRYING  OPERATION
             ON  _
             OFF
                                              SAMPLING PERIOD
                    SOLUBLES OPERATION
             OFF
                                        2              34



                                                  TIME     (DAYSJ
                     Figure 69.    Fish meal process  time  sequence of activities,

-------
occurred  at.  various times during solubles plant operation.  The
basic assumption made was  that  the  bailwater,  washwater,  and
stickwater  processed by the solubles plant during a given period
resulted from the volume of fish processed just previous  to  the
solubles plant operation under consideration.  The amount of fish
processed  was  then  equally distributed over the solubles plant
operation period which followed allowing the waste  loads  to  be
properly proportioned to the production levels.  As a result, the
wastewater   summary   tables  show  long  processing  times  and
relatively low production rates.  It should be noted  that  these
are  in  terms  of solubles plant operation and not fish pressing
and drying time.  For cases where bailwater was being discharged,
the flow rate was determined by  averaging  over  the  period  of
solubles  plant  operation  so  that the two waste loads could be
added properly.


Wastewater material balance

Table 11 shows the wastewater balance  summary  for  plants  with
only evaporator and air scrubber discharges (M3, A2) and Table 12
shows  the  wastewater  balance  for  plants  with evaporator and
bailwater discharges  (M2H, M3H).  It can be seen that the largest
flows by far  are  from  the  evaporator.   Bailwater  flows  are
relatively  small  but  contain  substantial  waste  loads.   Air
scrubbers can contribute a  relatively  large  flow  and  contain
about the same concentration of wastes as the evaporators.

To  determine  how  much  of  the  waste load from the evaporator
originates in the process and how much is caused by poor  quality
surface  water,  the  evaporator intake, as well as the discharge
was sampled at four plants with the results plotted on Figure 70.
The plant codes with the suffix "I" correspond to data  from  the
intake's.   The  figure  shows  that while most of the BOD load is
caused by the evaporator process, very little suspended solids or
grease and oil was added.  Tables 13 through 46  contain the plant
temporal data utilized for the subcategory summary.  By examining
the plant averages for the intake and discharge water  of  plants
M2,  M3,  M5  and  A2,  it  can  be  determined  that  the intake
contributes an average of only eight percent of the BOD,  but  52
percent  of the suspended solids and 78 percent of the grease and
oil

The waste levels from  plants  discharging  bailwater  are  about
three  to  five  times  higher  than  from  those evaporating the
bailwater.

The bailwater  waste  load  concentrations  are  very  high  with
suspended  solids and BOD exceeding 20,000 mg/1.  The waste loads
are also high since the production rates are very  high  at  fish
meal plants.


Product material balance
                              176

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        Table 41.  Wish meal production with solubles plant ma\ ^rial balance

                       Wastewater Material Balance Summary
Unit Operation

a) evaporator
b) air scrubber
Total effluent average
M3, &2
                   ',  of Total
                      Flow

                    80 -  85%
                    15 -  20%
<>  of  Total
   BOD

60 - 85%
15 - 40%
                  •51,000 1/kkg     3.7 kg/kkg


        Product Material Balance Summary
                       End Products

                       Products
                        a) oil
                        b) meal

                       By-products
                        a) solubles

                       Wastes
                        a) water
                         % of Raw Product
                              6-8%
                             20 - 21%
                                  15%
 % of Total
Susp. Solids

 60 -  90%
 10 -  40%
                 1.6  kg/kkg
                             56 - 59%

Average Production Rate, 540 kkg/day (600 tons/day)

-------
                    Table 42.   Fish meal  production with bailwater material balance

                                Wastewater  Material Balance  Summary


                                             %  of  Total       %  of  Total        %  of Total
           Unit Operation               .         Flow            BOD           Susp.  Solids

           a)  evaporator                         >99%         17 - 48%           12  - 36%
           b)  bailwater                            
-------
Figure  70.  Fish Meal Process Plant  (with  solubles  plant)
            Intake an-' Plscharge
6.
t
*
*
S.
.
*
*
. F
*
.
.
3.
.
t
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*
.
2.
*
0
. Q
. C
. Q S
i. o s
SYH8CL
Q
a
S
G
P


P




8
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BS
63
OS
as
BS
es
Q6SG
cesG
Q8SG
08SG
09 G
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E '



M2
(5)












Q
C
S Q
3GF C
SG
SG
SG
c
S
8
B
B


M3I
(5»
PARAMETER
6
8
p
8
e
es
BS
es
•' »W
BS
SS
8SG
esc
asG
8SG
SS6
8SGP
SG
SG
SG
SG
S
S *
S
5


f*3
<<*>


- e
B
e
e e
e c
B C
8
B
SG
SG
SG
SG
S6
SG
S
S
0 Q SG
C G G SG
G SG
SGP SGF
S SG B
e se

M5I H5 A2I
(9) (S) (<*>
e
B
e
B
B
B
es
BS
as
GBSG
Q SG
SG
SG
SG
G
G


P P
P P





A2
(<*)
SCALING FACTCfi
FLOW
5 C
AY 800
SUSPENDED SO
GRE
ASfc < OIL

LIOS

PRODUCTION
i INCH = 20000
1 INCH = 1
1 INCH = 0.5
1 INCH = 0.5
1 INCH = 20
L/KKG
KG/KKG
KG/KKG
KG/KKG
TCN/HR
                     179

-------
              Table 43 . MENHADEN REDUCTION PROCESS
                               (DISCHARGE)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DA.Y
PLOW I/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
MEAN
73.3
22.2
415
6600
22500
5400
STD DEV
—
—
131
2080
7110
1700
MINIMUM
— —
20.0
235
3730
12800
3060
MAXIMUM
__
24.0
559
8870
30300
7260
SETT. SOLIDS ML/L
RATIO L/KKG

SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C


39.0
0.879
75.3
1.70
147
3.30
23.6
0.532
5.46
0.123
8.36
0.188
7.75
42.6


17.3
0.389
49.9
1.12
59.2
1.33
9.33
0.210
2.55
0.057
3.90
0.088
0.320
1.45


23.8
0.536
27.7
0.625
84.1
1 .89
14.9
0.336
3.20
0.072
4.17
0 .094
7.30
41.1
PLANT M2
5 SAMPLES
60.5
1.36
138
3.10
210
4.72
35.0
0.787
8.47
0.191
13.9
0.313
8.75
44.4


                            180

-------
              Table 44 .  MENHADEN REDUCTION PROCESS
                               (DISCHARGE)
                           (NO SCRUBBER WATER)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
PLOW L/S1C
(GAL/MIN)
PLOW RATIO L/KKG
(GAL/TON)
MIAN
32.0
23.2
282
4470
35000
8390
STD DEV
«,—
»-
4,02
63.8
500
120
MINIMUM
__
—
278
4420
34600
8300
MAXIMUM
—_
—
287
4560
35700
8560
SETT. SOLIDS ML/L
RATIO L/KKG

SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DBG C

28.0
0.981
88.1
3.09
196
6.86
25.0
0.876
4.20
0,147
2.32
0.081
6.20
39.7

22.7
0.794
41.8
1.46
83.9
2.94
10.4
0.366
3.74
0.131
0.803
0.028
0.228
0.321

15.9
0.555
26.8
0.937
86.7
3.04
13.8
0.485
2.24
0.079
1.78
0.062
5.90
39.4
PLANT
62.0
2.17
121
4.22
286
10.0
39.0
1.37
9.80
0.343
3.50
0.123
6.60
40.0
M3
4 SAMPLES
                          181

-------
Table 45 •  MENHADEN REDUCTION PROCESS
                  (DISCHARGE)
PARAMETER
PRODUCTION TON/RR
PROCESS TIME HR/DAY
FLOW I/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/ 1.
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOB MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-K MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
9.23
18.3
40.3
640
17400
4160
8.18
142
__
22.0
0.382
178
3.08
303
5.26
19.8
0.343
2.99
0.052
1 .33
0.023
4.33
47.0
STD DEV
0.044
— ,
4.84
76.8
2040
489
19.5
338
—
17.5
0.304
31 .1
0.540
56.6
0.982
8.54
0.148
2.73
0.047
0.582
0.010
0.181
2.49
MINIMUM
9.15
14.0
36.1
573
15600
3730
0.276
4.78
— —
11.9
0.207
126
2.18
205
3.56
12.6
0.218
1.26
0.022
0.415
0.007
4.11
43.3
MAXIMUM
9.26
24.0
50.1
796
21500
5150
56.3
978
-.-
67.9
1.18
219
3.81
385
6.69
39.5
0.686
9.53
0.165
2.53
0.044
9.93
51.1
PLANT M5
9 SAMPLES
             182

-------
              Table  **>.  ARCHCVY
                                (DISCHARGE)
PARAMETER
PRODUCTION TOW/®
Bl/DAY
FLOW L/SBC
(GAL/MIN)
FLOW RATIO L/KK6
(GAL/TeK)
MSJW STO DW MX
19,© 1.13
24.0 —
231 SS48 2
3670 87.1 3S
484OO 6O3 ' 471
116CO 145 114
serf, SOLIDS m,/L
RATIO L/KKQ
   C
RATIO KO/KK0

SUSP,
RATIO
5 DAY 1OD M3/L
RATIO KG/KK3

COD MG/L
RATIO
GREASE & OIL MG/L
RATIO KG/KKG

OR6AKIG-W MS/L
RATIO
ANMOHIA-lf
RATIO K6/KIIC@

?K

TSIP DSG C
                                                      1180O
25e1
1.22
67.4
3.26
185
8.93
21.1
1.02
5.76
0.279
0.982
0.048
6.00
14.1


15,1
0.730
31 .O
1.50
5.16
0.250
1.11
0«054
0.112
0.005
0.353
10,5
16.4
Oe795
44S7
2,16
144
6.98
15.5
0,749
4.84
0.234
0.807
0,039
5.60
5e99

1e4®

4.32
229
11.1
27 9B
1834
7.33
0*355
1.13
Oe055
6,68
29o2
                          183

-------
The  end  products of fish meal reduction are fish meal, oil, and
fish solubles; fish solubles being a product  of  stickwater  and
bailwater  evaporation.   The product material balance portion of
Table 41 shows the relative amounts of each product  obtained  in
the  process.  Yields will vary somewhat according to the season,
the species processed,  and  the  efficiency  of  the  plant.   A
significant  portion of the water contained in the fish exits the
plant as waste vapor in  the  meal  drying  process  and  in  the
evaporator process.

Plants  M2,  M2H,  M3,  M3H  and  M5 were processing menhaden ex-
clusively during  the  sampling  periods  with  production  rates
averaging  about  640  kkg/day  (700  tons/day) .   Plant  Ml  was
processing mostly menhaden along with  some  scraps  from  bottom
fish  and  herring  plants  and had an average production rate of
about 200  kkg/day  (220  tons/day).   Plant  A2  was  processing
anchovy  exclusively  during the sample period and had an average
production rate of 410 kkg/day  (460 tons/day).

Fish Meal Production Without Solubles Plant

Two fish meal plants without solubles plants were sampled on  the
California  Coast  during  October 1973.  The sampling period was
during the peak season, however, the weather and  the  fact  that
some  fishing boats alternate between squid and anchovies, caused
intermittent operation.


Wastewater material balance

Table 47 shows the wastewater balance summary  for  a  fish  meal
plant   with   no   solubles  plant  discharging  stickwater  and
bailwater.  The largest and  strongest  flow  is  the  stickwater
which is the liquid remaining after the oil is recovered from the
press  liquor.   The waste load from the stickwater is one of the
strongest in the entire seafood industry being very high in  BOD,
suspended  solids,  and  grease and oil.  The bailwater is also a
relatively high flow and load and has similar characteristics  to
the bailwater described previously for the menhaden processes.
            «
Tables  48   snd 49 show the discharge characteristics for the two
plants sampled, Al and A3 respectively.   Plant  A3  had  an  air
scrubber  which  contributed  about  15  percent  of the flow but
almost no waste load.   Plant Al used a once pass bailwater system
which increased the flow  substantially,  compared  to  A3  which
unloaded the fish using a high pressure hose from a truck.


Product material balance

Table  47   shows  the  disposition  of the raw product for plants
discharging stickwater.  There is more waste  from  these  plants
because the solubles are not recovered.
                                  184

-------
              Table 47,   Fish meal  production without solubles plant material balance

                               Wastewater Material  Balance Summary
         Unit Operation

         a)  stickwater
         b)  bailwater
         c)  washdown
         d)  air scrubber
of Total
 Flow

  45%
  39%
   1%
  15%
of Total
  BOD

  93%
   7%
                                  % of Total
                                 Susp. Solids

                                      94%
                                       6%
00
in
         Total effluent average
         A3
1870 1/kkg
               71 kg/kkg
                                Product Material Balance Summary

                               End Products       %  of Raw Product
                               Products
                                a)  meal
                                b)  oil

                               Wastes
                                a)  stickwater
                                b)  water vapor
             28%
              8%
             35%
             29%
                 59 kg/kkg
                        Average Production  Rate,  187  kkg/day (207 tons/day)

-------
Table 48 .  ANCHOVY REDUCTION PROCESS
                  (DISCHARGE)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/ TON)
SFTT. POLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
I«
—
17»0
23.1
3600
46.4
6160
79.5
968
12.5
399
5.15
19.9
0.257
. 6.82
21.3

STD DEV
0.910
—
12.5
199
6190
1480
0,473
6.10
	
—_.
935
12.1
1790
23.1
2970
38.3
1020
13.1
171
2.20
13.2
0.171
0.192
4.02

MINIMUM
5.53
3.80
9.39
149
6750
1620
1,29
16.7
«H>W*>
—
1180
15.2
2070
26.7
3790
48.9
94.9
1.22
265
3.42
11.0
0.142
6.63
16.7
PLANT
MAXIMUM
7.15
11.0
34.4
547
19100
4590
2.22
28.7
*•***.
—
2860
36,9
5570
71 .8
9490
122
2090
26.9
591
7.63
35.1
0.453
7.18
23.4
A1
3 SAMPLES
              186

-------
Table 49 .  ANCHOVY REDUCTION PROCESS
           (WITH AIR  SCRUBBER WATER)
PARAMETER
PRODUCTION TON/ER
PROCESS TIME HR/DAY
FLOW I/ SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGAN IC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DIG C

MEAN
6.63
24.0
4.00
63.5
1870
448
221
41 2
246
0.459
31400
58.6
37900
70.8
78200
146
20100
37.5
2810
5.24
99.7
0.186
6.78
43.3

STD DEV
0.411
„_»
0.234
3.71
114
27.3
51.3
95.8
—
18100
33.7
1 1000
20.6
38600
72.1
13800
25.7
1050
1.95
33.2
0.062
0.060
2.34
MINIMUM
8.33
—
3.72
59.1
1770
425
167
313
„. _
11500
21.5
22500
42.0
34200
63,8
2730
5.11
960
1.79
45.1
0.084
6.68
40.7
PLANT
MAXIMUM
9,
—
,08

4.52
71 .7
2120
509
305
570
_—.
60800
1 14
49300
92
1 38000
258
39800
74
3420
6
1 36
0
6
45
A3




.1

.3
.39
,255
.87
-.7
5 SAMPLES
           187

-------
Both  Al  and  A3  were processing anchovy exclusively during the
sampling period.  Production rates ranged  from  HI  kkg/day  (50
tons/day)  at  the  smaller  plant (Al) to 190 kkg/day (210 tons/
day) at the larger plant.


SALMON CANNING PROCESS WASTEWATER CHARACTERISTICS

Three salmon canning plants in  Alaska  and  two  plants  in  the
Northwest were investigated during the period from July to August
1973.  In addition historical data were obtained front four plants
in the Northwest, including the two sampled.

The  1973 Alaska salmon season was very poor, therefore more fish
were going to the fresh/frozen market and the canning  operations
were  very  intermittent.   Most  of  the canneries are presently
grinding their waste and  discharging  to  a  submarine  outfall,
therefore,  end of pipe samples were relatively easy to obtain at
a common sump.

The Northwest plants investigated were sampled during the end  of
September  which  was  near the end of the season.  The Northwest
plants  usually  have  both  hand   butchering   and   mechanical
butchering  lines,  hence  there  was a combined operation during
most of the investigation period.   The  butchering  machine  was
usually  operated  only  during times when large volumes of fish,
usually pinks and chums, arrive at the plant.  Silver and Chinook
salmon were usually hand butchered.  Hand packing of sockeye  was
also  done  for  special  orders  that  required  a finer quality
product.


Wastewater M§terial Balance

The intake water for Alaskan salmon plants  located  in  isolated
places is obtained from nearby surface water streams.  The intake
water  for  plants  located in town is usually from the municipal
systems.  The water used in the canneries is  chlorinated  either
by the plant or by the municipal treatment system.  City water is
generally  $\sed  by  Northwest  plants  for  all  phases  of  the
operation.

Table  50  shows  the  wastewater  balance  for  salmon   canning
operations  using  the  butchering  machine.  It can be seen that
this machine contributes a significant portion of the flow and  a
very  great  portion  of  the BOD and suspended solids load.  The
main reason that the BOD loads  for  the  Northwest  plants  were
quite  variable, and generally lower than the Alaskan plants (see
Figure 25), was because the butchering machines were used only on
a portion of the total fish processed.

Table 51 shows the wastewater material balance for an exclusively
hand butchering operation (CSN5, CS6M).  It can be seen that  the
total loads are much lower for the hand butchering operation than
                                   188

-------
00
10
                          Table SO   Salmon  canning process material  balance (mechanized)

                                      Mastewater MaterialBalance  Summary
       Unit Operation
       a)   unloading water
       b)   iron chink
       c)   fish scrubber
       d)   sliming table
       e)   fish cutter
       f)   can washer and clincher
       g)   washdown
       Total  effluent average
% of Total
Flow
m
27%
191
13%
7%
21
20%
19800 1/kkg
Product Material Balance
% of Total
BOD
10%
65%
5%
6%
4%
1%
10%
45.5 kg/kkg
Summary
% of Total
Susp. Solids
7%
56%
3%
18%
5%
1%
11%
24.5 kg/kkg

End Products % of Raw Product
Food products 62
By-product
a ) roe 4
b) milt 2
c) oil
d) heads 12
e) viscera 0
- 68% '
- 6%
- 31
1%
- 14%
- 5%






                                         Wastes
11 -
                                  Average Production  Rate,  37  kkg/day (41  tons/day)

-------
         fable §' ,  Salmon canning process material balance (hand butcher).

                      Wastewater Material Balance Summary
Unit Operation

a) butchering line
b) fish cutter
c) can filler
d) can washer
e) washdown
% of Total
Flow
20%
20%
5%
22%
33%
% of Total
BOD
24%
16%
21%
5%
34%
% of Total
Susp. Solids
17%
17%
30%
5%
30%
Total effluent Average
CSN5, CS6M
5400 1/kkg
3.4 kg/kkg
2.0 kg/kkg
               Average Production Rate, 4.8 kkg/day  (5.3 tons/day)

-------
for  the  mechanical  butchering  line.  The hand butcher canning
process is identical to the fresh/frozen operation except for the
wastes from the fish cutting and  can  filling  operation,  which
increase  the load about 45 percent more.  Plant CSN2 used a hand
packing operation rather than  a  mechanical  filler,  therefore,
their wastes were lower.

Tables  52  through  57 show summary statistics of the wastewater
for the plants utilized in the subcategory  summary.   Figure  29
contains  a  normalized  salmon  canning process plot of selected
wastewater parameters from each plant sampled.  Codes CSN2,  CSN3
and  CSN1  represent  Alaskan  plants  which  used the butchering
machine exclusively.  Codes CSN5 through CSN8 represent Northwest
plants which used the  butchering  machine  in  varying  amounts.
Code  CSN5  used hand butchering exclusively, plant CS8H (histor-
ical data from CSN8) used  the  butchering  machine  exclusively,
while the rest of the plants used it occasionally.

Plant  CSN8  had  a  poor  water conservation practice of letting
water run through the butchering machine in  between  periods  of
operation.   This  practice  caused  the  flow  ratio  to be much
greater than normal at  this  plant.   CSN8  also  used' a  flume
unloading  system  which was not observed at the other plants and
which produced an added flow of about ft170 1/kkg  (1000  gal/ton).
The added waste load in terms of BOD, however, was very small.

Most  of  the  plants  in  Alaska  grind the larger solids before
discharge to submerged outfalls.  Some plants were  beginning  to
install  screens  in  1973  but  none were operational during the
sampling interval.

Most plants in  the  Northwest  discharge  the  wastewater  after
coarse  screening to remove the larger particles.  Plant CSN7 had
a tangential screen in place and samples were taken to  "determine
its  effectiveness.  The tangential screen removed the screenable
solids effectively, however, the BOD and  suspended  solids  were
observed  to  increase  slightly  (it  should  be  noted that the
"before screening" samples were passed through a  20  mesh  Tyler
screen prior to analysis).  The reason for this is believed to be
due  to the type of pump used to deliver the water to the screen.
The pump could have pulverized some of the solid material causing
the number of undersize particles to increase  (see  Section  VII,
Screening).

Product Materi al Balance

Table  50 shows the product material balance which is similar for
either hand or mechanical butchering.  The food  recovery  varies
with  species  and  is  a  little greater for the hand butchering
operation.  Solid wastes  such  as  the  heads  and  viscera  are
usually  discharged  to  the  receiving  water  in Alaska and are
usually recovered in the Northwest for pet food,  mink  food,  or
fish meal.
                                 19]

-------
Table 52 • SALMON CANNING PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIMS HR/DAY
PLOW L/SEC
(GAL/MIN)
FLOW RA2IG L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD i*G/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGAN IC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEC C
MEAN
3.16
6.00
13.9
220
1 8300
4370
2.97
54.3
1390
25.4
726
13.2
1330
24.2
2470
45,1
175
3.19
175
3.20
5.33
0.097
6,88
11 .9
STD DEV
0.761
-_.
2.o7
42.5-
3690
384
1.26
22.9
573
10.5
252
4.61
451
8.23 .
4SO
8.95
62.0
1.13
48.9
0.892
1 .41
0.026
.0.109
0.554
MINIMUM
1 .67
2.50
10.1
160
13600
3270
1 .68
30.7
824
15
448
8.17
719
13.1
1670
30.4
. j -*
99.2
1 .81
81.5
1 .49
2.93
0.053
6.71
11.3
MAXIMUM
3.94
10.0
17.8
283
25100
6010
4.81
87.8
2610
' 47.7
1190
21 .6
2100
38.3
3090
56.4
271
4.95
236
4.30
7.16
0.131
7.09
12.6
PLANT CSN2
7 SAMPLES
         192

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Table 53 .  SALMON CANNING PROCESS
&." •'•'"""'.. .-=.---»..- *,..,,.-
PARAMETER
"%
PRODUCTION TON/HR
PROCESS TIME HR/DAY
PLOW L/SEC
(GAL/MIN)
PLOW RATIO L/KKG
(GAL/TON)
S-ETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L '
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG ^
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
P 4.62
8.25
22 .0
..349
19000
4560
46.3
882
V. **** "'
,40.8
4300
81.8
'-7510
143
'-• * * i
"341
,, 6.49
816
15.5
• 16.7
0.31
6.82
12.9
STD DEV
0.548
.. ... —
' -::3.38
.,.53*6
2470
592
9.37
178
• ' __
~ ifoso
20.6
.,14.4
f450
..27.6
2.11
0.040
:: • '394
7.49
; C 6.26
7. a 0.119
0.080
1.07
MINIMUM
4.06
4.00
17.8
283
15100
3620
34.5
——
1020
19.5
3470
66,0 ,
5460
104
339
6.46
, 7.81 r
7.97
0.152
6.73
11 .8
MAXIMUM
5.32
12.0
26.5
421
21300
5JPO
54.2
1030
• • ~i._
3270
62.2
5190
98.8
889O
•>•>.. -t69
343
6.53
1260
.24.0
22.3
0.424
6.96
13.8
* * PLANT CSN3
4 SAMPLES
        193

-------
54 , SALMON CANNING  PROCESS
        (wira GRINDING)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME MR/DAY
FLOW L/SEG
(GAL/MIN)
FLOW RATIO L/KRG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RA1IQ KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PE
TEMP DEG C

MEAN
4.4*
7.13
21.2
336
20400
4900
25.5
522
2360
48.3
1460
29.6
2610
53.4
5560
114
842
17.2
408
8.35
10.2
0.208
6.62
15.4

STD mv
1.34
—
3.76
59.8
8050
1930
22.5
45 5'
2010
41.1
.384
7.86
1170
24.0
2720
55.6
1110
22.6
185
3.77
3.59
0.073
0.151
0.705

MINIMUM
2.63
4.50
14.6
231
1 3200
3170
4.20
85.8
552
11.3
857
17.5
14QO
28.7
2770
56.6
232
4.74
192
3.93
4.12
0.084
6.45
14.8
PLANT
MAXIMUM
5.89
9.50
26.8
425
31400
7520
64.3
1320
5580
114
1980
40.4
4670
95.5
9790
200
3080
62.9
729
14.9
14.2
0.290
6.88
16.7
CSN4
6 SAMPLES
    194

-------
Table 55 .  gAJMON CANNING PBDCESS
                   (HftND BUTCHER)
PARAMETER
PRODUCTION TO8/HR
PROCESS TIME HR/DAY
PLOW L/SBC
(CAL/MIN)
PLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP, SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KRG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N «G/L
RATIO KG/KKG
PH
TEMP DIG C
MEAN
1.02
5.20
2.21
35.1
8980
2150
1.92
17.3
—
342
3.07
455
4.08
1260
11.3
875
7.85
86.7
0.779
1.35
0.012
6.98
13.7
STD DEV
0.818
_
0.463
7.35
2230
534
0.625
5.61
—
60,5
0.544
114
1.02
310
2,78
•BUI imm
22.9
0.206
0.507
0.005
—
2.11
MINIMUM
0.286
2.80
1.28
20.4
4240
1020
0.732
6.57
—
220
1.98
311
2.79
616
5.53
— . .
40.5
0.364
0.631
0.006
—
12.4
MAXIMUM
2.62
7.50
3.79
60.1
16000
3840
3.10
27.8
_.
491
4.41
598
5.37
2230
20.0
;— , •.
143
1.28
2.19
0.020
	 ;
15.0
PLANT CSN5
8 SAMPLES
                195

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Table 56 . SALMON CANNING PROCESS
              (BAUD BUTCHER )
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SBC
(GAL/MIN)
PLOW RATIO L/KKO
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PR
TEMP DEG C
MEAN
0.786
6.20
0.222
3.53
1780
427
1.91
3.41
—
419
0.746
1540
2.74
2520
4.48
—
185
0.329
2.44
0.004
6.97
13.4
STD DEV
0.664
—
0*10O
1.59
646
155
0.839
1.49
«~.
224
0.399
814
1.45
1070
1.91
«?-
82.5
0.147
1.30
0.002
0.064
0.702
MINIMUM
0.2O3
3.10
0.092
1.46
958
230
1.07
1.90
••—
258
0.460
815
1.45
1300
2.31
s—
96.9
0.172
0.871
0.002
6.92
12.7
MAXIMUM
1.81
7.70
0.379
6.02
3060
735
3.05
5.44
_
742
1.32
2260
4.02
4650
8.28
•_ •
358
0.637
4.98
0.009
7.06
14.5
                               PLANT CS6M
                               6 SAMPLES
          196

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Table 52. SALMON CANNING PROCESS
            (WITHOUT PLUMING)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MI!?}
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG ;
COD MG/L
RATIO KG/KKG.
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMM6NIA-N MG/L
RATIO KG/KKG
.PH
TEMP D.EG C
MEAN
1.03
6.10
11.9
1 89 ;
47800
11500
12.2
582
505
24.1
384 .
18.3
1030
49.1
1990
95.2
110
, -5.25 .
152
7.27
3,58
0.171
6,54. -•*'
'. J. . f
15.6
STD DEV
•/ 0 .1 04
- — .
0*380
14.0
5040
1210
4.20
200
338
16.1
66.4
• ,. 3.17
, 8B.-7 " " >
" - 4.24
387
18.5
23.8
1.14
39.1
1.87
0.365
0.017
0.103
tammat -, •
-MINIMUM
0.913
2.30
i 11 .0
175
42700
10200
7.36
352
266
12.7
342
16.3
930
44.4
1600
76.3
94.1
-.-, 4.50
117
5.57
3.23
0.154
6.41
. •' _— . • .
MAXIMUM
1.11
9.50
• . 12.& .-
203
52800
12600
15.0
715
744
35.5
460
22,0
1100
52.7
2370
113
137
6.56
194
9.27
3.95
0 ,1 89
6.65
_— - • -
PLANT CSN8 :
3 SAMPLES
                      197

-------
The  production  rates  averaged 27 kkg/day (30 tons/day) for the
Alaska plants, however, this was  considered  to  be  lower  than
normal  due to the poor 1973 season.  Plant CS8H in the Northwest
which was sampled from late July through early September* 1969 at
a time of peak production averaged 53 kkg/day (58 tons/ day).

Fresh/Frozen Salmon Process Wastewater Character1stics          |

Four fresh/frozen salmon operations in Alaska and  three: in  "the
Northwest  were  investigated.   The four Alaskan operations were
monitored  during  August  of  1973  which  corresponded   to   a
relatively  heavy  period of fresh/frozen salmon processing.  All
operations  were  located  on  the  waterfront  in  urban  areas*
utilized  a  domestic water source, and discharged their effluent
directly into a receiving body of water.       ,

The three Northwest operations were monitored during September of
1973 near the end of the season* were located on  the  waterfront
in  metropolitan  areas,  utilized  domestic water and discharged
their effluent to the municipal treatment facilities.

Various species of both  pre-dressed  (troll  caught)  and  round
salmon were being processed during the sampling period.


Wastewater Material Balance       •

Table  58  shows  that  the primary source of wastewater from the
fresh/frozen salmon process is the wash tank operation, in  which
the eviscerated fish are cleansed of adhering blood, mesentaries,
sea  lice,  and  visceral  particles.   Also,  depending upon the
condition of the fish, a preliminary  rinse  of  the  round  fish
prior  to  butchering may also be implemented.  This latter rinse
is employed to reduce the amount of slime adhering to the fish to
facilitate handling.  The wash tank or wash tank  plus  pre-rinse
contributes  about  90  percent  of the total effluent flow.  The
butchering table is essentially a dry operation except for  short
hose-downs  of  the  area  at  the  discretion of the crew.  Some
plants use small hoses attached to cleaning spoons and other  use
a small constant flow on the table.

Tables  59  through 62 show summary statistics of the waste water
for the plants utilized in the subcategory  summary.   Figure  34
contains a normalized fesh/frozen salmon process plot of selected
wastewater parameters from each plant sampled.  Alaska plants are
represented by codes FSl, FS2, FST1 and FST2, where FS represents
a  round  fish  process and FST a pre-dressed process.  Northwest
plants are represented by codes FS3, FST3, and FSl.   It  can  be
seen that the round fish processes have consistently higher waste
loads  in  terms  of  BOD  than  the  pre-dressed processes.  The
samples of the pre-dressed  processes  were  taken  at  the  same
plants  as  the  round  fish  processes, however, the waste flows
could be separated since they are usually not  conducted  at  the
same time.


                                 198

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           Table S8 .  Fresh/frozen round salmon process material balance

                       Wastewater Material Balance Summary
Unit Operation

a) process water
b) washdown
% of Total
   Flow
 88 -
  4 -
96%
12%
% of Total
    BOD

 76 -  92%
  8 -  24%
 % of Total
S u sgi	So 1 ids

 74 -  97%
  3 -  26%
Total effluent average
FS1» FS2, FS3, FS4
3750 1/kkg
          2 kg/kkg
                 0.8 kg/kkg
                        ProductMaterial Balance Summary
                       End Products

                       Food products
                        a) salmon
                        b) eggs
                        c) milk

                       By-product
                        a) heads
                        b) viscera

                       Waste
      % of Raw Product
          65 -  80%
                 5%
                 3%
           5. -

           1 -
          8%
          7%

          2%
                Average Production Rate, 16.4 kkg/day  (18 tons/day)

-------
     TABLE 59
FROZEN SALMON  PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
CGAL/HINJ
FLON RATIO L/KKG
CGAL/TON)
SETT, S3LIOS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/'KKG
SUSP. SOLIOS MG/L
RATIO KG/KKG
5 DAY 800 MG/L
RATIO KG/KKG
COO MG/L
RATIO KG/KKG
GREASE < 3IL MG/L
RATIO KG/KKG
ORGANIC- N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP OEG C
MEAN
1.33
6.75
%.**5
70.7
11500
27%0 "
0.157
1.80
li<*
1.31
116
1.33
259
2,96
552
6.32
26.0
0.298
%8.6
0.557
1.75
0.020
J 6. 27
11.5
STO OEV
1.23
—
1.63
2S..3
SS90 •
13<*0
0.150
1.71
16.8
0.215
70.2
0.80*
10&
1.20
277
3.17
13.9
0.159
26.3
0,32^
0.71*5
0.009
0.280
0.257
MINIMUM
*;
0.725
^. oo
3.23
51.3
HOK. 0
lluO
0.087
0.998
90. k
1.0
-------
Table  60.  SALMON FRESH/FROZEN PROCESS
                      (ROUND)
PARAMETER
PRODUCTION TON/HR
PROCESS Tim HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KRG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
3.76
7.38
3.14
49.8
3390
814
0.717
2.44
132
0.449
271
0.920
747
2.54
1540
5.21
41.0
0.139
122
0.414
3.85
0.013
6.59
9.19

STD DEV
0.412
— .
0.137
2.17
480
115
0.401
1.36
76.5
0.260
47.5
0.161
144
0.489
325
1.10
6.46
0.022
27.2
0.092
0.928
0.003
0.210
0.687

MINIMUM
3.31
5.50
2.94
46.7
2770
664
0.346
1.17
46.2 .
0.157
200
0.680
565
1.92
1120
3.81
34.3
0.116
91.0
0.309
2.79
0.009
6.40
8.52
PLANT
MAXIMUM
4,30
10.5
3.26
51.7
3940
943
1.24
4.20
193
0.654
299
1.02
913
3.10
1920
6.51
47.6
0.162
151
0.513
4.72
0.016
7.07
10.1
FS2
4 SAMPLES
               201

-------
Table 61.  SALMON FRESH/FROZEN PROCESS
                      (ROUND)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME Hi/ DAY
PLOW I/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO K6/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
2.29
3.67
2.32
36.8
4330
1040
0.895
3.87
385
1 .66
154
0.665
404
1 .75
765
3.31
39.9
0.173
48.2
0.209
2.49
0.011
7.03
15.6

STD DEV
0.866
__
0.723
11.5
1270
304
0.580
2.51
290
1.25
36.3
0.157
95.0
0.411
150
0.648
9.03
0 .039
20.3
0.088
0.600
0.003
0.192
0.372

MINIMUM
1 .28
1 .00
1 .44
22.9
2570
616
0.218
0.943
121
0.526
102
0.443
254
1 .10
502
2.17
25.9
0.112
12.4
0.054
1.66
0.007
6.64
15.0
PLANT
MAXIMUM
3.50
8.00
3.41
54.1
7060
1690
1.86
8.05
828
3.58
220
0.950
539
2.33
951
4911
52.7
0.228
7485
0.322
3.66
0.016
7.30
16,1
FS3
9 SAMPLES
             202

-------
Table 62 . SALMON FRESH/FROZEN PROCESS
                      (ROUND)
PARAMETER
PRODUCTION TON/BR
PROCESS TIME HR/DAY
PLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KK6
SCR, SOLIDS MG/L
RATIO KG/KRG
SUSP. SOLIDS M6/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO SCG/KKG
ORGANIC-H HG/L
RATIO KG/KRG
AMMOOTA-N MG/L
RATIO KG/KKG
PH
TEMP DBG C
MEAN
2.54
8.88
1,81
28.8
2920
701
0.7 2O
2.10
456
1.33
236
0.689
S38
. 1.57
1070
3.13
43.9
0.128
93.1
0.272
2.81
0.008
6.52
15.7
STD DEV
0.898
— ,
0.539
8,56
555
133
0.589
1.72
62,5
0.183
72.2
0.211
208
0.609
459 .
1,34
13.9
0.041
40.8
0.119
0.850
0,002
0.179
0,261
MINIMUM
1.29
5.00
1.09
17.2
2110
507
0,113
0.329
398
1,16
133
0.388
247
0.722
5OO
1,46
25. 0
0.073
40.4
0.118
1.59
0.005
6.38
15.6
MAXIMUM
3.40
10.5
2.24
35.5
3360
806
1.29
3.78
540
1.58
300
0.877
691
2.02
1600
4.67
55.2
0.161
136
0.397
3.52
0.010
7,08
16.0
PLANT FS4
4 SAMPLES
             203

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The  waste  flows  and  loads  for  both  pre-dressed  and  round
fresh/frozen processes are relatively low and are  comparable  to
the  loads from the conventional bottom fish processes which will
be discussed later in this section.  No freezing  salmon  in  the
round  processes  were observed due to the poor season in Alaska,
however, the waste loads from this process should  be  less  than
from the dressing operations.


Product Material Balance

The  production  rate  varies  considerably  due  to  raw product
availability.  The rates observed at the  round  fish  operations
averaged  about  16 kkg/day  (18 tons/day) .  Round fish processing
predominates in both Alaska and  the  Northwest,  however,  large
volumes  of  pre-dressed  fish  are handled on occasion as can be
seen from the production rates for plant FST3.   Table  58  shows
that  the  food  recovery  of  whole  salmon varies from 65 to 80
percent,  chum and silver salmon yield approximately 75  percent!
sockeye,  78  to  80 percent; and pinks, 65 to 70 percent.  These
figures refer only to round  salmon  which  are  eviscerated  and
beheaded.  The recovery of finished product for troll caught fish
is about ten to twelve percent higher for each species since they
are eviscerated at sea.  The recovery of eggs and milt represents
about  five  and  three  percent  of  the  round  salmon  weight,
respectively.  Other by-product recovery,  such  as  the  grinding
and  baggng  of  heads  and viscera, is done only occasionally in
Alaska and for  the  most  part  these  solids  are  disposed  of
directly  into the receiving water.  The heads and viscera in the
Northwest plants are  usually  collected  for  pet  food  or  for
reduction to fish meal.

Bottom Fish and Miscellaneous Finfish Wastewater Characteristics

The  wastewater  characterization  data  from the bottom fish and
miscellaneous finfish industry is organized into the conventional
processes (essentially manual unit  operations) ,  the  mechanized
processes,  and  the  Alaskan processes, because of the different
methods, and regions involved.


Non-AlaskaConventional Bottom Fish

Twelve conventional bottom fish, ground fish, and finfish  plants
in  all  non-Alaska regions were sampled in August and September,
1973.  In addition, historical  data  were  available  from  four
Northwest  operations  (25),   Bottom  fish  are'often located in
urban areas, use municipal water and sewer  systems  and  operate
year  round  with  the  species  composition  changing  with  the
seasons.  In general, there  was  no  lack  of  fish  during  the
monitoring periods except in New England where landings have been
decreasing.
                                 204

-------
Wastewater material balance

There  are  a  variety  of  conventional  bottom  fish processing
operations.   However,  for  the  filleting  process,  which   is
considered to be the most important, there appears to be only two
main options:  the use of skinners, and/or sealers.

Table  63  shows the wastewater balance for three operations (B2,
B4, B8) which used skinners most of the time.  The  skinners  are
mechanical  and  can  constitute  a  large  percentage  (13 to 6ft
percent) of the  flow  and  load  (six  to  36  percent  of  BOD)
depending  on  the type used.  The flow from the fillet tables is
quite variable depending on water conservation practices.  It  is
common  practice  for  a  small hose to be continually running at
each  filleting  position.   Fish  are  sometimes  rinsed  before
filleting  or eviscerating, and are usually dippedj in a wash tank
afterwards to clean and  preserve  the  flesh.   The  flows  from
either  of these operations is relatively small, however, the BOD
and suspended solids loads can be moderately high.

Table 6H shows the wastewater balance for three  operations  (Bl,
B6,  Bll)  which  often used a descaler.  It can b^ seen that the
descaler can  contribute  a  substantial  flow  ani  waste  load.
Desealers  which use high pressure water jets in ajrevolving drum
were  observed  to  contribute  high  loads.   One   plant   (B6)
occasionally  used  a  sealer  which increased the water flow and
waste load by a factor of four.  This type of sealer was so large
and  contributed  such  a  large  waste  load  that  it  was  not
considered to be a conventional operation.  In general, the waste
loads  were about the same whether skinners or sealers were used.
Tables 69 through 81 summarize the wastewater characteristics for
each of the conventional bottom fish processes used to  determine
the   subcategory  summary.   Figure  ftl  presents  a  normalized
convential  bottom  fish  process  plot  of  selected  wastewater
parameters for each plant monitored.  Plants represented by codes
Bl  and B2 are small ground fish processes in New England, plants
PHP1, FNF2,  FNF3  are  finfish  processes  in  the  mid-Atlantic
region,  FNFft  is  a  finfish  process in the Gulf region, and B4
through B12 are bottom fish plants on the West Coast.  Plant FNF3
was not considered typical since all the fish were handled in the
round and no eviscerating or filleting  operations  were  carried
out  on  the  one  day  of sampling.  There is a relatively large
variability in flow  ratios  and  waste  loads  between  all  the
plants.   This  is  caused partly by different processing methods
and mostly by different degrees of water conservation.  The aver-
age flows and loads from all these plants are relatively low  and
are  comparable  to  the  fresh/frozen  salmon  process discussed
previously*


Product material balance
                                  205

-------
The production rate of conventional bottom fish processes  varies
considerably.   The  average  production  level  observed  was 11
kkg/day  (12 tons/day) but varied from 2.8 kkg/day to 31 kkg/day.

Table 63 shows the disposition of the raw product  for  food  and
by-products.   The  food  product  varies  considerably (20 to 45
percent) depending on the species,  season,  and  whether  it  is
processed whole or filleted.  Table 65 shows the recovery figures
for  various species of New England ground fish.  All figures are
for fillets unless noted.

The solid wastes  (carcasses, viscera, etc.) are usually recovered
for various by-products.  In New England it is commonly used  for
lobster  bait  or sent to reduction plants.  On the West Coast it
is commonly used for pet or animal  food  or  sent  to  reduction
plants,

Non-Alaska Mechanized Bottom Fish

Four  mechanized plants which used a high percentage of machinery
and water were sampled in the New  England,  Gulf  and  Northwest
regions  between August and October, 1973.  It was a particularly
good year for whiting in Hew England and large quantities of fish
were available during the sampling period in August,  The finfish
process in the Gulf was sampled during October, 1973,  which  was
during a period of higher than normal production.

The  two  whiting  plants  sampled (Wl, W2) were considered to be
typical mechanized  operations  where  the  fish  were  iseheaded,
descaled,  and  partially  eviscerated  by mechanical methods and
relatively large water flows were used.  The finfish  process  in
the  Gulf  (CFCl)  was  processing croaker for fish flesh and was
highly mechanized.  The .Northwest plant  (B6)   used  conventional
processing  except  for  the  large  sealer which produced a high
waste flow.
Wastewater material balance  ,  .

Table 66 shows the  wastewater  sources  for  a  typical  whiting
process.  The process water includes water from the storage bins,
the  beheader  and  the  descaler,  and  is the largest source of
wastewater.  The largest portion of the process water is  due  to
the  fluming of fish from the storage bins to the processing line
using a high pressure hose and elevator.  The replacement of  the:
hose  by  a  dry  conveyor  system such as is used in the sardine
plants would reduce the waste flow and load  significantly.   The
visceral flume constitutes about 20 percent of the waste load and
could be replaced by a dry conveyor system.

The  unit  operations  of  the fish flesh plant were not sampled,
however, it is estimated that the highest  loads  came  from  the
washdown which lasted several hours.
                                    206

-------
              Table  63.  Conventional bottom fish process material balance (with skinner)

                                WastewaterMaterial Balance Summary
          Unit Operation

          a) skinner
          b) fillet table
          c) pre-rinse or dip tank
          d) washdown
% of Total
Flow
13 - 64%
22 - 83%
ink 1 - 13%
3 - 21%
% of Total
BOD
6 - 36%
43 - 76%
7 - 26%
.4.- 20.%
% of Total .
Susp. Solids
5 - 39%
39 - 80%
5-34%
7 - 21%
rsj
o
Total effluent average
B2, B4, B8
8000 1/kkg
2.8 kg/kkg
                                 Product Material Balance Summary

                                End Products      %of Raw Product

                                Food products         20. - 40%

                                By-products
                                 a) carcass
                                    (reduction,
                                    animal food)      55 - -75%

                         Average Production Rate, 16.5 kkg/day  (18  tons/day)
1.8 kg/kkg

-------
  Table
o
00
                       Conventional  bottom fish process material balance (with descaler)

                               Wastewater Material Balance Summary
Unit Operation

a) descaler
b) fillet table
c) pre-w,ash or dip tank
d) washdown
% of Total
Flow
42 - 66%
21 - 36%
k 3 - 10%
7 - 18%
% of Total
BOD
56 - 61%
16 - 30%
4-8%
6 - 19%
% of
Susp.
26
12
4
7
Total
Solids
- 70%
- 19%
- 8%
- 18%
         Total  effluent average
         Bl,  B10-,  Bll
                                 10,000 1/kkg
2.5 kg/kkg
1.6 kg/kkg

-------
    Table  6*5.  Percent recovery  for
New England ground, fish
 Species  (process)             %  Recovery
Ocean perch                        29
Cod  (with skin)                    40
Cod  (boneless)                     35
Cod  (no skin)                      37
Haddock                            40
Haddock (no skin)                  37
Sea catfish  (dressed)              45
Sea catfish  (filleted)             30
Pollock (with skin)                45
Pollock (no skin)                  40
Flounder  (small)                   20
Flounder  (large)                   30
             209

-------
                Table$6  •  Whiting freezing process material balance

                       Wastewater Material Balance Summary
Unit Operation

a) process water
b) washdown
c) visceral flume
% of Total
•Flow
70 - 75%
3 - 8%
22%
% of 'Total
BOD
74 - 77%
2 - 5%
21%
% of
Susp.
74 -
"2 -
Total
Solids
78%
6%
20%
Total effluent average
Wl, W2
13,500 1/kkg
14 kg/kkg
11 kg/kkg
                        Product Material Balance Summary
                       End Products
                       Pood Products
        % of Raw Product
                       By-product
                        a) heads, scales,
                           viscera  (to
                           reduction plant)

                       Waste
               50%
               48%
              * 2%
                Average Production Rate, 35 kkg/day  (38 tons/day)

-------
      Table  67.   Recovery of fillets and  fish
flesh from West; Coast bottom fish   (27)*    :-;

Species
English sole
Flounder
Ling cod
Pacific cc-d • .
% Recover
Fillets . F
:-3iQ., ^ '
31 • • v
28
—
y ."•
lesh
60
47
43
38 '
                    211

-------
                        Table 68•  Halibut freezing process material balance

                               Wastewater Material Balance Summary
         Unit Operation

         a) head cutter/grader
         b) washer
         c) washdown
1 of Total
Flow
3%
79t
18%
"<% of Total
BOD
11%
72%
17%
                                  % of Total
                                 Susp. Solids

                                      10%
                                      62%
                                      28%
ro
         Total effluent average
         FRH1
8600 1/kkg
1.5 kg/kkg
1.2 kg/kkg
                                Product Material Balance Summary
                               End Products

                               Food products

                               By-products
                                a) heads
                               Wastes
      % of Raw Product

            90%


            10%

           minimal
                         Average Production Rate, 33 kkg/day (36 tons/day)

-------
Table 69 .   GROUND FISH FILLET  PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
( GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
0,528
5.83
0.226
3.59
1760
422
9.49
16.7
4530
7.96
737
1.30
1010
1.78
1590
2.79
40.2
0.071
147
0.259
6.96
0.012
7.15
20.9
/
0«118
_-
0.050
0.797
443
.106
3.03
5.33
2640
4.64
444
0.781
397
0.699
742
1.31
19.6
0.034
66.9
0.118
2.20
0.004
0.144
2.41
MINIMUM-
0.418
4.50
0.188
2.98
1210
290
5.74
10.1
2690
4.73
343
0.603
584
1.03
757
1 .33
21.1
0.037
76.5
0.135
3.83
0.007
6.96
18.7
MAXIMUM.
0.653
7.50
0.284
4.51
2390
572
13.5
23.7
7650
13.5
1420
2.49
1410
2.49
2620
4.62
70.3
0.124
241
0.425
10.9
0.019
7.33
22.5
PLANT El
3 SAMPLES
           213

-------
          Table 70
    GROUND PIS! FILLET PROCESS
PARAMETER
MEAN
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG 1
(GAL/TOH)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD. MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGAHIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

0.654
6.84
2.27
36.0,
3800
3310
4.69
64.7
—
186
2.56
196
2.71
423
5.83
25.1
0.347
26.6
0.367
2.70
0.037
6.47
16.0

0.018
—
0.004
0.059
359
86.0
3.89
53.7
— •
115
1.58
86.1
i.19
124
1.71
6.80
0.094
16.7
0.230
0.961
0.013
0.149
2.55

0.632
4.70
2.27
36.0
13300
3190
1.46
20.2
__.
58.0
0.801
65.8
0.908
243
3.35
14.5
0.200
9.76
0.135
1.51
0.021
6.27
12.5
PLANT
0.681
7.70
2.28
36.1
14300
3420
10.1
139
_
366
5.04
303
4.19
613
8.46
37.7
0.520
52.6
0.726
4.00
0.055
6.65
17.9
32
5 SAMPLES
                         214

-------
•-- •* , • TABLE: 71 .,. , - - -
FINFISH PROCESS . , .,
PARAMETER
PRODUCTION .TON/HR
PROCESS TIME HR/OAY
FLOW L/SEC
CGAL/MIN)
FLOW RATIO L/KKG
IGAL/TONI
SETT, SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS- MG/L
RATIO KC/KKG
5 DAY 800 MG/L
RATIO KG/KKG
COO MG/L
RATIO KS/KKG
GREASE f OIL MG/L
RATIO KG/KKG
ORGANIC- N HG/L -
RATIO KG/KKG
AMMONIA**! HG/L
RATIO KG/KKGi
PH • • •• -- -
TEMP OES C
MEAN
2.04
6.48
37^7
1050
' 4*16
16.2
' -579
2.53
496
2.17
1030
4.52
s "**
1610
7,05
292
1,28
76.8
0.336
7.19
0.031
-» 6,78^
10.3
STO 0£V
- . 0.494
—
VQ.75%
12.0
1180
282
2.17
9.51
1.76
-. 160
0.701
0 ..180
0.739
'*=•;• ,561
2,45
115
0.502
-, 20.6
0.090
2.33
0.010
- - 0.121
1.93
MINIMUM
--„. - 1.36
4.50
1.67
26.5
30*20
725
. 1.40
6.14
,252
1.10
1.07
670
3.80
ft" " *"
3.14
.' • '' 166 '
0.726
;-'- -50.6
0.221
4.88
0.021
,. -6.60
9.14
MAXIMUM
2.47
7.^0
3. 05
43.4
5920 •-•'/
1420
6.38
27.9
899
3.93
672
2.9%
1190 >
5.22
2240
9.77
434 -
1.90
102 :
0.444
10.5
0.-046
6.94
12.5
PLANT FNF1
4 SAMPLES
215

-------
Table F2. FJNFXSH  PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIKE HR/DA¥
FLOW I/ SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/ TON)
SETT. SOLIDS KL/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO FG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N KG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
1.14
8.00
1,»5
30*9
«»790
1£30
6.18
41.9
894
6.07
402
2.72
864
5.66
1470
9.36
119
0 .606
110
0.745
7.53
0.051
6. 66
24.3
STD DEV
0.075

0.641
10.2
2200
526
3.02
20.5
609
4.14
155
1 .05
317
2.15
472
3.20
52.8
0.358
83.5
0.567
3.31
0.022
0.167
0.791
MINIMUM
1.09
' —
1.29
20.4
4540
1090
2.36
16.0
271
1.84
226
1.54
429
2.91
973
6.61
77.0
0.522
16.9
0.114
3.15
0.021
6.69
23.7
MAXIMUM
1.25
m*mm
2.63
41.7
8940
2140
9.67
65.6
1630
11.0
578
3.92
1200
8.12
1960
13.3
163
1.11
235
1.59
11.6
0,079
7.33
25.2
PLANT FNF2
4 SAMPLES
       216

-------
Table 73  . FINFISH PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME ER/PAY
FLOW L/ SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/ TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGAN IC-N MG/L
RATIO KG/KKG
AMMQNIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
1 .93
5.50
. 11.4
181
17500
4200
47.1
825
630
11.0
106
1 .85
31'8
5.58
571
10.00
35,7
0.626
56.0
0.981
3.95
0.069
7.12
19.0

STD DEV
1 .26
__
3.39
53.9
5200
1250-
13.7
239
501
8078
28.5
0.499
125
2.18
211
3.70
11.9
0.209
25.7
0.451
1.&8
00030
0.1 61
2.11

MINIMUM
0.375
2.50
5.89
93.5
1 1 1 00
2670
35.9
628
29.5
0.517
55.9
0.980
128
2.24
231
4.05 '
15.5
0.279
18.7
0.327
1 .82
0.032
6.85
17.6
PLANT
MAXIMUM
" 3.80
8.00
16.6
263
28000
671 0
59.0
1030
1730
30.4
147
2.57
465
8.15-
81 1
14.2
53.7
0.942
89.4
1.57
7.52
0.132
7.45
20.7
FNF4
5 SAMPLES
         217

-------
Table  74.  BOTTOM FISH FILLET PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS KG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
1 .99
8.00
1 .41
22.4
2840
681
3.06
8.69
264
0.750
225
0.638
388
1.10
741
2.11
64.2
0.182
49.7
0.141
3.55
0.010
7.19
16.5

STD DEV
__
— —
0.141
2.24
770
184
0.662
1.88
54.6
0.155
91.2
0.259
140
0.399
313
0.888
20.7
0.059
23.8
0.068
0.393
0.003
0.115
1.73

MINIMUM
-,— ,
__
1 .21
19.2
2150
516
2.68
7.60
216
0.615
151
0.428
229
0.649
455
1.29
41.5
0.118
28.5
0.081
2.77
0.008
7.03
14.7
PLANT
MAXIMUM
__
—
•1.54
24.5
3860
924
3.90
11.1
323
0.5*19
354
1 .01
565
1.61
1150
3.27
91.6
0.260
82.2
0.234
4.53
0.013
7-. 3 4
17.4
B4
4 SAMPLES
                218

-------
             Table  75. BOTTOM FISH FILLBT PROCESS
    PARAMETER

PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW X./8EC
 (GAL/MIN)
FLOW RATIO L/KKG
        (GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BQDiMG/L
RATIO KG/KKG
COD MG/Ii
RATIO KG/KKG
GREASE & Oil, WG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-8 MG/L
RATIO KG/KKG
PK
TEMP DEG C
MEAN
2«61
8.00
3.62
57.5
5880
1410
4.88
28.7
202
1.19
171
1.00
346
2.04
608
3.58
60.9
0.358
44.9
0.264
2.48
O.O15
7.09
16.8
STD DEV
0.633
*»*•»
0.712
11.3
1790
428
1.82
10.7
33.7
0.198
62.6
0.368
157
;.0i«aa.
239
1.41
18.1
0.106
22.4
0.132
1.19
0.007
0.146
0.251
MINIMUM
1,66
—
2.38
37.7
3920
939
2,16
12,7
163
0.956
85.9
0.505
153
0.901
300
1.76
34.9
0.205
20.7
0.121
1.25
0.007
6.89
16.7
MAXIMUM
3.34
—
4.52
71.7
9310
2230
7.24
42.6
241
1.42
266
1.56
581
3.42
914
5.38
89.0
0.523
80.0
0.471
4.25
0.025
7.36
17.0
PLANT B5
5 SAMPLES
                            219

-------
Table  76 .   BOTTOM FISH FILLET PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS 1IME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
1 *30
7»00
3.19
50.7
9990
2390
2.05
20.5
63.0
0.630
96.2
0.961
198
1.97
359
3,59
22.2
0.222
31.8
0.318
1.74
0.017
7.26
16.3
STD DEV
0.007
—
0.672
10.7
2050
492
,0.515
5.15
5.34
0.053
33.1
0.331
90.9
0.909
171
1.71
6.33
0.063
15.8
0.158
0.818
0,008
— ,
1.12
MiNIMUM
1 .29
5.00
2.53
40.2
7950
1910
1.51
15.1
59.6
0.596
60.2
0.601
102
1 .02
186
1.86
16,9
0.169
15.9
0.159
0.844
0.008
—
15.6
MAXIMUM
1.30
8.00
3.88
'61 .6
12100
2890
2.54
25.3
69.2
0.691
125
1.25
283
' 2.83
529
5.28
29.2
0.292
47.6
0.475
2.45
0.024
—
17.0
PLANT B?
3 SAMPLES
                    220

-------
Table  77 •  BOTTOM  FISK FILLET PRCCFSS
PARAMETER
PRODUCTION TON/ER
PROCESS TIME. iiR/CAY
FLOW L/SEC
(GAL/MIK)
FLOW RATIO L/KKG
(GAL/ TON)
SETT. SOLIDS ML/L
RA1IO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMOKIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN .
5.12
6.75
9.08
144
7550
1810
3.68
27.8
203
1 .53
301
2.27
594
4.48
1050
7.yi
86.7
0.655
73.4
0.555
4.30
0.032
7.13
16.6

STD DEV
1 .00
—
0.807
12.8
1020
245
0.764
5.77
154
1.16
108
0.815
208
1.57
308
2.32
65.2
0.492
29.8
0.225
2.57
0.019
0.1 28
0.711

MIKIMUK
3.73
5.50
7.a2
126
6150
1480
2.85
21.5
67.0
0.506
176
1.33
388
2.93
680
5.13
34.3
0.263
28.4
0.215
2.11
0.016
7.01
16.1
PLANT
MAXIMUM
- 6.10
8.00
S. 84
156
8910
2140
4.53
34.2
383
2.89
464
3.51
934
7.05
1530
11.5
176
1.33
106
0.797
8.41
0.064
7.38
17.0
RS
4 SAMPLES
                      221

-------
Table  78 . BOTTOM FISH  FILLET PROCESS

PARAMETER
PRODUCTION TCK/KR
PROCESS TIME HR/DA*
FLOW L/SEC
(GAL/MIK)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGAN IC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP OEG C

MEAN
1 .96
7.00
7.53
120
15700
3750
4.29
67.2
94.1
1.47
1 61
2.52
263
4.11
451
7.05
36.4
0.570
35.4
0.554
1 .58
0.025
7.26
16.1

STD DEV
0.362
—
0.490
7. 78
3890
934
1 .41
22.1
86.5
1.35
91.5
1.43
99.0
1 .55
214
3.35
8.38
0.131
12.4
0.195
0.257
0.004
. 0.037
—

MINIMUM
1 .70
6.00
7.18
114
12900
3090
3.30
51.6
33.0
0.516
96.4
1.51
193
3.02
299
4.68
30.5
0.477
26.6
0.417
1.40
0.022
7.23
—
PLANT
MAXIMUM
2.21
8.00
7.88
12S
18400
4410
5.29
82.8
155
2.43
226
3.53
333
5.21
602
9.42
42.3
0.663
44.2
0.692
1.76
0.028
7. .28
—
B9
2 SAMPLES
             222

-------
             Table 79 . BOTTOM FISH FILLET PROCESS
    PARAMETER


PRODUCTION TON/HR

PROCESS TIME HR/DAY

FLOW L/SEC
 (GAL/MIN)

FLOW RATIO L/KKG
       (GAL/TON)

SETT. SOLIDS ML/L
RATIO L/KKG

SCR. SOLIDS MG/L
RATIO KG/KKG

SUSP. SOLIDS MG/L
RATIO KG/KKG

5 DAY BOD MG/L
RATIO KG/KKG

COD MG/L
RATIO KG/KKG

GREASE & OIL MG/L
RATIO KG/KKG

ORGANIC-N MG/L
RATIO KG/KKG

AMMONIA-N MG/L
RATIO KG/KKG

PH

TEMP DEG C
MEAN
1.25
6.70
6.58
104
22700
5440
1.72
39.0
79.1
1.80
156
3.53
298
6.78
3.92
0.089
22.5
0.511
1.21
0,027
6,59
14.4
STD DEV
0.419
—
1.20
19.0
5910
1420.
0.814
18.5
21.4
0.487
8.07
0*183
89.8
2.04
—
7.72
0.175
0.362
0.008
0.262
2.73
MINIMUM
0.741
4.20
5.08
80.7
13800
3310
0.800
18.2
46.5
1.06
148
3.35
171
3.89
-._
12,8
0.290
0.622
0.014
6,10
10.8
MAXIMUM
1.88
9.30
9.14
145
31700
7610
2.92
66.4
124
2.82
164
3,72
492
11,2
—
39.0
0.886
1.90
0.043
7.00
18.8
PLANT B10
9 SAMPLES
                            223

-------
        Table  go .  BOTTOM FISH FILLET PROCESS
PARAMETER
MEAN
STD D1V    MIHIMUM    MAXIMUM
PRODUCTION TON/HR
PROCESS TIMS HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KRG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MK3/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG p
ORGAN IC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DSG C
1.08
7.08
1.50
23.8
5630
1350
3.63
20.5
_„
2«5
1.61
381
2.14
902
5.08
143
O.805
74.0
0.417
4.93
0.028
5.82
12.4
0.318
—«.
0.368
5.84
1420
340
1.78
10.0
_
96.9
0.546
—
334
1.88
-~
22.1
0.125
1.88
0.011
0.241
3.85
0.694
3.80
0.750
11,9
2150
516
1.33
7.49
—_
101
0.571
«-_ «
218
1.23
_—
32.0
0.180
1.55
0.009
5.40
7.10
1.89
9.20
2.51
39.8
9420
2260
8.38
47.2
mm.mm
490
2.76
— .
1560
8.81
—
118
0.666
10.4
0.058
7.16
17.5
                                           PLANT B11
                                           11  SAMPLES
                        224

-------
Table  81 .  BOTTOM FISH FILLET PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGARIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
1.40
6.60
1.58
25.1
4690
1120
4.78
22.4
— _
322
1.51
597
2.80
13OO
6.08
__
107
0.504
6.42
0.030
5.89
13.2
STD DEV
0.432
—
0.250
3.97
653
156
1»99
9.31
-„
70.6
0.331
—
407
1.91
— -
32.7
09153
2.58
0.012
0.222
3.65
MINIMUM
0.800
4.00
0.971
15.4
3500
838
1.87
8.78
~
184
0.865
— _
668
3.13
—
54.8
0.257
2.36
0.011
5.57
9.00
MAXIMUM
2.13
9.00
2,07
32.9
6300
1510
10.0
46.9
—
525
2.46
—
2160
10.1
—
16O
0.749
12.0
0.056
6.59
17.2
PLANT B12
7 SAMPLES
               225

-------
Tables  82,  83,  and 8ft summarize -the wast.ewat.er characteristics
from the mechanized plants  which  were  used  -to  determine  the
subcategory  average.  Figure 45 contains a normalized mechanized
bottom fish process plot for selected wastewater  parameters  for
each plant sampled.


Product material balance

The   production   levels   for  typical  whiting  processes  are
relatively high.  The average rate observed  at  the  two  plants
sampled  was  35  kkg/day  (38 tons/day).  Table 66 shows that the
food recovery is higher for the whiting than  other  ground  fish
since  only the head and viscera are removed.  The solid waste is
typically sent to reduction plants.

The production loads at  the  fish  flesh  process  observed  was
lower,   averaging  5.0  kkg/day   (5.5  tons/day),  however,  the
industry is expanding and it is predicted that production  levels
will  increase.   Typical  food  recovery  figures for fish flesh
operations using various species of bottom  fish  are  listed  in
Table 67.
Alaska Bottom Fish

The  halibut  is  the  most  significant bottom fish processed in
Alaska.  Two halibut processes in  urban  areas  of  Alaska  were
monitored  during July and August, 1973.  The sampling period was
in the  middle  of  the  season;  however,  the  operations  were
intermittent   due  to  a  poor  harvest.   Two  typical  halibut
processes  were  observed;  whole  freesing  and  fletching,  but
neither contributes a very high waste load.


Wastewater material balance •

Intake  water  was  obtained  from the municipal water system and
discharges were either to  municipal  sewer  systems  or  to  the
receiving water.

Table  68  shows  the  wastewater  balance  for  a  whole halibut
freezing operation.  The first unit operation is the grading  and
head  cutting  operation,  which  produces  a  minimal waste load
comprising about three percent of the total flow and  a  somewhat
larger  percentage  of  the  BOD and suspended solids loads.  One.
plant observed used no water for  this  operation.   The  washing
operation  is  handled in two different manners, and they produce
substantially different waste flows.  In one system, a continuous
spray washer is used, as well as spray hoses for the gut  cavity.
For  this,  the flow and waste-loads are rather large, comprising
about 80 percent of the total flow and 70  percent  of  the  BOD,
The  other method involves washing the fish in shallow tanks with
brushes.  This produces a  much  lower  flow,  but  higher  waste
                              226

-------
concentrations  such  that the waste load is similar to the other
method.  For both processes observed, the washdown  was  similar,
producing  about  20  percent  of the total flow and waste loads.
The waste flows from a halibut  fletching  process  are  minimal,
with  the  washdown  around  the trim table constituting about 80
percent of the total BOD load.  Table 85  and  86  summarize  the
wastewater characteristics for the two halibut processes sampled.


Productmaterialbalance

The  production  rates  at halibut processing plants can be quite
high.  The average production for the  whole  freezing  operation
was  33  kkg/day  (36 tons/day), while the average production for
the fletching operation was 5.6 kkg/day .(6.2 tons/day),.

Solid waste from the freezing operation is minimal since the only
non-food product is the heads which  are  often  used  for  bait.
There is no visceral waste since the fish are eviscerated at sea.
Solid  waste  from  the  fletching  operation is about 10 percent
which consists of the carcasses and heads which may be  used  for
bait or disposed to the receiving waters,

SARDINE CANNING PROCESS WASTEWATER CHARACTERISTICS

Two  sardine  canning  plants  were monitored during the month of
September, 1973.  Due to  the  declining  herring  fishery,  some
difficulty  was  encountered with raw product availability during
September, 1?73» hence the operations were intermittent and fewer
samples  were  obtained  than   originally   planned.    However,
additional  historical  data  -were /obtained  from  the Edward c.
Jordan Company, of Portland, Maine who conducted studies for  the
Maine  Sardine  Council  over  a  period from the fall of 1970 to
early 1971.


Wastewater Material Balance

Table 87 shows the wastewater  material  balance  for  a  typical
sardine  canning  plant.   Each  of  the plants sampled used city
water for in-plant processing.  Available surface water (salt  or
brackish)  was used to transport the fish from trucks or boats to
brine storage tanks.

Conveying fish to the packing tables was observed  to  contribute
18  to  62  percent of the water .  Another large source of waste
loading is the stickwater from  the  precooking  operation.   The
flow  is quite low, however, the BOD and suspended solid loadings
are significant.   A  very  great  reduction  in  BOD,  suspended
solids,  and  grease  and  oil  could  be  made  by  storing  the
stickwater from the precook operation and transporting  it  to  a
reduction  plant  for oil and solubles recovery.  The sample data
indicated that approximately 70 percent of the total  grease  and
                                227

-------
          Table  82 .  WHITING FREEZING PROCESS
PARAMETER
MEAN
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE fie OIL MG/L
RATIO KG/KW3
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEC C

7.10
8.76
17.2
274
10200
2450
8.77
89.6
1100
11.3
859
8.77
1160
11.8
2040
20.8
270
2.75
98.4
1.01
3.70
0.038
6.93
19.6

1.41
mmmm
2.51
39.8
3730
894
2.21
22.6
722
7.37
282
2.88
353
3,60
789
8.06
178
1.82
36.2
0.370
0.949
0.010
0.028
1.S8

4.00
5.00
14.9
237
7$06
1800
S.90
60.3
209
2.14
491
5.02
683
6.98
1200
12.3
107
1.09
52,2
0.533
2.01
0.020
6.91
17.8
PLANT
8.05
10.5
21.5
341
18100
4340
12.0
122
2140
21.9
1320
13.4
1820
18.6
3250
33.2
559
5.71
146
1.49
4.78
0,049
6.97
20.5
W1
7 SAMPLES
                       Z28

-------
Table  83 .  WHITING  FREEZING PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME 1R/DAY
FLOW L/SBC
(GAL/«Ifi>
PLOW RATIO L/KK6
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR« SOLIDS MG/L
1ATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAYPBOD MG/L
RATIO KG/KKG
COD MS/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-!? MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
4.71
3.15
19.3
307
16900
40SO
5.40
91.2
649
11.0
778
13.1
1010
17,0
2150
36.3
323
5.44
79.9
1.35
4.04
0.068
7.71
-_
STD DEV
1.13
—
2.16
34.4
3530
845
3.24
54.7
587
9.91
212
3.57
400
6.75
• 764
12.9
177
2.99
19.4
0.328
1.18
0.020
—
—
MINIMUM
3.60
2.30
16.1
255
13000
3120
1.77
29.9
234
3.95
492
8.31
434
7.32
974
16.4
104
1.76
53.2
0.899
2.94
0.050
—
—
MAXIMUM
6.27
4.80
21.7
344
21200
5090
8.30
140
1060
18.0
1040
17.6
1400
23.6
2760
46.6
494
8.34
99.7
1.68
5.37
0.091
—
—
PLANT W2
4 SAMPLES
              229

-------
Table  84. .   CROAKER FISH FLESH PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/ TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMHONIA-N MG/L
RATIO KG/KKG
PH
TEMP DIG C

MEAN
0.801
6.90
3.26
51.8
16700
4010
8.27
138
344
5.76
252
4.21
678
11.3
1210
20.3
91.3
1.53
124
2.08
4.84
0.081
7.23
21.6

STD DEV
0.119
—
1 .82
28.9
10700
2570
3.07
51.4
190
3.17
143
2.48
291
4.36
566
9.47
64.8
1 .08
47.1
0.788
2.00
0.033
0.191
1.33

MINIMUM
0.712
2.50
1.82
28.9
10200
2430
5.76
96.3
116
1.94
74.1
1.24
395
6.60
536
8.96
11.5
0.193
62.5
1.05
3.27
0.055
6.97
20.0
PLANT
MAXIMUM
0.937
8.00
6.45
102
35600
8530
13.0
217
575
9.62
468
7.83
1110
18.5
1980
33.1
187
3.13
175
2.93
8.30
0.139
7.75
23.3
CFC1
5 SAMPLES
                230

-------
Table  85 .  HALIBUT FREEZING PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KRS
COD liG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KMS
ORGA»IC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
7.64
4.76
13.1
208
85BO
2060
0.326
2.81
944
8.10
137
1.18
179
1.54
402
3.44
59.4
0.510
24.8
0.213
3.29
0.028
6.95
10.8
STD DEV
, 3.32
—
0,681
10.3
1920
460
0.259
2.22
321 '-"f" '
2.75
38.9
0.334
47.2
0,405
116
0.998
21 .8
0«187
13.7
0.117
1,58
0.014
0.057
0.282
MINIMUM
3.91
2.50
11.7
185
5610
1340
0.132
1.13
542
4.65
81.6
0.700
104
0.893
243
2.08
28.5
0.244
3.53
0.030
1.53
0.013
6.85
10.5
PLANT
MAXIMUM
13.2
9.50
14,0
222
10600
2540
1.03
8.87
1290
11,1
206
1.76
255
2.18
613
5.26
99.1
0.850
54.8
0.470
6.03
0.052
7.02
11.1
FRH1
9 SAMPLES
                231

-------
Table  86 ,    HALIBUT ELETCHING PBOdSSS
PARAMETER
PRODUCTION TON/HR'
PROCESS TIME HR/DAY
FLOW L/SSC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG ;
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L •
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG >-
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
1.13
5.50
0.756
12.0
2380
571
20.6
49.1
314
0.749
775
1.85
876
2 .09 "
1870
4.46
33.6
0.080
174
0.415
3.87
0.009
6,24
9.44

STD DEV
0.136
—
0.118
1.88
565
135
2.65
6.32
213
0.508
75.4
0.180
52.1
0.124
121
0.289
1.19
0.003
12.0
0.028
1.11
0.003
0.123
_i_

MINIMUM
1.00
2.50
0.684
1C. 9
2010
4S2
18.9
4;5.0
163
0.389
699
1.67
813
1 .94
1
1720
4.09
32.1
0.076
158
0.377
2.72
0.00%
6.13
—
PLANT
MAXIMUM
1.27
7.00
0.893
14.2
3040
729
23.8
. .56.8.
465
' - '.1.11"'
875
2 .08
928
2.21
2000
4.77
35.0
0.083
184
0.437
5.17
0.012
6.44
—
FFH1
3 SAMPLES
               232

-------
                      Table 87  .    Sardine canning process material balance

                              Wastewater Material Balance Summary
        Unit Operation

        a)  flume (boat to storage)
        b)  flume (brine tank
        c)  pre-cook can dump
        d)  can wash
        e)  retort
        f)jwashdown



•age)
:o table)





% of Total
Flow
14 - 46%
18 - 62%
<1 - 4%
3-4%
8 - 53%
1-10%

% of Total
BOD
12 - .28%
14 - 22%
28 - 67%
16 - 23%
1-2%
1-6%
                                                                    % of Total
                                                                   Susp. Solids
                                                                     11
                                                                     16
                                                                     14
                                                                      9
                                                                      1
                                                                      1
                       57%
                       30%
                       51%
                       10%
                        4%
                       12%
ro
Co
oo
Total effluent average
SA1, SA2, SA3, SA4
                                          7600 1/kkg
10 kg/kkg
7 kg/kkg
                               Product Material Balance Summary

                              End Products      % of Raw Product
                              Pood products
                                            30 - 60%
                              By-products
                               a)  heads and tails   35 - 65%
                                  (reduction or
                                  bait)
                               b)  scales             1' -  2%
                        Average Production Rate,  31 kkg/day (34 tons/day)

-------
oil is contained in the precook water for plants with essentially
dry transport systems to the packing tables.

A  comparison of waste loadings at plant SA2 with hiatorical data
at the same plant  before  a  conveyor  was  installed  gives  an
indication of the reduction in water use and waste loadings which
can  be  obtained  using  dry conveying.  This comparison shows a
reduction in water use by 63 percent, in BOD by 59  percent,  and
suspended  solids  by  77  percent.   These percentages appear to
present a larger reduction than could be obtained using the flume
loadings observed at other plants.   However,  it  does  indicate
that   the  use  of  dry  conveyors  can  reduce  the  water  use
significantly and the waste loads to  a  lesser  but  substantial
amount.

Wastewaters were generally discharged directly into iphe receiving
waters  at the plants sampled.  Construction was underway at some
plants to tie into municipal waste  treatment  facilities.   Most
plants  utilized some form of screening to remove the solid waste
materials prior to discharging.   One  plant  observed,  but  not
sampled  due  to  lack  of  fish  at  the  time,  has installed a
dissolved air flotation system for waste treatment  (see  section
VII) .  Tables 88 through 91 show summary statistics of the waste-
water  from  each  plant  sampled  or  where data were available.
Figure 50 presents a normalized sardine canning process plot  for
selected  wastewater  parameters.  The historical data for plants
SA2H, SA3 and SAft were already reduced to time  averages,  hence,
only  one  sample point is shown.  Each of these timf averages is
reported to have come from three to five daily composite  samples
(22) .


Product Material Balance

Table  87  shows  that  the  food  product  yield for the sardine
canning process can vary from a low of 30 percent to a high of 60
percent.  This wide range in yield is related to the size of fish
being canned.  Since the same size  can  is  often  utilized  for
various sizes of fish, more waste originates from the large fish,
which have a higher percent of the head and tail removed.

The  heads and tails that are removed are usually dry conveyed to
trucks which transport the waste to reduction  facilities.   Some
solid  waste  is  also  collected  by lobster fishermen for bait.
Scales, another by-product, are removed on  the  boats  prior  to
storage,  and  are  used  for  cosmetics, lacquers, and imitation
pearls.

Product rates varied from a low of 26 kkg/day (29 tons/day)  to  a
high of 35 kkg/day (39 tons/day) at the plants investigated.

HERRING FILLETING WASTEWATER CHARACTERISTICS
                              234

-------
        Table  88
   SARDINE CANNING PROCESS
PARAMETER
MEAN
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/HR
PROCESS TIME HR/DAY
PLOW L/SEC
(GAL/MIN)
PLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR* SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS M6/L
RATIO KG/KKS
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KW3
GREASE & OIL MG/L
RATIO KG/KKG
ORGAN IC-N MG/L
RATIO KG/KKG
AMMONIA-N MS/L
RATIO KG/KKG
PH
TEMP DEG C

6.51
5.34
3.94
62.6
2440
586
1.33
3.25
148
0.362
1590
3,88
4960
12.1
6930
16.9
1080
2.64
406
0.992
13.6
0.033
6.40
23.0
1.43
-»
0.656
10.4
452
108
0.658
1.61
133 '
0.325
656
1.60
1240
3.03
2310
5.66
571
1.40
109
0.266
2.71
0.007
0.138
1.45
4.17
3.30
2.68
42.5
1630
391
0.835
2.04
43.9
0.107
640
1.56
2190
5.35
2740
6.70
343
0.838
137
0.335
7.21
0.018
6.17
8.33
8.00
5.52
87.7
3640
872
3.33
8.14
327
0.800
3440
8.42
7190
17.6
13400
32.8
2780
6.80
629
1.54
20.0
0.049
6.83
22.0 23.9
PLANT SA1
8 SAMPLES
                       235

-------
Table 89 . SARDINE CANNING PROCESS
               (DRY CONVEYING)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MS/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DBG C

MEAN
4.07
5.77
7,79
124
7590
1820
2.53
19.2
21.1
0.160
264
2.01
664
5.04
1060
8.08
152
1.15
74.7
0.567
3.17
0.024
6.31
18.5

STO DEV
0.760
—
1.18
18.7
1130
271
1.85
14.1
—-
97.9
0.743
263
1.99
362
2.75
114
0.866
22.0
0.167
0.742
0.006
0.198
0.292

MINIMUM
3.20
4.00
6.93
110
6240
1500
0.392
2.98
••••
155
1.18
367
2.79
654
4.96
67.7
0.514
53,4
0.405
2.35
0.018
6.15
18.3
PLANT
MAXIMUM
4960
7.50
9e22
146
8300
1990
4009
31.1
«•«•>
355
2.70
875
6.65
1350
10.3
283
2.15
97.4
0.740
3.36
0.029
6.91
18.8
SA2
3 SAMPLES
             236

-------
              Table  .9.0 . SARDINE CANNING PROCESS
    PARAMETER
MEAN
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/HR       4961

PROCESS TIME HR/DAY     S.OO

FLOW I/SEC             11.1
 (GAL/MIN)            176

FLOW RATIO L/KKG     9550
       (GAL/TON)     2290

SETT. SOLIDS ML/L
RATIO L/KKG

SCR. SOLIDS MG/L
RATIO KG/KKG

SUSP. SOLIDS MG/L    1130
RATIO KG/KKG           10.8

5 DAY BOD MG/L       1040
RATIO KG/KKG            9*94

COD MG/L
RATIO KG/KKG

GREASE & OIL MG/L
RATIO KG/KKG

ORGANIC-N MG/L
RATIO KG/KKG

AMMONIA-N MG/L
RATIO KG/KKG           —

PH

TEMP DEG C
                                               PLANT SA2
                                               1  SAMPLE
                           237

-------
             Table 91  .   SARDINE CANNING PROCESS
    PARAMETER
MEAK
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/HR       4.S9

PROCESS TIME HR/DAY     6.00

FLOW L/SWC             13.5
 (GAL/MIK)            215

FLOW RATIO L/KKG    10800
       (GAL/TON)     2580

SETT. SOLIDS ML/L
RATIO L/KKG

SCR. SOLIDS MG/L
RATIO KG/KKG

SUSP. SOLIDS MG/L     943
RATIO KG/KKG           10.2

5 DAY BOD MG/L       1 1OO
RATIO KG/KKG     "      11.9

COD FG/L
RATIO KG/KKG

GREASE & OIL MG/L
RATIO KG/KKG

ORGAfllC-N MG/L
RATIO KG/KKG

AMMONIA-N MG/L
RATIO KG/KKG

PH

TEMP DEC C
                                              PLANT SA4
                                              1 SAMPLE
                          238

-------
Two  herring  filleting  plants were sampled during August, 1973,
one in New England and one in Alaska.   In  addition,  historical
data  were obtained from a plant operating in the maritime region
of Canada (26).  The sampling interval was  during  a  period  of
peak  production  for New England, however, due to a poor harvest
in 1973  and  bad  weather,  the  plants  were  operating  on  an
intermittent basis.  There were also breakdowns in the machinery,
which  was  quite  old  and  needed  considerable maintenance and
repair.  The sampling interval  in  Alaska  was  during  a  slack
season, therefore, only one day of operation was observed.


Wastewater Material Balance

City  water  was  used in both the New England and Alaskan plants
monitored.  Table 92 shows  the  sources  of  wastewater  from  a
herring  filleting  process.  The largest percentage of the total
flow and waste load is produced by the filleting machines and the
associated fluming.  The flow from each filleting machine is only
about 0 i*l I/sec (6 gpm) however the fluming  of  product  to  and
from the machine is much higher.  The bailwater, when a fish pump
unloading  operation is used, constitutes a relatively large flow
and waste  loading.   This  could  be  reduced  by  using  a  dry
unloading system.

Tables  93 through 95 summarize the wastewater characteristics of
three herring filleting processes.   The  plants  represented  by
codes  HF1,  HF2,  and  HF3  are  in  New England; New Brunswick,
Canada; and Alaska, respectively.  The waste loads are similar in
terms of BQD ;and suspended  solids.-  - The  flow  ratio  was  much
higher  at  BF3  because only a few fish were being processed and
the flow through.the filleting machine' is independent of the rate
that*'fish are being run  through.  - The  wastewater  at  the  New
England plant was screened' and discharged to the receiving water,
while the entire load was discharged in Alaska.


Product Material Balance

The  New  England  plant  is relatively large and was observed to
process an average of 78 kkg/day  (86 tons/day) of raw  fish  when
they  were  available.   Each filleting machine operated at about
1.4 kkg/hr  (1.5 tons/hr).

Table 92 shows percentages of food and  by-product  recovery  for
this  process.   The  food  product averages H2 to 45 percent but
varies with the season and the type of  filleting  machine  used.
During  the  spring  spawning  season  roe and milt are sometimes
collected.  This increases the food recovery by  about  three  to
five  percent.   The  rest  of  the solid waste is either sent to
reduction plants or discharged with the wastewater.


CLAMPROCESS mSTEWATER CHARACTERISTICS


                               239

-------
                      Table  92 .   Herring  filleting process material balance

                               Wastewater Material Balance Summary
        Unit Operation

        a)  process  water
        b)  bailwater
        c)  washdown
 % of Total
    Flow

     58%
     37%
% of Total
    BOD

    70%
    27%
     3%
 % of Total
Susp. Solids

     59%
     38%
      3%
PO
*»
O
        Total effluent average
        HF1
10,200 1/kkg
34 kg/kkg
                                Product Material Balance Summary
 23 kg/kkg
                               End Product
                               Food products
       % of Raw Product
           42 -  45%
                               By-product
                                a)  heads, viscera    55-   58%
                                   (for reduction)
                        Average Production Rate,  78 kkg/day (86 tons/day)

-------
Table  93 .  HERRING BILLETING PROCESS'
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
PLOW RATIO L/KKG 1
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR, SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MQ/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
12.9
6.67
33.5
532
Oi ^0
2460
14.5
148
—
2210
22 .6
3330
34.1
6220
63.7
597
6.11
434
4.45
21.3
0.219
6,91
21.7
STD DEV
2.15
- —
0.769
12,2
1050
253
5.03
51.5
—
439
4.50
775
7.94
1050
10,8
95.0
0.973
80.6
0.825
2.40
0,025
0.076
0.639
MINIMUM
10.7
3,50
32.6
518
9490
2270
10,1
103
—
1810
18.5
2560
26.2
5030
51.5
495
5.07
353
3.61
18.6
0.191
6.82
21.1
MAXIMUM
15.0
' 9.00
34.1
542
11400
2740
20.0
205
—
2680
27.4
4100
42.0
7010
71 4 8
683
7*00
514
5.26
23.3
0.239
6.97
22.1
                                  PLANT HP1
                                  3 SAMPLES
                241

-------
              Table 94 .  HERRING FILLETING PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAV
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
MEAN
4.72
6.67
5,57
88.4
4820
1150
STD DEV
1.22
-._
0.536
8.52
754
181
MINIMUM
3.63
4.00
5.03
79.8
4020
962
MAXIMUM
6.04
8.00
6.10
96.9
5510
1320
SETT. SOLIDS ML/L
RATIO L/KKG

SCR. SOLIDS MG/L
RATIO KG/KKG

SUSP. SOLIDS MG/L
RATIO KG/KKG

5 DAY BOD MG/L •
RATIO KG/KKG

COD MG/L
RATIO KG/KKG

GREASE & OIL MG/L
RATIO KG/KKG

ORGANIC-N MG/L
RATIO KG/KKG

AMMONIA-N MG/L
RATIO KG/KKG

PH

TEMP DEG C
4940
23.8
6280
•30.2
10000
43. 4
1190
5.73
3180
15.3
3400
16.4
3700
17.8
3520
16.9
7230
34.8
6080
29.3
9760
47.0
13800
66.6
                                              PLANT HF2
                                              3 SAMPLES
                            242

-------
           Table  95  .  HERRING FILLETING PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME BR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL. MG/L
RATIO KG/KKG
ORGANIC-N MG/L ;'
RATIO KG/KKG
MEAN STDrDEV MINIMUM" MAXIMUM
0.150 — J......— ,, 	 ' — •
2.00 --. -:>'• "--
1 .01 -
,,,16.0 '.... ' - — . • 	 :•. 	 •
2670.0 —
6400
2.00
53.4
255 - — > • — •'•-_-
6.81 .;• * ~ • • —
632" . ''-- .' ; ' ' —
.. ,1.6. .9 ,_.„-.,.. —
''1220' ' ' " — : ..,.-
32.6. _.. . '/-.- ., - - -- .. -. . —
2590 " ' "'"' -- . , — ' " —
' ' 7B5 "'"" — . .' . , — -/,"
21 .0 . — ' " ; ' — . '
: 102 •'•
"" ;. 2":*72'. :" ' '--:/ 1 . '. , —
AMMONIA-N MG/L
RATIO KG/KKG '

PH

TEMP DEC C
1.00
                                             PLANT HF3
                                             1  SAMPLE
                            243

-------
The wastewater characterization data  from  the  clam  processing
industry  are  organized  into mechanized shucking arid/or canning
operations and conventional hand shucking operations  because  of
the  different  methods  and  waste  loads  involved -.   Figure 55
presents  a  normalized  process  plot  of  selected   wastewater
parameters  for  the  conventional and mechanized clam processing
plants sampled during this study.


Mechanized Clam Process

Four mechanical clam shucking and/or canning  plants  were  moni-
tored  during  September  and  October, 1973, in the mid-Atlantic
region.  One conch shucking and canning process was also  sampled
in  conjunction  with  the  clam  processes.   Although clams are
harvested all year, the plants operate on an  intermittent  basis
since  the  clam  dredging  operation  is highly dependent on the
weather and roughness of the sea.


Wastewater material balance

The water supply for the clam plants was from fresh  water  wells
or  municipal  water  supplies.   Table  96  shows the wastewater
balance for a typical clam canning operation and  indicates  that
most of the flow and waste load is due to the washing operations.
Typically, large amounts of water are used to wash the product at
different  stages  in the process.  One plant (FCL3) used a total
of five  drum  washers,  although  two  were  more  common.   The
washdown  flow  was  also  considerable at some plants and ranged
from 22 percent to 45 percent at the plants observed.

Tables 97 and 98 summarize the characteristics of the  wastewater.
from  the  mechanized  clam  plants  utilized for the subcategory
summary.  The waste loads and flows are quite variable due to the
various combinations of unit  operations  which  are  used.   The
plant   represented  by  code  FCL1  had  a  mechanized  shucking
operation but did not debelly and shipped the  clams  to  another
plant  for  further  processing.   Therefore, the flows and loads
were much lower since the debellying and subsequent washing is  a
major unit operation in the clam process.  Plants FCt2, FCL3, and
CCL2  all  produced  a  clam  product  with  the bellies removed.
Plants FCL2 and FCL3 removed the bellies mechanically while plant
.CCL2 used a manual debellying line.  The flows and waste loads at
plant FCL3 are higher due to the fact that  considerable  washing
of  the  product is done and also because the clams are opened by
steam cooking and the, clam juice  is  condensed  by  evaporators.
Code  CCLl  represents  a process which received preshucked clams
from othe.r plants and then washed and canned them.   Since  there
was no shucking operation, this process had lower flows and waste
loads.   The  tables indicate that the waste flows and loads from
the mechanized clam operations are substantial and  on  the  same
order of magnitude as from the canned fish operations.
                             244

-------
             Table 96  .   Surf clam canning process material balance

                      Wastewater Material Balance Summary
Unit Operation

a) iron man
b) first washer
c) first skimming table
d) second washer
e) second skimming table
f) washdown
                                  % of Total
                                     Plow
                                      35%
                                      15%
                                      33%
                                   % of Total
                                       BOD
                                       31%
                                       24%
                                       32%
                                       13%
                 % of Total
                Susp. Solids
                     52%
                     25%
                     15%
                      8%
Total effluent average
CCL2
                 21,000 1/kkg
13 kg/kkg
                                                                    5.2 kg/kkg
                       Product Material Balance Summary
                      End Products

                      Pood products

                      By-products
                       a) shell

                      Wastes '
                       a) belly
                         .% of Raw Product

                             10 - 15%


                             75 - 80%'
                              7-10%

Average Production Rate,  38 kkg/day   (41 tons/day)

-------
Table 97 .  SURF CLAM MEAT PROCESS
            (MECHANICALLY-SHUCKED)
PARAMETER
PRODUCTION TCW/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN}
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/RKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGAMC-N MG/L
RATIO KG/KKG
AMMONIA-4I MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
4.89
7.50
12.4
197
9570
2290
3.29
31.5
201
1.92
297
2.84
1280
12.2
1460
14.0
24.5
0.235
167
1.60
6.16
0.059
7.04
22.5

STD DEV
0.768
— .
1.89
30,1
1210
289
1 .48
14.2
190
1,82
164
1.56
256
2.45
425
4.07
7.09
0.068
44.7
0.428
1.13
0.011
0.060
1.33

MINIMUM
3.88
—
10.1
161
7900
1890
2.11
20,2
78.1
0,747
157
1.50
993
9.50
1050
10.0
15.8
0.151
124
1.18
5.25
0.050
6.97
21.6
PLANT
MAXIMUM
5.75
—
14.6
231
10900
2610
5.55
53.1
486
4,65
549
5.26
1590
15.2
2100
20.1
32.3
0.309
224
2.14
7.06
0.068
7.14
23.9
FCL2
4 SAMPLES

-------
Table 98 . S°R? CI^M «SAT PROCESS
           (MEGHANICALLY-S HOCKED)
PARAMETER
PRODUCTION TOR/HR
PROCESS TIME HR/DAY
FLOW L/SEC
CGAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GR1ASB & OIL MG/L
RATIO KG/KKG
ORGAN IC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH _' . "' 'P ; "
TEMP DBG C

MEAN
12.0
7.10
1 22
1940
39900
9570
4.09
163
-.. ,•' ——
356
14.2
719
1380
55.0
0^905
- 89.8
«> •- 3.59 '
0*1 52
' " 6. 10
36 .4

STD DEV
•• ••'--
— •'
14.8
235
4960
11 90
1.02
40.6
—
• 127 '
5.06
215
8.57
772
30.8
6.93
0.277
29.6
-*•''•••"* -.36
0.054
'0,238
*•--'• 3.31

MINIMUM
-- •• ^.-— •
6.50
97.0
1540
31 000
7430
2.32
92.6
— • • .
179
7.13
341
13.6
633
25.3
13.0
0.517
53.5
2.14
2.28
0.091
5.78
33.9
PLAHT
MAXIMUM
_-
7.50
134
2130
44300
10600
4.94
197
—
534
21.3
980
39.1
2740
109
33.9
1.35
135
5.38
6.09
0.243
6.74
38.5
FCL3
5 SAMPLES
              247

-------
The  wastewaters  are  commonly  discharged!  to receiving waters;
however, some discharged  to  municipal  systems  and  one  plant
located  a few miles inland was using a spray irrigation disposal
system,  some plants use grit chambers to remove sand  and  shell
particles  and one plant (FCL3) screened their effluent through a
tangential screen before discharge.


Product material balance

The production rates at the plants monitored  were  variable  and
depended  to a large degree on the combination of unit operations
employed.  The plant which shucked but did  not  debelly  (FCLl),
handled  a  large  volume  of  clam;f  averaging 117 kkg/day (162
tons/day) ,  The ratio between the weight of clams in the shell to
clams before debellying  is  about  four  to  one.   The  average
production  at  plants  which shucked and dlebellied the clams was
about 50 kkg/day (55 tons/day).  The final food  product  without
the bellies is about 10 to 15 percent of the weight in the shell.
The  clam  bellies are sometimes used for bait or animal food but
are often discharged to the receiving waters  or  ground  up  and
discharged  to  the  municipal  sewer  system.   Clam  shells are
generally used for fill or road beds  but  are •sometimes ' barged
back to the clam beds.

ConventionalClam_Process

Three  conventional  hand  shucking clam processes were monitored
during September, 1973, in the mid-Atlantic region.   The  plants
operate  all  year  on  an  intermittent basis.  The conventional
plants are generally smaller than the mechanized plants.


Wastewater material balance

The hand  shucked  clam  plants  are  usually  located  in  rural
communities  or  areas and obtain water from domestic supplies or
fresh water wells.   Table 99 shows that most of  the  waste  flow
and  loads  come  from  the washing operations after shucking and
debellying.

It can be seen that the flows and loads are  much  lower*  except
for  5-day  BOD  versus  suspended solids, from the hand shucking
operation than from the  mechanized  operations.    The  suspended
solids  parameter is hard to sample accurately, especially during
washdowns,  since  the  concentration  of  fine  sand  fluctuates
greatly  at  the beginning of the period.,  Tables 100 through 102
summarize the characteristics of the was-;ewater. from each of  the
three  plants  monitore<|.  The wastewater is generally discharged
to the receiving water with no treatment.


Product material balance
                              248

-------
  Table  W .  Hand shucked clam process material balance.
            Wastewater Material Balance Summary
Unit Operation
a) first and
washers
b) washdown
second

1 of Total
Flow
83-92
8-17
% of Total
BOD
65-97
3-34
% of Total
Susp. Solids
10-96
4-89
Total effluent average 5100 1/kkg  5.3 kg/kkg      12 kg/kkg
Average production rate:  20 kkg/day (22 tons/day).
                              249

-------
             Table  1°° . CLAM PRBSH/FROZ1N PROCESS
                              (HAND-SHUCKED)
    PARAMETER


PRODUCTION TON/HR

PROCESS TIME HR/DAY

FLOW L/SEC
 (GAL/MIN)

FLOW RATIO L/KKG
       (GAL/TON)

SETT. SOLIDS ML/L
RATIO L/KKG

SCR. SOLIDS MG/L
RATIO KG/KKG

SUSP. SOLIDS MG/L
RATIO KG/KKG

5 DAY BOD MG/L
RATIO KG/KKG

COD MG/L,
RATIO KG/KKG

GREASE & OIL MG/L
RATIO KG/KKG

ORGANIC-H MG/L
RATIO KG/KKG

AMMONIA-N MG/L
RATIO KG/KKG

PH

TEMP DBG C
 MEAN


   4.08

   6.00

   7.64
 121

7440
1780

   8.04
  59.8

 547
   4.06

 581
   4.32

 843
   6.27

1.410
  10.5

  37.4
   0.278

 138
   1.03

   5.18
   0.039

   6.91

  19,5
STD DEV
MINIMUM
MAXIMUM
                                              PLANT BCL*
                                              1 SAMPLE
                             250

-------
Table  101 .  ciAM PRESS/FROZEN PROCESS
                 (HAND-SHUCKED)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
PLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KHS
SCR. SOLIDS MG/L
RATIO KG/KRS
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-!! MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
6.53
5.50
3.59
57.0
2280
546
10.0
22.9
2460
5.60
6660
15.2
2680
6.11
4060
9.24
52.2
0.119
421
0.960
8.00
0.018
7.04
18.6
STD DEV
1.21
—
0.657
10.4
771
185
6.57
15.0
1920
4.37
3100
7.06
1070
2.43
1530
3.49
26.8
0.061
164
0.374
3.41
0.008
0.111
1.10
MINIMUM
4.78
2.50
2.65
42.0
1480
355
1.73
3.94
649
1.48
3990
9.09
1670
3.80
2600
5.92
25.7
0.059
258
0.589
5.60
0.013
6.93
17.8
MAXIMUM
7.48
8.00
4.10
65.0
3330
799
15.9
36.3
5150
11,7
10600
24.2
4180
9.52
6210
14.1
80.6
0.184
648
1.48
12.9
0.029
7.20
19.8
PLANT HCL2
4 SAMPLES
               251

-------
              Table 102    CUM PRESS/FROZEN PROCESS
                               (HAND-SHUCKED)
    PARAMETER         MEAN


PRODUCTION TON/HR       3.43

PROCESS TIME HR/DAY     2.30

PLOW L/SEC              4.85
 (GAL/MIN)             77.1

PLOW RATIO L/KKG     5610
       (GAL/TON)     1350

SETT. SOLIDS ML/L       3.01
RATIO L/KKG            16.9

SCR. SOLIDS MG/L      273
RATIO KG/KKG            1.53

SUSP. SOLIDS MG/L    2910
RATIO KG/KKG           16,4

5 DAY BOD MG/L        632
RATIO KG/KKG            3.55

COD MG/L              958
RATIO KG/KKG            5.38

GREASE & OIL MG/L      16.4
RATIO KG/KKG            0.092

ORGANIC-N MG/L        102
RATIO KG/KKG            0.574

AMMONIA-N MG/L          3.51
RATIO KG/KKG            0.020

PH                      7.02

TEMP DEG C             ~
STD DEV
MINIMUM
MAXIMUM
                                              PLANT HCL3
                                              1 SAMPLE
                             252

-------
The production rates at the three plants sampled  averaged  about
20  kkg/day  (22  tons/day)  which was about half the rate of the
mechanized plants and ranged from 7 kkg/day (8  tons/day)  to  33
kkg/day  (36  tons/day).  The yield of food product from the hand
shucked plants is similar to the mechanized  plants.   The  final
product  is  shipped  to other plants for further processing into
canned clams or chowder.
OYSTER PROCESS WASTEWATER CHARACTERISTICS

The wastewater characterization data from the  oyster  processing
industry   is   organized   into  mechanical  steamed  or  canned
operations and conventional hand shucking operations  because  of
the  different  methods  and  waste  loads  involved.   Figure 58
presents  a  normalized  process  plot  of  selected   wastewater
parameters  for  the  fresh/frozen,  steamed,  or  canned  oyster
processing plants sampled during this study.


Steamed or canned Oysters

Two steamed oyster processes in the mid-Atlantic region  and  two
canned  oyster  processes  in the Northwest were monitored during
September and October, 1973.  The two  steamed  oyster  processes
and  one  canned oyster process were similar, in that shucking of
the oysters was facilitated by steaming the oyster to loosen  the
meat from the shell.  The other canned oyster process used pieces
of  meat  from  hand  shucking operations and then canned them as
oyster stew.  There was soine difficulty encountered sampling  one
of  the  steamed  oyster  plants   (SO2)  becuase  of the numerous
discharge points.

Historical  Gulf  Coast  Oyster  canning  data,  plant  SOU,  was
obtained  from the American Shrimp Canners Association.  The Gulf
Coast process includes  an  external  wash  of  the  raw  oyster,
steaming  in  the shell, mechanical shucking, and brine flotation
for separation of the oysters from the shells.

Wastewater material balance

The two plants on the East Coast were located  in  small  commun-
ities  and  obtained water from domestic supplies.  The plants on
the West Coast were located in  more  rural  areas  and  obtained
their water from wells.

Table  103  shows  the  wastewater  balance for a typical steamed
oyster process.  It is observed that a large portion of the  flow
and  load is caused by the washdown at these plants.  The largest
flow comes from the culler and shocker which is used to clean and
partially open the shell before steam cooking| however,  the  BOD
load is relatively small.
                               253

-------
                         Table 103 *   Steamed oyster process material balance

                               Wastewater Material Balance Summary


                                            % of Total      % of Total        % of Total
          UnitOperation                      • Flow             BOD          Susp. Solids

          a)  belt washer                        11%             10%               63%
          b)  shocker                            43%              9%               26%
          c)  shucker                            15%             11%                1%
          d)  blow tanks  '                       7%              6%               <1%
          e)  washdown                         "  23%             64%               10%

ro
en
**         Total effluent average
          S02                              66,500 1/kkg      30 kg/kkg        137 kg/kkg


                         Average  Production Rate, 6.8 kkg/day (7.5 tons/day)
                         {production for the oyster processes is measured in
                         terms of final product)

-------
Tables  10**  through  107  summarize  the  characteristics of the
wastewater from the steamed or canned  oyster  plants  which  are
included in the subeategory summary.  Codes SOI and SO2 represent
the two East Coast steamed oyster plants.  The waste loads appear
to  be  higher  at sol.  This could be caused by the higher water
use or sampling problems caused by the numerous outfalls at  SO2.
The  results  from  plant  SOI  are  considered  to  be  the most
accurate.  Code COl represents a canned  oyster  process  on  the
West  Coast  which  is similar to the East Coast operation except
that the oyster meat is removed from  the  shell  manually  after
steaming  and  is  then  canned and retorted.  The waste load, in
terms of BOD, is about the same or a little higher than from  the
East Coast operations.  The suspended solids is much lower at the
West  Coast  plant as the shells are typically washed before they
enter the plant.  Code CO2 represents an oyster stew  process  on
the  West  Coast.  This process uses pieces of broken oyster from
hand  shucking  operations  which  are  not  desirable  for   the
fresh/frozen market.  The wastes are lower since the process does
not  include  a  shucking  operation.  Wastewater from the oyster
plants are typically discharged directly to the receiving  water,
Table  107 summarizes the characteristics of the waste water from
the Gulf Coast oyster canning operation.


Product material balance

Production rates at the East Coast steamed oyster plants averaged
7.0  kkg/day  (7.7  tons/day)  of   finished   product.    Oyster
production  is  usually  measured in terms of final product since
the ratio between raw and final product is quite variable due  to
loose  or  empty  shells.   The production rate at the West Coast.
oyster canning plants averaged 1,<4 kkg/day (1.5 tons/day) for the
canning operation and 3.2 kkg/day (3.5  tons/day)   for  the  stew
operation.   The  stew  operation,  however, is usually done only
once a week  after  the  oyster  pieces  have  accumulated  to  a
sufficient amount.
Hand Shucked Oysters

Six hand shucked oyster processes in the mid-Atlantic region were
monitored  during  September  and  October,  1973  and  four hand
shucked oyster processes in the Northwest were  monitored  during
October  and  November,  1973.   In general, there was no problem
with the availability of product in  either  region  during  this
period.  Processes of all size ranges, from those employing a few
shuckers  to  those  with  a  capacity  of over 100 shuckers were
sampled.  Regardless of  size,  the  processes  are  similar  and
relatively easy to sample.


Wastewater material balance
                                    255

-------
                       Table 104*   Hand shucked oyster process material balance

                                              East Coast

                                 Wastewater Material Balance Summary
                                             % 'of Total
          Unit Operation

          a) blow tank
          b) washdown
  71 - 94%
   6 - 29%
% of Total
    BOD

 81 - 94%
  6 - 19%
 % of Total
Susp. Solids

  11 - 58%
  42 - 89%
po
Ol
01
          Total effluent  average
37.000 1/kkg
                                              West Coast
 14 kg/kkg
  11 kg/kkg
          Unit Operation

          a) blow tank
          b) washdown
 % of Total
    Flow

  45 - 68%
  32 - 55%
% of Total
    BOD

 83 - 95%
  5 - 17%
 % of Total
Susp. Solids

  24 - 75%
  25 - 76%
          Total effluent average
41,000 1/kkg
 25 kg/kkg
  26 kg/kkg
                     (Production for the oyster processes is measured in terms of final product)

-------
Table .105 .  OYSTER STEAM PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW I/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/ TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-*! MG/L
RATIO KG/KKG
AMMOUIA-N KG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN-"
0.956
7.18
15.4
244
85400
20500
7.14
61 0
2460
210
1570
134
546
46.7
903
77,2
16.9
1 .44
54.7
4.67
2.54
0.217
7.07
20,1

• STD DEV
0 .480
..
1.86
29.5
29600
7100
2. ,57
219
2260
1 S3
1 180
101
401
34.3
593
50.7
9.32
0.797
40.1
3 .4,2 :
1 .17
0.100
0.116
1.74

, MINIMUM "
0.418
5.50
11.9
190
48500
1 1600
3.29
281
420
, 35.8
714
61 .0
200
17.0
355
30.3
6.70
0.572
17.4
1 .49
0.984
0.084
6.94
18.2
PLANT
MAXIMUM
1 , 60
9.30
17.3
275
1 24000
29800
10.4
891
5620
480
3380
289
919
•.'"• 78,5 ,
1640
140
31 .8
2.72
101
8.64
4.06
0.347
7.35
21 .6
SOI
5 SAMPLES
               257

-------
Table  106.  OYSTER STEAM PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME KR/DAY
FLOW Tj SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGAN IC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH v .
TEMP DEG C

MEAN
0.920
8.19
13.9
220
66500
15900
11.7
781
2910
193
2060
137
448
29.8
&26
61 ,6
19.0
1 .26
52.8
3.51
2.93
0.195
7.07
19.8

STD DEV
0.125
—
0.581
9.22
9610
2300
4.05
269
637
42.4
860
57.2
59.7
3.97
172
11.4
5.41
0.360
9.93
0.661
0.875
0.058
0.087
0.786

MINIMUM
0.675
8.00
13,4
213
58400
14000
7.92
527
2040
136
835
55.6
392
26.1
688
45.8
13.9
0.928
40.0
2.66
2.15
0.143
6.92
18.8
PLANT
MAXIMUM
1 .04
8.80
15.0
239
85600
20500
18.8
1250
4070
271
3640
242
570
37.9
1260
83.9-
29.9'
1.99
71.1
4.73
4.29
0.285
7.16
20.8
S02
7 SAMPLES
               258

-------
                        TABLE 107
                   OYSTER STEAM PROCESS
Parameter                                    Mean
Production         tons/hr                      0.26
Flow               I/sec                       10.6
                   gal/min                    168
Flow Ratio         1/kkg                  167,000
                   gal/ton                 39,990
Total Susp. Solids mg/1                       656
                   kg/kkg                     203
5 day BOD          mg/1                       693
                   kg/kkg                     165
COD                mg/1                      1090
                   kg/kkg                     204
Grease & Oil       mg/1                         9
                   kg/kkg                       1.8
pH                                              7.2
                                     (Plant SOV)
                                      3 samples
                             259

-------
The  plants on the East, coast obtained water either from domestic
supplies or from wells, while the plants on the  West  coast  ob-
tainec? their water from wells.

Table  10W shows the wastewater balance for typical East and West
Coast hand shucked oyster processes.  It can be seen that the two
main sources of water are the blow tanks and the washdowns.   The
blow  tanks, which are used to wash and add water to the product,
are the major sources of wastewater and BOD loads.  The washdowns
can be a major source of suspended solids due to the fine  pieces
of sand which are on or in the oyster shells.

Tables 108 through 116 summarize the characteristics of the waste
loads  from  the  hand  shucked  oyster  plants - included  in the
subcategory summary,  codes  HSOl  through  HSO6  represent  East
Coast  plants  while codes HSO8 through HSll represent West Coast
plants.                   ;

In general, the wastewater loads were higher at  the  West  Coast
plants  than  the East Coast plants.  The reason for this appears
to be due to the difference in the type of oysters processed  and
the  flows  used.  The West Coast plants typically use more water
in washing the product than the  Eash  Coast  plants.   The  West
Coast  oyster  is  also  larger  and tends 'to break easier during
handling.  One plant on the East Coast (HSO5) breaded the oysters
after shucking.  This operation was found to contribute about  50
percent  of the BOD load at that plant; however, the overall load
was about average due to good water conservation practices.   The
wastewater  from  hand shucked oyster processes is typically dis-
charged directly to the receiving water.


Product material balance

The average production rate of the last coast plants sampled  was
800  kg/day {1800 Ibs/day) of final product; however, there was a
wide range of from about 250 kg/day (5ftO Ibs/day)  to 2100  kg/day
(4500  Ibs/day).   The  West- Coast  plants  observed  had higher
production rates averaging about 1100 kg/day (2500 Ibs/day) .  All
oyster production volumes or rates are in terms of final product,
since the input shell weight  to  final  product  weight  is  too
variable for accurate measurements.

Scallop Freezing Process Wastewater Characteristics


Two  scallop  freezing  processes were monitored in Alaska during
July and August of 1973.  Although this was about the  middle  of
an   average   scallop   harvest   season,  some  difficulty  was
experienced in obtaining samples due to intermittent processing.

Wastewater material balance
                             260

-------
Both plants sampled used  chlorinated  municipal  water  sources,
derived  from  reservoirs  and  deep  wells.  The only wastewater
produced was  in  the  washing  operation?  however*  each  plant
sampled  had  a  different  method.   Plant  SP1 used a two stage
continuous flow washing system in which a large volume  of  fresh
water  was  used.   Plant SP2 used a non-flowing brine tank which
was dumped approximately every eight hours.

Tables 117 and 118 summarize the wast©water  characteristics  for
each  plant  sampled.   It can be seen that, although the flow is
much higher for SP1, the BOD  loads  were  similar  for  the  two
processes and relatively low compared to other seafood processing
operations«

The  effluent  was discharged to the receiving water at one plant
and to the .municipal sewer' system at the:other plant.


Product material balance

Production rates for the two plants were similar, averaging about
9 kkg/day (10 tons/day) of finished  product.   Production  rates
for the scallops were recorded in terms of finished product since
they are shelled and eviscerated at sea.  The yield is nearly 100
percent  since  the only wastes produced are small scallop pieces
not suitable for freezing, solid waste removed during inspection,
and small amounts of dissolved organic matter.
FRESH/FROZEN ABALONS PROCESS W&STEWATER CHARACTERISTICS

Three abalone processors in 'Southern  California  were  monitored'
during  the  month of October, 1973, which is a period of average
production.  All of  the  plants  were  located  in  metropolitan
areas,  utilized  domestic  water  supplies,  and  discharged the
effluent to the municipal treatment plant.


Wastewater .Material,...Balance                            .  -

Table 119 shows that the primary source of wastewater is from the
processing area and consists of various small flows used to  keep
'the  area  clean,   These small flows may be either continuous or
intermittent at the discretion of the plant personnel.  The  flat
surfaces  of  the  processing  table and the slicing machines are
periodically cleansed to facilitate handling as well as to . rinse
away  accumulated  wastes.  Washwater that is used to cleanse the
foot muscle prior to trimming was handled differently in each  of
the  three  plants  sampled.   The  largest  plant, ABlf utilized
recirculated washwater which was dumped twice a day.   Plant  AB2
used  a  system  which recirculated the washwater during a single
wash  cycle  and  then  discharged  it,  and  plant  AB3  used  a
continuous  flow  of  water  through the washing mechanism during
each wash cycle.


                                 261

-------
Table  108. o*SIER-FRESE/FROZEN PROCESS
PARAMETER
PRODUCTION 1ON/HR
PROCESS TIKE HR/DAY
FLOW I/SEC
(GAL/MIN)
FLOW RATIO I/KKG
(GAL/TON)
SETT. SOLIDS Ml/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L .
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMOKIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
0.282
7.33
2.29
36.4
36600
8780
1.77
64.8
222
8.14
304
11.2
302
.11 .1
569
20.9
15.1
0.552
52.9
1.94
2.63
0.096
7.07
15.6
STD DEV
0.090
—
0.596
9.47
3990
956
—
3.95
0.145
20.3
0.746
85.2
3.12
120
4.40
3.97
0.145
10.4
0.381
0.152
0.006
0.042
—
MINIMUM
0.213
6.00
1.66
26.4
34200
8200
„_
218
7.97
286
10.5
243
8.89
496
18.2
10.5
0.385
45.2
1.66
2.47
0.090
7.05
—
MAXIMUM
0.383
8.00
2.85
45.2
41200
9890
—
225
8.25
326
12.0
399
14.6
708
25. rf
17.7
0.648
64.7
2.37
2.77
0.102
7.13
—
PLANT HSO2
3 SAMPLES
             262

-------
Table
OYSTER FRESH/ FROZEN PROCFSS
       (HAND-SHOCKED)
PARAMETER
PRODUCTION TON/BR
PROCESS TIME BR/DAY
FLOW I/ SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/ TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 BAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PE
TEMP DEG C

MEAN
0.139
5.70
0.831
13.2
24500
5870
2.82
69.1
319
7.61
437
10.7
346
8.46
699
17.1
20.0
0.490
63.8
1.56
3.28
0.080
7.10
15.6

STD DEV
0.017
— .
0.219
3.47
3800
911
0.193
4.71
3.07
0.075
20.9
0.511
66.2
1.62
166
4.05
3.80
0.093
14.4
0.353
0.452
0.011
0.076
_—

MINIMUM
0.125
4.30
0.650
10.3
21000
5040
2.65
64.8
317
7.77
414
10.1
261
6.39
472
11 .6
14.4
0.353
43,9
1.07
7,85
0.070
7.01
—
PLANT
MAXIMUM
0.163
8.00
1.14
18.1
29800
7140
3.03
74.2
323
7.90
464
11.4
404
9.89
856
21 .0
22.6
0.554
77.4
1 .90
3.92
0.096
7.17
—
HS03
4 SAMPLES
     263

-------
Table 11Q   OYSTER FRESH/FROZEN  PROCESS
                   (HAND-SHUCKED)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/S1C
(GAL/MIN)
FLOW RATIO L/KKG 1
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L '
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
0.109
5,40
3.12
49.6
12000
26800
0.867
96.8
87.5
9.77
203
22.7
256
28.8
572
63.8
15.4
1.72
51.6
5.76
1.98
0.221
7.10
19.8

STD DEV
0.029
.._
1.28
20.3
32900
7880
—
7.98
0.891
126
14.0
51.4
5.74
73.0
8.14
5.11
0.571
8.21
0.916
0.817
0.091
0.112
0.795

MINIMUM
0.091
5.00
1 .35
21,4
56800
13600
—
77.1
8.60
139
15.5
187
20.9
474
52.9
7,26
0.810
42.3
4.72
1.02
0.114
7.00
18.7
PLANT
MAXIMUM
0.160
6.50
4.88
77.4
1 39000
33300
—
98.3
11.0
427
47.7
330
36.8
670
74.7
20.6
2.30
60.7
6.78
3.18
0.355
7.39
20.7
HSO4
5 SAMPLES
               264

-------
Table
OYSTER FRESH/ FROZEN PROCESS
       (HAND-SHOCKED)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIS)
FLOW RATIO L/KKG
(GAI*/TON)
SETT. SOLIDS ML/L
RATI5 L/KKG
.SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGASIC-N MG/L
RATIO KG/KKG
AMMONIA-H MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
0.147
7.47
1 .31
20.8
36900
8850
1.77
65.5
217
8.01
308
11.3
.372
13.7
68O
25.1
16.4
0.605
42.0
1.55
2.36
0.087
7.10
17.7

STB rev
0.011
—
0.22S
3.62
6840
1640
—
7.71
0.284
15.8
0.584
91.2
3.36
182
6.73
2,77
0.102
15,4
0.568
0.323
0.012
0.074
0.799

MINIMUM
0.133
7.30
0,854
13.6
24000
5760
__
209
7.71
293
10.8
263
9.72
459
17.0
11.9
0.439
22.8
0.843
1 .89
0.070
7.00
16.9
PLANT
MAXIMUM
0.160
7.50
1 .56
24.8
46900
1 1 200
— _
224
8.28
332
12.2
511
18.9
924
34.1
19.4
0.715
66.8
2.46
2.80
0.103
7.29
18.6
HSCS
7 SAMPLES
    265

-------
          TABLE 112
OYSTER FRESH/FROZEN  PROCESS
       (HANO-SHUCKED)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIOS HL/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. S3LIQS HG/L
RATIO KG/KKG
5 DAY 830 MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE < OIL MG/L
RATIO KG/KKG
ORGANIC-N HG/L
RATIO KG/KKG
AMMONIA-N HG/L
RATIO KG/KKG
PH
TEMP DEC C
MEAN
0.055
5.14
0.90*
14.4
67800
16300
1.94
131
317
21.5
315
. 21.3
263
17,9
488
33.1
13.7
0.928
37.2
2.52
2.41
0*163
7. 10
17,2
STD OEV
0.010
—
0.186
2.95
8160
1960
0.804
54.5
107
7.23
17.5
1.19
90.2
6.12
172
11.7
3.66
0.249
15.1
1.02
0.563
0.038
0.049
0.558
MINIMUM
0.040
4*00
0*730
11*6
52300
12500
1.34
91*2
202
13,7
291
19.8
159
10,8
280
19.0
9.01
0.612
22.1
1.50
1.78
0*121
7.05
16,7
MAXIMUM
0.067
6*00
1*16
Id. 3
75600
18100
2.53
172
534
36.2
337
22*6
424
28*8
789
53.5
20,8
1.41
63.0
4,27
3.26
0.221
7.21
17,8
PLANT HS06
7 SAMPLES
            266

-------
       Table  113.  OYSTER FRESS/FROZEN  PROCESS
                          (HAND SHUCKED)
PARAMETER
MEAN
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
PLOW RATIO L/KKG
(GAL/TON)
SETT, SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MS/L
RAf IO KG/KKG
SUSP. SOLIDS M6/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD M6/L
RATIO KG/KKG
GRBAS1 & OIL MG/L
RATIO KG/KKG
ORGANIC-* MG/L
RATIO KG/KKG
AMMONI&-N MG/L
RATIO KG/KKG
PH
TSMP DIG C

0*153
7.50
2.23
35,4
56400
13500
2.05
116
124
7,01
618
34,8
406
22.9
729
41.2
30.1
1.7O
63.2
3,57
1.81
0.102
6.66
10.OO

0.011
—
0.090
1.43
697
167
0.281
15.9
26.1
1.47
27.6
1.56
52.5
2.96
87.8
4.95
6,12
0.345
8.59
0.484
0.414
0.023
0.052
mmm*

0.138
5.50
2.12
33.7
5S800
13400
1.75
98.5
104
5,89
583
32,9
330
18.6
608
34.3
25.3
1.43
51.5
2.90
1.43
0.081
6.60
—
PLANT
0.164
8.00
2.33
37.0
57400
13800
2.36
133
168
9.48
650
36.7
476
26.9
848
47.9
38.5
2.17
74.6
4.21
2.46
0.139
6.73
— .
HSO8
5 SAMPLES
                        267

-------
       Table  114.  OYSTER JRBS^fRQZEN PROCESS
                          (BAUD SHUCKED)
PARAMETER
MEAN
STD DBV
MINIMUM
MAXIMUM
PRODUCTION Ttm/m
PROCESS TIME HR/JJAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(OAL/TOH)
SETT. SOLIDS ML/L
RATIO L/KKS
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKS
COD M6/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KW5
ORGAN1C-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEO C
0.380
4.75
2.72
43.2
28700
6880
2.18
62.6
312
8.96
490
14.1
1030
29.6
1610
46.2
37.3
1,07
255
7.32
4.72
0.135
6.89
1.97
0.028
. —
0.120
1.91
2700
648
0.620
17.8
97.4
2, BO
108
3.11
165
4.75
228
6.S4
9.12
0.262
26.5
0.7SO
0.047
0.001
0.228
—
0.360
4.50
2.64
41.9
26800
6420
1.74
50.0
243
6.99
413
11.9
916
26.3
1450
41.5
30.8
0.885
236
6.78
4.69
0.135
6.72
—
0.400
5.00
2.81
44.6 .
30600
7340
a. 62
7S.1
381
10.9
566
16.3
11 5O
33.0
1770
50.8
43.7
1.26
274
7.85
4.75
0.136
7.18
-„
PLANT HSO9
2 SAMPLES
                        268

-------
Table K]5 . OYSTER FRES^FROZEN PROCESS
                (HAND-SHUCKED)
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FIiOW L/SEC
(GAL/MTO)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS NG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C
MEAN
0.031
8.00
0.309
4.91
37100
8890
1.67
62.1
245
9.07
416
15,4
619
23.0
1450
53.6
42.9
1.59
129
4.78
2.15
0.080
6.73
10.00
STD DEV
0.009
_
0.041
0.656
1700
407
0.314
11.7
63.5
3.10
105
3.89
78.1
2.90
182
6.7S
4.53
0.168
16.3
0.605
0.202
0.007
0.026
— .
MINIMUM
0.025
—
0.280
4.45
35900
8600
1.45
• 53. S
186
6.88
342
12.7
564
20.9
1320
48.9
39.7
1.47
118
4.36
2.01
0.074
6.71
—
MAXIMUM
0.037
—
0.339
5.38
38300
9180
1,90
70.3
304
11.3
491
18,2
674
25.0
1580
58.4
46.1
1.71
141
5.21
2.29
0.085
6.75
—
PLANT BS10
2 SAMPLES
                269

-------
         Table "116.  OYSTER  FRESH/FROZEN PROCESS
                           (HAND-SHOCKED)
PARAMETER
MEAN
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KRG
SCR. SOLIDS MG/L
RATIO K6/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/RKG
COD MG/L
RATIO KG/KRG
GREASE & OIL MG/L
RATIO KG/KRG
ORGABIC-8 MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

0.150
8.00
1.52
24.1
40200
9630
4.42
178
599
24.1
961
38.6
611
24.6
1370
55.2
39.5
1.59
231
9.30
2.65
0.107
7.00
10.00

_—
—
0.149
2.36
3940
945
0.602
24.2
477
19.2
130
5.24
78.9
3.17
169
6.78
5.62
0.226
16.2
0.652
. 0.331
0.013
0.129
—

— _
—
1.41
22.3
37300
8930
3.91
157
274
11.0
838
33.7
511
20.5
1250
50.3
31.1
1.25
221
8.88
2.31
0.093
6.86
—
PLANT

—
1.72
27.3
45600
10900
5.03
202
1170
47.2
1140
45.6
711
28.6
1640
65.8
47.6
1.91
257
10.3
3.24
0.130
7.24
~
HS11
4 SAMPLES
                        270

-------
Table 117 .   SCALLOPS FREEZING PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
bLOW L/SEC
(GAL/MIN )
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C

MEAN
1.48
5.77
5.00
79.5
13600
3270
0.133
1.81
448
6.11
26.6
0.363
199
2.72
321
4.39
15.2
0.208
56.5
0.771
2.71
0.037
6.86
11.1

STD DEV
0.226
—
0.784
12.5
2550
611
0.054
0.741
122
1.66
9.25
0.126
67.7
0.924
78.1
1.07
14.8
0.202
34.4
0.470
0.724
0.010
0.184
0.680

MINIMUM
1.21
3.30
4.22
67.0
10100
2410
0.074
1.01
306
4.18
14.7
0.201
98.8
1.35
200
2.73
3.61
0.049
19.7
0.269
1.93
0.026
6.56
10.6
PLANT
MAXIMUM
1.71
8.00
6.34
101
17400
4170
0.215
2.93
584
7.97
40.6
0.555
285
3.88
396 .
5.41
31.9
0.435
102
1 . 39
3.92
0*054
7.19
12.2
SP1
6 SAMPLES
                271

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Table  US.   SCALLOP  FREEZING PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP. SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DEG C


MEAN STD DEV MINIMUM MAXIMUM
1.05
11.5 —
00089 — — —
1842 — —
338
81 eO — — —
3200 — — —
10.8
—
3970 —
1934
10700 — — —
3.61 — — —
11300 — — —
3.82
26.0
0.009 — — —
1740 —
0.586 — —
77.1
0.026
6.30 — — —
5.55
PLANT SP2
1 SAMPLE
              272

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        Table '119.   Abalone fresh/frozen process material bal mce

                       Wastewater Material Balance Summary


                                   % of Total      % of Total       % of Total
Unit Operation                        Flow             BOD         Susp. Solids

a) process water                       49%             50%              39%
b) wash tank                           26%             20%              42%
c) washdown                            25%             30%              19%


Total effluent average
AB1                               47,100 1/kkg     27 kg/kkg        11 kg/kkg


                        Product Material Balance Summary


                       End Product       % of Raw Product

                       Food Products
                        a) steaks            38 -  42%
                        b) trimmings
                           (patties,
                            canned)           34 -  36%

                       By-products
                        a) shell             10 -  12%

                       Wastes
                        a) viscera           10-12%

                Average Production Rate, ,34 kkg/day (.38 tons/day)

-------
The remaining source of wastewater is the washdown of the  entire
processing  area.   Tables  120  through  122 show the wastewater
characteristics of the three plants sampled.  These  tables  show
that  relatively  large amounts of water and wastes are generated
per  ton  of  product  compared  to  other   seafood   processing
operations.


Product Material Balance

The  production  rates  of  abalone plants are quite low, with an
average of 0.183 kkg/day (0.202 tons/day).  The input also varies
considerably due to fluctuations in raw product availability.

Table 119 shows the breakdown of raw product into  food  product,
by-product,  and waste.  The recovery of food product varies with
species and whether the abalone are packed whole or  prepared  as
steaks.   The  average recovery of sliced steaks is approximately
38 to £»2 percent.  Good quality trimmings are retained along with
low quality steaks for the production of  abalone  patties.   The
weight  of trimmings is usually around the same as the net weight
of the steaks recovered.

The abalone shells are retained for sale to curio  shops  and  to
producers of jewelry and gift items.  These shells constitute the
only  by-product  recovery at present.  The viscera was collected
as  solid  waste  and  turned  over  to  the  municipalities  for
disposal.

Determination of Subcategory Summary Data

The  computation  of  the  subcategory  summary data for the flow
ratio,  total  suspended  solids,  BODS^,  and  grease   and   oil
parameters  is  based, in general, on the log-normal transform of
individual plant summary data.  The plants  which  were  used  to
compute  these subcategory-wide (spatial)  averages are considered
to be typical in their water and waste control practices.  Plants
which employed hybrid or partial processes were not  included  in
the averages.

The  log-normal  transform  incorporated weighing factors for the
number of samples collected at each individual plant and for  the
temporal  variabity  of  the  individual  plant  data.  Figure 71
presents  the  log-normal  formulas  utilized  to  calculate  the
subcategory  parameter  averages  and standard deviations for the
fish meal, hand-butchered salmon, mechanized salmon, conventional
bottom fish, mechanized bottom fish. Pacific  Coast  hand-shucked
oyster,  and  East  and Gulf Coast hand-shucked oyster processing
subcategories.

In unweighted log normal distribution was utilized  to  calculate
the remaining subcategory averages even though the elimination of
the  weighing  factors  results  in  higher subcategory raw waste
loads.  However, the deletion of the weighing  factors  increases
                                   274

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the  data  base  because  historical  data which has already been
reduced to temporal  averages  and  plant  data  which  does  not
include temporal variability can be utilized in the calculations.
                                  275

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Table 12Q . mKLOm FRESH/FROZEN PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
PLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR. SOLIDS MG/L
RATIO KG/KKG
SUSP; SOLIDS MS/L
RATIO KG/KKG
5 DAY BOD M6/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GRSASE & OIL M6/L
RATIO KG/KKG
ORGANIC-M MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
TEMP DIG C

MEAN
0.072
5.23
O.604
9.58
47100
11300
4.80
226
95.4
4,50
237
11.2
579
27.3
917
43,2
22.5
1.O6
69.8
4.23
4.04
0.190
7.17
20.3

STD DEV
O.O19
—
0.054
0.863
1400O
3370
3.78
178
13.2
0.620
91.3
4.30
223
10.8
356
16.8
9.06
0.427
33.5
D.58
1.58
0.075
0,185
1.72

MINIMUM
0.048
4.20
0.517
8.20
31200
7490
2.27
107
85.4
4.02
143
6,74
302
14.2
468
22.1
12.6
0,595
46.2
2.18
1.85
0.087
6.89
19.1
PLANT
MAXIMUM
0.087
7.50
0,676
10.7
69000
16500
10.7
505
105
4.97
410
19.4
885
41.7
1430
67.3
42.0
1*93
135
6.34
6.49
0.306
7.62
21.4
AB1
4 SAMPLES
                276

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           Table 121 . ABALONE FRESH/FROZEN PROCESS
    PARAMETER
MEAN
STD DEV
MINIMUM
MAXIMUM
PRODUCTION TON/BR       0.045

PROCESS TIMl BR/DAY     2.20

PLOW L/SEC              0.583
 (GAL/MIN)              9,25

FLOW RATIO L/KKG    50900
       (GAL/TON)    12200

SETT. SOLIDS ML/L       4.09
RATIO L/KKG           208

SCR. SOLIDS MG/L
RATIO KG/KKG           —

SUSP. SOLIDS MG/L     317
RATIO KG/KKG           16.1

5 DAY BOD MG/L        431
RATIO KG/KKG           22.0

COD MG/L             1010
RATIO RG/KKG           51,2

GREASE & OIL MG/L      29.8
RATIO KG/KKG            1.52

ORGANIC-N MG/L         46.0
RATIO KG/KKG            2.35

AMMONIA-N MG/L          2.19
RATIO KG/KKG            0.111

PH                      6.9f

TEMP DIG C             —
                                               PLANT AB2
                                               1  SAMPLE
                           277

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Table  122 . ABALONE FRESH/FROZEN PROCESS
PARAMETER
PRODUCTION TON/HR
PROCESS TIME HR/DAY
FLOW L/SEC
(GAL/MIN)
FLOW RATIO L/KKG
(GAL/TON)
SETT. SOLIDS ML/L
RATIO L/KKG
SCR, SOLIDS MG/L
RATIO KG/KKG
SUSP, SOLIDS MG/L
RATIO KG/KKG
5 DAY BOD MG/L
RATIO KG/KKG
COD MG/L
RATIO KG/KKG
GREASE & OIL MG/L
RATIO KG/KKG
ORGANIC-N MG/L
RATIO KG/KKG
AMMONIA-N MG/L
RATIO KG/KKG
PH
T1«P DEG C

MEAN
0.069
2.33
0.437
6,94
25200
6050
2.47
62.2
162
4.08
298
7.52
473
11.9
816
20.6
33.9
0.854
72.3
1.82
3.16
0.080
7.19
20.6

STD DEV
0»005
— .
0«134
2,13
8590
2060
1«16
29.2
167
4,21
78.0
1,97
165
4«15
148
3.72
13,9
0.352
11 «9
0,299
1.05
0,026
0*176
	 ;

MINIMUM
0.067
1.50
0.328
5.21
18400
4410
1.21
30.6
23.8
0.599
198
5.01
263
6.64
631
15.9
19.6
0.494
58,1
1.47
2.13
0.054
7.00
—
PLANT
MAXIMUM
0.075
4.00
0.611
9.70
36400
8730
3.50
88.3
297
7,48
388
9.79
633
16.0
992
25.0
51.5
1,30
87.1
2.20
4.55
0,115
7.35
—
AB3
3 SAMPLES
                 278

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                                  N
                             N

                            i=l
(*-$-*>)

Where Jij MJ and Xai 
-------

-------
                           SECTION VI

                SELECTION OF POLLUTANT PARAMETERS


ffASTEWATER P.4R&METE.RS OF POLLUTIONAL SIGNIFICANCE

The  waste  water parameters of major pollutional significance to
the canned and preserved seafood processing industry  are:  5-day
(20°C)  biochemical  oxygen  demand (BOD^), suspended solids, and
oil and  grease.   For  the  purposes  of  establishing  effluent
limitations  pH  is included in the monitored parameters and must
fall within an acceptable range.   Of  peripheral  or  occasional
importance  are  temperature, phosphorus, coliforms, ultimate (20
day) biochemical oxygen demand, chloride, chemical oxygen  demand
(COD)t settleable solids, and nitrogen.

On  the  basis  of  all evidence reviewed, no purely hazardous or
toxic (in the accepted sense of the word) pollutants (e.g., heavy
metals, pesticides, etc.) occur in wastes discharged from  canned
or preserved seafood processing facilities.

In   high  concentrations,  both  chloride  and  ammonia  can  be
considered inhibitory  (or  occasionally  toxic)  to  micro-  and
macro-organisms.   At  the levels usually encountered in fish and
shellfish processing waters, these problems are not  encountered,
with  one  class  of  exceptions:   high  strength  (occasionally
saturated) NaCl solutions are periodically discharged  from  some
segments   of  the  industry.   These  can  interfere  with  many
biological treatment systems unless their influence is  moderated
by some form of dilution or flow equalization.


Rationale For Selection Of Identified Parameters

The  selection  of  the  major  waste  water  parameters is based
primarily  on  prior  publications  in  food   processing   waste
characterization research (most notably, seafood processing waste
characterization studies) (28).  The EPA seafood state-of-the-art
report  "Current Practice in Seafood Processing Waste Treatment,"
{2H) provided a comprehensive summary of the  industry.   All  of
these  publications  involved the evaluation of various pollutant
parameters and their applicability to food processino wastes.

The  studies  conducted  at  Oregon  State  University  involving
seafood processing wastes characterization included the following
parameters:

    1.   temperature
    2.   pH
    3.   settleable solids
    H.   suspended solids
    5.   chemical oxygen demand
    6.   5-day biochemical oxygen demand
                                  281

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    7.   ultimate biochemical oxygen demand
    8.   oil and grease
    9.   nitrate
   10.   total Keldahl nitrogen  (organic nitrogen and ammonia)
   11.   phosphorus
   12.   chloride
   13.   coliform

Of  all  these  parameters,  it  was demonstrated (29) that those
listed above as being of major pollutional significance were  the
most  significant.   The results of the current study (Section V)
support this conclusion.  Below are discussions of the  rationale
used in arriving at those conclusions.


1.   Biochemical Oxygen Demand (BOD5)


Two  general  types  of  pollutants  can  exert  a  demand on the
dissolved oxygen regime of a body of receiving water.  These are;
1) chemical species which exert  an  immediate  dissolved  oxygen
demand (IDOD)  on the water body due to chemical reactions; and 2)
organic  substances which indirectly cause a demand to be exerted
on the system because  indigenous  microorganisms  utilizing  the
organic  wastes  as  substrate  flourish  and  proliferate; their
natural respiratory activity utilizing the surrounding  dissolved
oxygen.  Seafood wastes do not contain constituents that exert an
immediate demand on a receiving water.  They do, however, contain
high  levels of organics whose strength is most commonly measured
by the BOD5 test.

The biochemical oxygen demand is usually defined as the amount of
oxygen  required  by  bacteria  while  stabilizing   decomposable
organic matter under aerobic conditions.  The term "decomposable11
may  be  interpreted as meaning that the organic matter can serve
as food  for  the  bacteria  and  energy  is  derived  from  this
oxidation.

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.   Seafood  processing  and other organic
effluents exert a BOD during  their  processes  of  decomposition
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
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
                                  282

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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.   Pish  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.

The  BOD_5  test  is  widely  used  to  determine  the pollutional
strength of domestic and indiistrial wastes in terms of the oxygen
that they will require if discharged into natural watercourses in
which aerobic conditions exist.  The test  is  one  of  the  most
important  in stream polluton control activities.  By its use, it
is possible to determine the degree of pollution  in  streams  at
any  time»   This  test is of prime importance in regulatory work
and in studies designed to evaluate the  purification  capacities
of receiving bodies of water.

The  BOD5  test is essentially a bioassay procedure involving the
measurement  of  oxygen  consumed  by  living   organisms   while
utilizing  the organic matter present in a waste under conditions
as similar as possible  to  those  that  occur  in  nature.   The
problem  arises  when the test must be standardized to permit its
use (for comparative purposes)  on different samples, at different
times, and in different locations.   Once  "standard  conditions"
have  been defined, as they have (Strindard Methods, 1971}  for the
BODJ5  test,  then  the  original  assumption  that  the  analysis
simulates  natural  conditions  in the receiving waters no longer
applies, except only occasionally.

In order to make  the  test  quantitative  the  samples  must  be
protected  from  the  air  to prevent reaeration as the dissolved
oxygen level diminishes.  In addition,  because  of  the  limited
solubility  of  oxygen  in  water  (about 9 mg/1 at 20°C), strong
wastes must be diluted to levels of demand consistent  with  this
value  to ensure that dissolved oxygen will be present throughout
the period of the test.

Since this is a bioassay procedure,  it  is  extremely  important
that  environmental  conditions  be  suitable  for the living or-
ganisms to function in an unhindered manner at all  times.   This
requirement  means  that toxic substances must be absent and that
accessory  nutrients  needed  for  nticrobial  growth   (such   as
                                  283

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nitrogen, phosphorus and certain trace elements) must be present.
Biological degradation of organic matter under natural conditions
is  brought  about by a diverse group of organisms that carry the
oxidation essentially to completion  (i.e.,  almost  entirely  to
carbon  dioxide  and  water).   Therefore, it is important that a
mixed group of organisms commonly called "seed" be present in the
test.

The BODJ5 test may be considered as a wet oxidation  procedure  in
which  the  living organisms serve at* the medium for oxidation of
the organic matter to carbon dioxide and water.   A.  quantitative
relationship  exists  between  the  amount  of oxygen required to
convert a definite amount of any given organic compound to carbon
dioxide and  water which can  be  represented  by  a  generalized
equation.   On  the  basis of this relationship it is possible to
interpret BOD5_ data in terms of organic  matter  as  well  as  in
terms  of  the  amount of oxygen used during its oxidation.  This
concept is fundamental to an understanding of the rate  at  which
BOD5 is exerted.

The  oxidative reactions involved in the BOD5_ test are results of
biological activity and the rate at which the  reactions  proceed
is   governed  to  a  major  extent  by  population  numbers  and
temperature.  Temperature effects are held constant by performing
the test at 20°ef which is  more  or  less  a  median  value  for
natural  bodies  of water.  The predominant organisms responsible
for the stabilization of most organic matter  in  natural  waters
are native to the soil.

The  rate  of  their  metabolic  processes  at 20°C and under the
conditions of the test (total darkness, quiescence, etc.) is such
that time must be reckoned in- days.  Theoretically,  an  infinite
time  is  required  for  complete biological oxidation of organic
matter, but for  all  practical  purposes  the  reaction  may  be
considered  to be complete in 20 days,  A BOD test conducted over
the 20 day period is normally considered a good estimate  of  the
"ultimate BOD,"  However, a 20 day period is too long to wait for
results  in most instances.  It has been found by experience with
domestic sewage that a reasonably large percentage of  the  total
BOD  is  exerted  in  five days.  Consequently, the test has been
developed on the basis of a 5-day incubation period.   It  should
be  remembered, therefore, that 5-day BOD values represent only a
portion of the total BOD.  The exact percentage  depends  on  the
character  of the "seed" and the nature of the organic matter and
can be determined only by experiment.  In the  case  of  domestic
and  some industrial waste waters it has been found that the BODJ5
value is about 70 to 80 percent of the total BOD.  An analysis of
the ratio of 20-day BOD to 5-day BOD was made using the data base
of this study.  The average and standard deviation of the  ratios
were  computed  as  well  as  the  correlation coefficient.  This
analysis indicates that the 5-day BOD averaged 58 percent of  the
20-day  BOD  for  the  finfish commodities and 60 percent for the
shellfish commodities.  The details are discussed later  in  this
section.


                                 284

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2.  SuspendedSolids

This  parameter  measures  the  suspended  material  that  can be
removed from the waste waters by laboratory filtration  but  does
not  include  coarse  or  floating matter that can be screened or
settled out readily.  Suspended solids are  a  vital  and  easily
determined  measure  of  pollution  and  also  a  measure  of the
material that may settle in  tranquil  or  slow  moving  streams.
Suspended solids in the raw wastes from seafood processing plants
correlate  well  with  BODJ5  and  COD.   Often,  a  high level of
suspended solids serves as an indicator of a high level of  BOD5.
Suspended  solids  are  the  primary  parameter for measuring the
effectiveness  of  solids  removal  systems  such   as   screens,
clarifiers   and   flotation  units.   After  primary  treatment,
suspended  solids  no  longer  correlate  with  organics  content
because  a  high  percentage of the BOD5^ in fish processing waste
waters is soluble or colloidal.

Suspended solids include both organic  and  inorganic  materials.
The  inorganic  components may include sand, silt, and clay.  The
organic fraction includes such materials as grease,  oil,  animal
and  vegetable  fats,  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  receiving  water
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.

Solids  may  be suspended in water for a time, and then settle to
the  bed  of  the  receiving  water.   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 receiving water  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  receiving  water  and  thereby
destroying  the  living  spaces  for those benthic organisms that-


                                  285

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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.

3.  Oil and Grease


Although with the foregoing analyses the standard  procedures  as
described  in  the  13th  edition of Standard Methods (1971), are
applicable  to  seafood  processing  wastes,  this  appears   not
necessarily to be the case for "floatables."  The standard method
for  determining  the  oil  and grease level in a sample involves
multiple solvent extraction of  the  filterable  portion  of  the
sample  with  n-hexane  or  trichlorotrifluorethane  (Freon) in a
soxhlet extraction apparatus.  As cautioned in Standard  Methods,
(1971)   this   determination  is  not  an  absolute  measurement
producing solid, reproducible, quantitative results.  The  method
measures,  with  various  accuracies,  fatty  acids, soaps, fats,
waxes, oils and any other material  which  is  extracted  by  the
solvent  from  an  acidified  sample and which is not volatilized
during  evaporation  of  the  solvent.   Of  course  the  initial
assumption  is  that  the oils and greases are separated from the
aqueous phase of the  sample  in  the  initial  filtration  step.
Acidification  of  the sample is said to greatly enhance recovery
of the oils and greases therein (Standard Methods,1971) .

Oils and  greases  are  particularly  important  in  the  seafood
processing  industries  because  of their high concentrations and
the nuisance conditions they cause when allowed to be  discharged
untreated  to  a  watercourse.   Also, oil and grease are notably
resistant to anaerobic digestion and when present in an anaerobic
system cause excessive scum accumulation, clogging of  the  pores
of filters, etc., and reduce the quality of the final sludge.  It
is,  therefore,  important  that  oils  and  greases  be measured
routinely in seafood  processing  waste  waters  and  that  their
concentrations discharged to the environment be minimized.

Previous    work    with   seafood   had   indicated   that   the
Standard Methods (1971)  oil and grease procedure  was  inadequate
for  some  species.   In  a preliminary study the standard method
recovered only 16 percent of a fish oil sample  while  recovering
99  percent  of a vegetable oil sample.  To obviate the problem a
modification to Standard Methods  was  used  as  discussed  under
Analytical  Methods  later  in  this section.  The loss using the
modification was reduced to about 5 to 15 percent.
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The follwing general comments may pertain to  animal,  vegatable,
or petroleum based greases and oils.


Grease  and  oil  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
inhibit  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  coats 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.


**•  E>H, Acidity and alkalinity

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 acidsf 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 liness 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


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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 many nutrient
substances varies with 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.

For  these  reasons  pH  is  included  as  a  monitored  effluent
limitation  parameter  even  though  the  majority   of   seafood
processing waste waters is near neutrality prior to treatment.'

Minor Parameters


Of  the  minor  parameters  mentioned in the introduction to this
section, eight  were  listed:  ultimate  BOD,  COD,   phosphorus,
nitrogen,   temperature,   settleable   solids,  coliforms,   and
chloride.  Of these eight, two are considered peripheral and  six
are   considered   of   occasional   importance.   Of  peripheral
importance are ultimate BOD and  phosphorus.   phosphorus  levels
are sufficiently low to be of negligible importance, except under
only   the  most  stringent  conditions,  i.e.,  those  involving
eutrophication which dictate  some  type  of  tertiary  treatment
system.   The  ultimate  BOD can be closely approximated with the
COD test.

1.  Chemical Oxygen Demand(COD)

    The chemical oxygend demand (COD)  represents  an  alternative
to  the  biochemical  oxygen  demand,   which  in many respects is
superior.  The test is widely used and allows  measurement  of  a
waste  in  terms  of  the  total  quantity of oxygen required for
oxidation to carbon dioxide and water under severe  chemical  and
physical  conditions.   It  is based on the fact that all organic
compounds, with a few exceptions, can be oxidized by  the  action
of strong oxidizing agents under acid conditions.  Although amino
nitrogen  will be converted to ammonia nitrogen, organic nitrogen
in higher oxidation states will be converted  to  nitrates;  that
is, it will be oxidized.

During  the  COD  test,  organic  matter  is  converted to carbon
dioxide and water regardless of the biological assimilability  of
the  substances;  for  instance,  glucose  and  lignin  are  both
oxidized completely.  As a result, COD values  are  greater  than
BOD  values  and  may be much greater when significant amounts of
biologically resistant organic matter is present.  In the case of
seafood processing wastes, this does not present a problem, as is
demonstrated by the BOD/COD ratio analysis which was made  during
this  study.   This analysis showed that the average 5-day BOD to
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COD ratio was 0,38 for the industrial  fish,  was  0.55  for  the
finfish  commodities,  and  0.66  for  the shellfish commodities.
Details of this analysis are presented later in this section.

One drawback of the COD test is its inability to demonstrate  the
rate   at   which  the  biologically  active  material  would  be
stabilized under conditions that exist in nature.  In the case of
seafood processing wastes, this same drawback  is  applicable  to
the  BOD  test,  because  the  strongly soluble nature of seafood
processing wastes lends them to more rapid  biological  oxidation
than  domestic  wastes.   Therefore,  a single measurement of the
biochemical oxygen demand at a given point in time (5 days)  is no
indication of the difference between these two rates.

Another drawback of the chemical oxygen demand is analogous to  a
problem  encountered  with  the BOD also; that is, high levels of
chloride interfere with the analysis.   Normally,  0.4  grams  of
mercuric  sulfate  are  added  to  each .sample being analyzed for
chemical   oxygen   demand.    This   eliminates   the   chloride
interference in the sample up to a chloride level of HQ mg/1.  At
concentrations above this level, further mercuric sulfate must be
added.  However, studies by the National Marine Fisheries Service
Technological Laboratory in Kodiak, Alaska, on seafood processing
wastes  have indicated that above certain chloride concentrations
the added mercuric sulfate  itself  causes  interference  (Tenny,
1972).

The  major  advantage  of the COD test is the short time required
for evaluation.  The determination can be made in about  3  hours
rather  than  the  5  days  required  for the measurement of BOD..
Furthermore, the COD requires less sophisticated equipment,  less
highly-trained  personnel,  a  smaller  working  area,  and  less
investment in laboratory facilities.  Another major advantage  of
the  COD  test  is  that  seed acclimation need not be a problem.
With the BOD test, the seed used to inoculate the culture  should
have  been  acclimated  for  a  period  of  several  days,  using
carefully prescribed procedures, to assure that  the  normal  lag
time   (exhibited  by  all  microorganisms when subjected to a new
substrate) can be  minimized.   No  acclimation,  of  course,  is
required in the COD test.

The  possibility  of  substituting the COD parameter for the BODS
parameter was investigated  during  this  study.   The  BOD5  and
corresponding   COD  data  from  industrial  fish,  finfish,  and
shellfish waste waters were analyzed to determine if  COD  is  an
adequate  predictor  of  BOD.5  for  any or all of these groups of
seafood.  The analysis, which is presented later in this section,
indicates tht the COD parameter is not a  reliable  predictor  of
BODji.

Moreover,  the relationship between COD and BODJ5 before treatment
is not necessarily the  same  after  treatment.   Therefore,  the
effluent  limitations  will  include  the  BOD5  parameter, since


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insufficient information is available on the COD effluent  levels
after treatment.
2,  Settleable Solids


The  settleable  solids test involves the quiescent settling of a
liter of waste water in an  "Imhoff  cone"  for  one  hour,  with
appropriate  handling  (scraping of the sides, etc.),  The method
is simoly a crude measurement of the amount of material one might
expect  to  settle  out  of  the  waste  water  under   quiescent
conditions.  It is especially applicable to the analysis of waste
waters  being  treated by such methods as screens, clarifiers and
flotation units, for it not only  defines  the  efficacy  of  the
systems,   in  terms  of  settleable  material,  but  provides • a
reasonable estimate of the amount of deposition that  might  take
place  under  quiescent  conditions  in the receiving water after
discharge of the effluent.


3. Immonia and .Nitrogen

Seafoods processing waste  waters  are  highly  proteinaceous  in
nature;  total nitrogen levels of several thousand milligrams per
liter are not uncommon.  Most of this nitrogen is in the  organic
and  ammonia  form.  These high nitrogen levels contribute to two
major problems when the waste waters are discharged to  receiving
waters.   First the nitrification of organic nitrogen and ammonia
by indigineous microorganisms creates a  sizable  demand  on  the
local oxygen resource.  Secondly, in waters where nitrogen is the
limiting  element  this  enrichment  could enhance eutrophication
markedly.  The accepted methods for measurement  of  organic  and
ammonia nitrogen, using the macro-kjeldahl apparatus as described
in  Standard  Methods  (1971),  are  adequate for the analysis of
seafood processing wastewaters.  It  should  be  remembered  t;hat
organic strengths of seafood processing waste waters are normally
considerably   higher   than  that  of  normal  domestic  sewage;
therefore, the volume of  acid  used  in  the  digestion  process
frequently  must  be  increased.  Standard Methods  (1971)  alerts
the analyst  to  this  possibility  by  mentioning  that  in  the
presence  of large quantities of nitrogen-free organic matter, it
is necessary to allow an additional 50  ml  of  sulfuric  acid
mecuric  sulfate  - potassium sulfate digestion solution for each
gram of solid material in the sample.  Bearing this in mind,  the
analyst can, with assurance, monitor organic nitrogen and ammonia
levels  in  fish and shellfish processing waste waters accurately
and reproducibly.

Nitrogen parameters are not included in the effluent  limitations
because the extent to which nitrogen components in seafood wastes
is  removed by physical-chemical or biological treatment, remains
to be evaluated.  Furthermore, the need  for  advanced  treatment
technology  specifically  designed  for  nitorgen removal has not


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been demonstrated through this study.  The following is a general
parameter discussion of ammonia and nitrogen.

ammonia is a common  product  of  the  decomposition  of  organic
matter.   Dead  and  decaying animals and plants along with human
and animal body wastes account for much of the  ammonia  entering
the  aquatic  ecosystem.   Ammonia exists in its non- ionized form
only at higher pH levels and is the most  toxic  in  this  state.
The  lower  the  pH,  the  more ionized ammonia is formed and its
toxicity  decreases.   Ammonia,  in  the  presence  of  dissolved
oxygen,  is  converted  to  nitrate  (N<>3) by nitrifying bacteria.
Nitrite (NO2) , which is an intermediate product  between  ammonia
and  nitrate,   sometimes occurs in quantity when depressed oxygen
conditions permit.  Ammonia can exist in several  other  chemical
combinations including ammonium chloride and other salts.

Nitrates  are considered to be among the poisonous ingredients of
mineralized waters, with potassium nitrate being  more  poisonous
than  sodium  nitrate.   Excess  nitrates cause irritation of the
mucous linings of the gastrointestinal tract and the bladder; the
symptoms are diarrhea and diuresis, and  drinking  one " liter  of
water containing 500 mg/1 of nitrate can cause such symptoms.

Infant  methemoglobinemia,  a  disease  characterized  by certain
specific blood changes  and  cyanosis,  may  be  caused  by  high
nitrate  concentrations  in  the water used for preparing feeding
formulae.   While  it  is  still  impossible  to  state   precise
concentration  limits,  it has been widely recommended that water
containing more than 10 mg/1 of nitrate nitrogen  (NO3-N)  should
not   be   used  for  infants.   Nitrates  are  also  harmful  in
fermentation processes and can cause disagreeable tastes in beer.
In most natural water the pH range is  such  that  ammonium  ions
(NH4+)   predominate.    In   alkaline   waters,   however,  high
concentrations of un-ionized ammonia  in  undissociated  ammonium
hydroxide increase the toxicity of ammonia solutions.  In streams
polluted  with  sewage,  up  to  one  half of the nitrogen in the
sewage may be in the form of free ammonia, and sewage  may  carry
up  to  35  mg/1  of total nitrogen.  It has been, shown that at a
level of 1.0 mg/1 un-ionized ammonia, the ability  of  hemoglobin
to  combine  with  oxygen  is  impaired  and  fish may suffocate.
Evidence indicates  that  ammonia  exerts  a  considerable  toxic
effect  on  all aquatic life within a range of less than 1.0 mg/1
to 25 mg/lf depending  on  the  pH  and  dissolved  oxygen  level
present
Ammonia  can  add  to  the problem of eutrophication by supplying
nitrogen through its breakdown products.  Some  lakes  in  warmer
climates, and others that are aging quickly are sometimes limited
by  the nitrogen available.  Any increase will speed up the plant
growth and decay process.

4.  Temperature


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Temperature is one of the most important  and  influential  water
quality  characteristics.   Temperature  determines those species
that  may  be  present;  it  activates  the  hatching  of  young,
regulates  their  activity,  and  stimulates  or suppresses their
growth and development; it attracts, and may kill when the  water
becomes  too  hot  or becomes chilled too suddenly.  Colder water
generally  suppresses  development.    Warmer   water   generally
accelerates  activity and may be a primary cause of aquatic plant
nuisances when other environmental factors are suitable.

Temperature is a prime regulator of natural processes within  the
water   environment.    It  governs  physiological  functions  in
organisms and, acting directly or indirectly in combination  with
other  water  quality  constituents, it affects aquatic life.with
each change.  These  effects  include  chemical  reaction  rates,
enzymatic functions, molecular movements, and molecular exchanges
between  membranes  within  and between the physiological systems
and the organs of an animal.

Chemical reaction  rates  vary  with  temperature  and  generally
increase  as  the  temperature  is  increased.  The solubility of
gases in water varies  with  temperature.   Dissolved  oxygen  is
decreased  by  the  decay  or  decomposition of dissolved organic
substances and the decay rate increases as the temperature of the
water increases reaching a maximum at,  about  30°C  (86°F).   The
temperature  of  stream  water,  even during summer, is below the
optimum for pollution-associated bacteria.  Increasing the  water
temperature  increases the bacterial multiplication rate when the
environment is favorable and the food supply is abundant.

Reproduction cycles may be  changed  significantly  by  increased
temperature  because  this  function takes place under restricted
temperature ranges.   Spawning  may  not  occur  at  all  because
temperatures  are too high.  Thus, a fish population may exist in
a heated area only by continued  immigration.   Disregarding  the
decreased  reproductive  potential,  water  temperatures need not
reach lethal levels to decimate  a  species.   Temperatures  that
favor  competitors, predators, parasites, and disease can destroy
a species at levels far below those that are lethal.

Fish  food  organisms  are  altered  severely  when  temperatures
approach  or  exceed  90°P.   Predominant  algal  species change,
primary production is decreased, and bottom associated  organisms
may   be   depleted   or   altered  drastically  in  numbers  and
distribution,  increased water  temperatures  may  cause  aquatic
plant nuisances when other environmental factors are favorable.

Synergistic actions of pollutants are more severe at higher water
temperatures.  Given amounts of domestic sewage, refinery wastes,
oils,   tars,  insecticides,  detergents,  and  fertilizers  more
rapidly deplete oxygen in water at higher temperatures,  and  the
respective toxicities are likewise increased.
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When  water  temperatures increase, the predominant algal species
may change from diatoms to  green  algae,  and  finally  at  high
temperatures  to blue-green algae, because of species temperature
preferentials.  Blue-green algae can cause serious odor problems.
The number and distribution of  benthic  organisms  decreases  as
water  temperatures  increase  above  90°F, which is close to the
tolerance limit for the population.  This could seriously  affect
certain fish that depend on benthic organisms as a food source.

The cost of fish being attracted to heated water in winter months
may be considerable, due to fish mortalities that may result when
the fish return to the cooler water,

Rising   temperatures  stimulate  the  decomposition  of  sludge,
formation of sludge gas, multiplication of  saprophytic  bacteria
and  fungi  (particularly in the presence of organic wastes), and
the  consumption  of  oxygen  by  putrefactive  processes,   thus
affecting the esthetic value of a water course.

In general, marine water temperatures do not change as rapidly or
range  as  widely  as those of freshwaters.  Marine and estuarine
fishes, therefore, are less tolerant  of  temperature  variation.
Although  this  limited tolerance is greater in estuarine than in
open water marine species, temperature changes are more important
to those fishes in estuaries and  bays  than  to  those  in  open
marine  areas, because of the nursery and replenishment functions
of  the  estuary  that  can  be  adversely  affected  by  extreme
temperature changes.

Temperature   is  important , in  those  seafood  processing  unit
operations involving transfer of significant quantities of  heat.
These  include  evaporation,  cooking, cooling of condensers, and
the like.  Since these operations represent only a  minor  aspect
of the total process and their waste flows are generally of minor
importance,  temperature  is  not considered at this time to be a
major parameter to be monitored.


5.  Chloride


The presence of the chloride ion in  the  waters  emanating  from
seafood  processing  plants  is  frequently  of significance when
considering  biological  treatment  of   the   effluent.    Those
processes   employing   saline   cooks,   brine  freezing,  brine
separation tanks  (for segregating meat from  shell  in  the  crab
industry,  for  instance)  and  seawater for processing, thawing,
and/or  cooling  purposes,   fall   into   this   category.    In
consideration  of  biological  treatment the chloride ion must be
considered,  especially   with   intermittent   and   fluctuating
processes.   Aerobic  biological systems can develop a resistance
to high chloride levels, but to do this they must  be  acclimated
to  the  specific  chloride level expected to be encountered; the
subsequent chloride concentrations should remain within a  fairly


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narrow range in the treatment plant influent.  If chloride levels
fluctuate  widely, the resulting shock loadings on the biological
system will reduce its efficiency at best, and will  prove  fatal
to  the  majority  of  the microorganisms in the system at worst.
For this reason, in  situations  where  biological  treatment  is
anticipated  or  is  currently  being  practiced,  measurement of
chloride ion must be included in the list  of  parameters  to  be
routinely  monitored.   The  standard methods for the analysis of
chloride ion are three fold:  1} the argentometric method, 2)  the
mercuric nitrate method and 3) the  potentiometric  method.   The
mercuric  nitrate  method  has been found to be satisfactory with
seafood processing waste  waters.   In  some  cases,  the  simple
measurement  of conductivity  (with appropriate conversion tables)
may suffice to give the analyst an indication of chloride  levels
in the waste waters.
6.  Coliforms


Fecal  coliforms  are  used  as  an  indicator  since  they  have
originated from the intestinal tract  of  warm  blooded  animals.
Their  presence  in  water  indicates  the  potential presence of
pathogenic bacteria and viruses.

The presence of coliforms, more specifically fecal coliforms,  in
water is indicative of fecal pollution.  In general, the presence
of   fecal  coliform  organisms  indicates  recent  and  possibly
dangerous fecal contamination.  When  the  fecal  coliform  count
exceeds  2,000  per  100  ml  there  is  a  high correlation with
increased numbers of both pathogenic viruses and bacteria.

Many microorganisms, pathogenic to humans  and  animals,  may  be
carried in surface water, particularly that derived from effluent
sources  which  find  their way into surface water from municipal
and industrial wastes.  The  diseases  associated  with  bacteria
include    bacillary    and    amoebic    dysentery,   Salmonella
gastroenteritis, typhoid and paratyphoid  fevers,  leptospirosis,
chlorea, vibriosis and infectious hepatitis.  Recent studies have
emphasized  the  value of fecal coliform density in assessing the
occurrence of Salmonella, a common bacterial pathogen in  surface
water.  Field studies involving irrigation water, field crops and
soils  indicate  that  when  the fecal coliform density in stream
waters exceeded 1,000 per 100 ml, the  occurrence  of  Salmonella
was  53.5  percent.   Fish,  however,  are  cold  blooded  and no
correlation has yet been developed between contamination by  fish
feces and effluent (or receiving water) coliform levels.

In a recent study undertaken by the Oregon State University under
sponsorship  of  the  Environmental  Protection  Agency, coliform
levels  (both total and fecal)  in fish processing waste water were
monitored routinely over a period  of  several  months.   Results
were  extremely inconsistent,  ranging from zero to many thousands
of coliforms per 100 ml  sample.   Attempts  to  correlate  these


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variations  with in-plant conditions, type and quality of product
being  processed,   cleanup   procedures,   and   so   on,   were
unsuccessful.   As  a result, a graduate student was assigned the
task of investigating these problems and identifying the  sources
of  these large variabilities.  The conclusions of this study can
be found in  the  report;  "Masters  Project—Pathogen  Indicator
Densities   and   their  Regrowth  in  Selected  Tuna  Processing
Wastewaters" by H. W. Burwell, Department of  Civil  Engineering,
Oregon   State   University,   July   1973.   Among  his  general
conclusions were:

    1.   that coliform organisms are not a part  of  the  natural
         biota present in fish intestines;
    2.   that the high suspended  solid  levels  in  waste  water
         samples   interferes   significantly   with   subsequent
         analyses for coliform organisms and, in  fact,  preclude
         the  use of the membrane filter technique for fish waste
         analysis;
    3.   that the analysis must be performed , within  foru  hours
         after  collection  of  the  sample  to obtain meaningful
         results  (thus eliminating the possibility of the use  of
         full-shift  composite  samples  and also eliminating the
         possibility of  sample  preservation  and  shipment  for
         remote analysis);
    4.   that considerable evidence exists that coliform regrowth
         frequently occurs  in  seafood  processing  waste  water
         processing  wastes) and that the degree of regrowth is a
         function of retention, time, waste water  strength,  and
         temperature.

The  above  rationale  indicated  that it would be inadvisable to
consider further the possibility of including the  coliform  test
in either the characterization phase of this study or in the list
of parameters to be used in establishing effluent limitations.


7.  Phosphorus

During the past 30 years, a formidable case has developed for the
belief that increasing standing crops of aquatic  plant  growths,
which  often  interfere with water uses and are nuisances to man,
frequently are caused by increasing supplies of phosphorus.  Such
phenomena  are  associated  with  a  condition   of   accelerated
eutrophication  or  aging  of waters.  It is generally recognized
that phosphorus is not the  sole  cause  of  eutrophication,  but
there  is  evidence to substantiate that it is frequently the key
element in all of the elements required by fresh water plants and
is generally present  in  the  least  amount  relative  to  need.
Therefore, an increase in phosphorus allows use of other, already
present,  nutrients  for  plant  growths.   Phosphorus is usually
described, for this reasons, as a "limiting factor."

When a plant population is stimulated in production and attains a
nuisance Status,  a large number  of  associated  liabilities  are
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immediately  apparent.   Dense  populations  of  pond  weeds make
swimming dangerous.   Boating  and  water  skiing  and  sometimes
fishing  may be eliminated because of the mass of vegetation that
serves as an  physical  impediment  to  such  activities.   Plant
populations  have  been  associated with stunted fish populations
and with poor  fishing.   Plant  nuisances  emit  vile  stenches,
impart  tastes and odors to water supplies, reduce the efficiency
of industrial and municipal  water  treatment,  impair  aesthetic
beauty,   reduce  or  restrict  resort  trade,  lower  waterfront
property values, cause skin rashes to man during  water  contact,
and serve as a desired substrate and breeding ground for flies.

Phosphorus  in  the  elemental  form  is  particularly toxic, and
subject to bioaccumulation in  much  the  same  way  as  mercury.
Colloidal  elemental  phosphorus will poison marine fish (causing
skin tissue breakdown and discoloration).   Also,  phosphorus  is
capable  of  being concentrated and will accumulate in organs and
soft tissues.  Experiments  have  shown  that  marine  fish  will
concentrate phosphorus from water containing as little as 1 mg/1.

Phosphorus   levels   in   seafood   processing  wastewaters  are
sufficiently low to be of  negligible  importance,  except  under
only   the  most  stringent  conditions,  i.e.,  those  involving
entrophication which dictate  some  type  of  tertiary  treatment
system.
ANALYTICAL QUALITY CONTROL METHODS

A  brief  description  of  the analytical methods used to measure
each parameter and the  results  of  precision  studies  for  the
suspended  solids,  COD,  grease and oil, and ammonia and organic
nitrogen analyses are presented in the following portion of  this
section.
Analytical Methods

The analytical methods for the samples collected for this project
were  based  on Standard Methods for the Examination of Water and
Wastewater, 13th Edition (1971)  and  Methods  for  the  Chemical
Analysis  of  Water  and Wastes, E.P.A. (1971).  There were a few
minor modifications, since the organic  content  of  the  samples
were  extremely variable from one to another (e.g., BOD-5 of less
than one to BOD-5 of more than 20,000 mg/1).  A brief description
of the analytical methods follows;

Total suspended solids

Total suspended solids is reported in terms  of  screened  solids
and  suspended  solids.   screened  samples were obtained from 20
mesh Tyler screen oversize particles and suspended solids by fil-
tering the undersize through a 4.2 cm Whatman  GF/C  glass  fiber
                                 296

-------
filter.   The  screened and filtered solids were dried in an oven
for one hour at about 104°C before weighing.

Five-day BOD                    '•        '

Five-day BOD was determined according to  StandardMethods.    For
samples  with  BOD-5  of  higher  than  20  mg/1,  at least three
different dilutions were made for each sample.  The results among
the different dilutions were generally less than +. 658.  The  data
reported were the average values of the different dilutions.  For
samples  with  BOD-5  of  less than 20 mg/1, one or two dilutions
with two duplicate bottles were  incubated.   Most  of  replicate
BOD-5 in this low range were within +.516, but some had as much as
+_  30%  difference™   Seed for the dilution water was a specially
cultivated mixed culture in the  laboratory  using  various  fish
wastes as the seed,

Twenty-day BOD.

Twenty-day  BOD  was  determined  using "the same procedure as for
five-day BOD except the bottles were incubated  at  20°C  for  20
days.   Since  most  samples  contained  a  high concentration of
ammonia and organic  nitrogen,  nitrification  during  incubation
frequently   occurred.    No   attempt   was   made   to  supress
nitrification during the incubation period, however the ratio  of
twenty-day   BOD  to  five-day  BOD  appeared  to  be  relatively
consistent as discussed later in this section.

Chloride

chloride levels in the samples were determined for the purpose of
making corrections for COD test.  The  argentometric  method  was
used.  Samples were adjusted to a pH of 7-8 and after addition of
potassium  ehromate indicator, were titrated with 0.0282 N silver
nitrate solution.

Since chloride correction was not  necessary  when  the  chloride
level  was  below  1000  mg/1,  a special screening technique was
developed to sort out those samples with a chloride level of less
than 1000 mg/1.  One ml of  sample  was  pipetted  into  a  small
beaker and diluted to 10 ml with distilled water.  Three drops of
phenolphthalein  and  0.5  N sodium hydroxide were added dropwise
until a pink color persisted.  Then the  sample  was  neutralized
with  0.02  N sulfuric acid dropwise until the indicator showed a
very faint pink color.  This would make the sample  pH  about  8.
To  this,  1.0 ml of 0.0282 N silver nitrate was added.  When the
chloride level was less than 1000 mg/1, a definite reddish silver
ehromate precipitate was formed.  The  chloride  level  in  these
samples  was  reported  as  less  than  1000  mg/1 and no further
precise determination was pursued.

When the chloride level  was  higher  than  1000  mg/1,  the  red
precipitate  would  not  form  when  1.0 ml of silver nitrate was
added.  In this case, the  sample  was  titrated  with  0.0282  N
                                297

-------
silver  nitrate  solution  with  a  semimicroburet  until the end
point.

Chemical oxygendemand

COD tests were based on Standard___MethodrS   (13th  Edition)    When
the  chloride  content  was less than 2000 mg/1, O.ftg of mercuric
sulfate was added to the refluxing flask.  If more  chloride  was
present  more  mercuric  sulfate was added to maintain a mercuric
sulfate to chloride ratio of 10:1.  Even  this  extra  amount  of
mercuric  sulfate  did  not  prevent  some  chloride  from  being
oxidized.  Following the  recommendation  described  in  E.P.A.*s
"Methods  for  Chemical Analysis of Water and Wastes/' (1971) and
by Burns and Marshall (Journal WPCF, Vol. 37, pp 1716-21,  1965),
chloride  correction  curves  were  prepared  using  various con-
centrations of sodium  chloride  and  a  fixed  concentration  of.
potassium  acid  phthalate  solution.  No incomplete oxidation of
phthalate solution was  observed,  in  contrast  to  the  results
reported by Burns and Marshall.

For  brine  samples,  as  in  the  cases  of intake water from an
estuary  (which had a low organic content), the precision was  low
for  duplicate  COD  tests.   The  precision  improved  when  the
concentration of dichromate solution was  reduced  from  0.2N  to
0.125N.   Therefore,  for the brine water samples which had a COD
of less than 200 mg/1, 0.125N potassium dichromate  solution  was
used.  The chloride correction curves are shown in Figure 72.

Grease and Oil

Grease  and  oil was determined by Soxhlet extraction using Freon
113 as the solvent, according to gtandgrd Methods, 13th Bdition.

All samples were acidified at the  sampling  site  with  sulfuric
acid  to  a  pH  of less than 2.  For samples with grease and oil
content of higher than 10.000 mg/1, separation of grease and  oil
was  poor and some modification of the Standard Methods 
-------
rva
w»
to
                             0.2S N OICHROMATE SOLUTION

                           THEORETICAL COD OF PHTHAUTE

                           SOLUTION  250 mg//
                                                                           H	(	1	1	1	1	1	1	N
                             0.125 N BICHROMATE SOLUTION


                           THEORETICAL COO OF PHTHALATE


                           SOLUTION 230 mgtt
                                                                  10    II     12    13    14    IS    16   17
                                                     CHLORIDE  CONCENTRATION   (X 1000
          Figure 72.       Chloride correction  curves for  COD determinations  on seafood  processing  wastes,

-------
•the extraction thimble and collected in the flask.  The amount of
Celite  in the flask ranged from 2 to 7 mg.  With a sample volume
of 500 ml used in most tests, this would give about ft to 11  mg/1
positive error.  For samples less than 15 mg/1 of reported values
of  grease  and  oil,  they  could  be  treated as practically no
detectable grease and oil.

Munonia Nitrogen and Organic Nitrogen

Ammoniacal  nitrogen  and  organic   nitrogen   were   determined
according to "Methods for Chemical Analysis of Water and Wastes,"
1971, E.P.A.

Since  the  samples  were  preserved  with  tOO  mg/1 of mercuric
chloride at the sampling sites, 60 ml of 0.1  sodium  thiosulfate
was  added  to  each  200  ml  portion  of  sample  prior  to the
distillation of ammonia to complex the mercury ion.

Ammonia in the distillate was determined by  Nesslerization  when
the  concentration was less than 2 mg/1 and by titration when the
concentration was higher than 2 mg/1.

At low concentrations precision was often poor  due  to  volatile
antino  compounds  in  the  distillate which interfered with color
development.  Precision improved with  -the  increase  in  ammonia
concentration.   Details  will  be  discussed  in  the  following
section.

Precision of Analytical Methods

For analytical quality control, periodic  replicates  tests  were
made  for  each  batch  of  samples  received.  At the end of the
project further  studies  on  the  precision  of  the  analytical
methods were conducted.

Three  composite  samples  of  seafood processing wastewater were
prepared from sulfuric acid preserved  samples  containing  clam,
oyster,   menhaden,   finfish,  and  anchovy  wastes.   Replicate
analyses were performed for suspended solids, OOD, and grease and
oil, according to the methodology prescribed and  used  for  this
project.   Table  123  presents  the  results  of  this  analysis
including  statistics  on   the   observed   averages,   standard
deviations  and  relative  errors.   The suspended solids and COD
analyses are quite precise with an expected error of  only  about
2%.   The  grease  and  oil  analysis  is less precise at the low
concentrations with an expected error of 14% in the 10 to 20 mg/1
range.  All data are expressed as mg/1.

Percision Analysis for Ammonia and Nitrogen

A composite sample of seafood processing wastewater was  prepared
from  mercury  preserved  samples  collected  for  this  project.
Replicate analyses were  performed  on  the  sample  for  ammonia
                                300

-------
nitrogen  and  organic  nitrogen using the methodology applied in
this project.  Table 124 presents the results of this analysis.

To determine the precision of the ammonia recovery over  a  range
of  concentrations  the  following  analysis  was conducted.  The
manual distillation method  for  ammonia  nitrogen  was  used  to
recovery   controlled   imcrements   of  ammonium  chloride  from
deionized water over a concentration range of 0.25 to 15 mg/1  as
ammonia.   Nesslerization  was used in the range 0.25 to 1.5 mg/1
and titration with 0.02 sodium sulfate for the  1.5  to  15  mg/1
levels.   All  samples  were  200  ml.   Table 125 shows that the
expected error is relatively high, up to 15H,  at  the  low  con-
centrations  (0.25 to 1.5 mg/1 ammonia) but is less than 3% at the
higher concentrations.


Grease and oil recovery analysis      ; -'

The  precision  of  grease  and  oil  recovery  from  a one liter
cubitainer and a one liter beaker was determined as  follows.   A
mixture  of partially refined herring and menhaden oils was added
in controlled  increments  to  three  composite  samples  by:  a)
shaking  in a clean one liter cubitainer in which the residue was
rinsed onto the filter with distilled water without attempting to
wipe oil adhering to the plastic walls;

b) adding to a mixing sample in a one liter  Pyrex  beaker  on  a
magnetic  stirrer  in  which  beaker  walls and stirring bar were
wiped  with  solvent-soaked  cotton  which  was  placed   in   an
extraction thimble with filter.

Table  126  shows  the  results  of  this  analysis.  The percent
recovery is equal to the  grease  and  oil  extracted  after  the
addition  of a spike of pure oil minus the average grease and oil
contained in the; composite before the oil was added, all ' divided
by  the amount of oil added.  The loss in grease and oil recovery
averages about 13 percent using the one liter cubitainer,


PARAMETER ESTIMATION ANALYSIS

To minimize costs and effort it  is  desirable  to  describe  the
character  of wastewater and the performance of treatment systems
in terms of parameters which are easily measured.   Since  design
parameters  and  operational performance data are often expressed
in terms of parameters which are more difficult to measure, it is
also desirable to be able to relate the easily  measured  to  the
more  difficult  to measure parameters.  One example is the 5 day
and 20 day BOP pair which are used to  determine  the  rate  that
oxygen is consumed as a function of time.  Another is the COD and
5 day BOD pair, where the COD is used to determine an estimate of
the  5  day  BOD  which  is  a commonly reported parameter in the
literature.  An analysis was, therefore, conducted  to  determine
the adequacy of estimating the 20 day BOD using the 5 day BOD and


                                 301

-------
                           Table 123,   Summary of precision analyses for

                            suspended  solids,  COD, and grease and oil.
CO
o
ro
Trial
Number

1
2
3
4
5
6
7
8
9
10
Average
Standard
Deviation
Relative
Error
Composite

SS
42
42
42
43
43
43
44



42.7

0.75

1.8%

COD
248
256
266
274
256
258
254
266
266
258
260.2

7.63

2.9%
A

G&O
14
17
14
11
13
14




13.8

1.94

14.0%
Composite

SS •
413
413
413
407
413
400
400



408.4

6.16

1.5%

COD
1250
1260
1260
1240
1260
1270
1260
1280
1290
1250
1260.0

14.76

1.2%
B

G&O
66
60
68
58
54
51
71



61.1

7.45

12.2%
Composite

SS
8300
7950
7775
7825
7975
8075
8075



7996.4

175.85

2.2%

COD
19800
20300
19300
19400
19600
19600




19666

355.9

1.8%
C

G&O
1422
1138
1416
1267
1319
1340
1290



1313.

97.

7.













1

06

4%

-------
      Table '24 m   Summary of precision analyses for
                ammonia and organic nitrogen.


                                           Organic Nitrogen
      Trial                Ammonia '           as Ammonia
     Number                 mg/1                 mg/1
        1                   1.94                 7.00
        2                   1.81                 7.14
        3                   1.94                 7.00
        4                   1.94                 7.28
        5                   1.81                 7.00
        6                   1.81                 7.14

  Average Result            1.87                 7.09
Standard Deviation          0.071                0.114
  Relative Error            3.8%                 1.6%
                           303

-------
Table  125.,  Summary of ammonia recovery  precision analyses.

mg/1 NH3
microgram NH3
200 ml sample

o microgram NHg
recovered


Average
result
Average
recovery %
Standard
deviation
Relative
error %

.25
50
56.5
58.3
58.1
42.8
67.7
65.6
58.2
116

8.78

15.1
Nessler
.50
100
85.9
82.6
90.9


86.1
86.3

4.29

5.0
Method
1.0
200
170
173
•,'176


173
86

3.00

1.7

1.5
300
378
379
348
290
281
354
338
113

42.9

12.7

1.5
300
233
267
267
' 226
196
234
237
79

26.9

11.3

'2 .*
500
429
420
448:
420


429
86

13.

3.
Titrate
5 5
1000
924
924
924
924
924
924
924
92

2 0

1 0
Method
10
2000
1876
1876
1904


1895
95

16.2

0.8

15
3000
2828
2856
2828


2837
94

16.2

0.6

-------
            Table  126-  Summary of grease and oil
                recovery precision analyses.
                    Cubitainer Recovery
              Oil          G&O          G&O
            Added to    Extracted    Extracted
           Composite                 Minus Avg
                                      G&O for
                                     Composite
Sample       rog/1         mg/1         mg/1        % Recovery


Corap A        162          145    '      132            81%
Comp A        162          151          138            85%
Comp B        162          211          150            93%
Comp B        162          190          129      .      80%
Comp C        800         2136          823           103%
Comp C        800         1967          654            82%
                       Beaker Recovery


              Oil          G&O          G&O
            Added to    Extracted    Extracted
           Composite                 Minus Avg
                                      G&O for
                                     Composite
Sample       mg/1         mg/1         mg/1        % Recovery
Comp A         80          101           96           120%
Comp A        160          18S          175           109%
Comp B        160          214          163            98%
Comp B        240          276          215            90%
Comp C       1320         28ii         1538           117%
Comp C       2640         4329         3016           114%
                            30i

-------
of  estimating the 5 day BOD using the COD for different types of
seafood wastewater.

The first problem in estimating one parameter using another is to
establish  the  most  tenable  relationship   between   the   two
parameters  and  the  most  tenable error structure.  The general
form of the model is y = f(x) + e which says that the parameter y
is equal to some function of x plus an  error  e.   Three  models
commonly used are:  the conventional regression model (y = A + Bx
+ e) , the ratio of the means model (y = Rx + e") , and the mean of
the ratio model (y = Rx + e") .

The linear regression model is appropriate when it is not certain
that the relation passes through the origin and when the variance
of  the  error term is constant regardless of the value of x.  In
other words, the scatter diagram should show  points  which  have
about  equal  variability in the x dimension.  Without performing
an analysis of variance, it is obvious from the scatter  diagrams
developed   (Figures  73 through 78) that the scatter is small for
low values of x (5 day BOD  or  COD)   and  increases  for  higher
values  of  x.   This  indicates that the linear regression model
would not provide a good estimation of the desired parameter.

The ratio of the means estimator is unbiased when the  parameters
are  equal  at  the  origin  and  when  the variance of the error
increases linearly as a function of x.  The mean  of  the  ratios
estimator is unbiased when the parameters are equal at the origin
and  variance  of the error increases linearly as a function of x
squared  (30).   There  is  good  reason  to  believe  that   the
parameters  in  both  cases  are  equal  to  zero  at the origin,
however, it is difficult to determine which  error  structure  is
more correct.   It appears, however, that the width of the scatter
increases  approximately  proportional  to  the value of x, which
means that the variance  increases  directly  proportional  to  x
squared.  Based on these observations, the mean of the ratios was
used   to   estimate   the  proportionality  factor  between  the
parameters.  The unbiased estimator of the variance of the  ratio
was  computed  and  the  relative  error determined for different
types of seafood  processing  wastewater.   The  relative  errors
computed  are  considered  to  be  conservative  since  the error
variance was assumed to increase in proportion to x squared,


20 day BOD versus 5-day BOP

A limited number of samples  (about 10  percent)  obtained  during
this  study  were  analyzed for 20 day BOD.  The corresponding 20
day and 5 day BOD data were grouped into those from  finfish  and
shellfish  samples  and  plotted  on  scatter diagrams to observe
possible relationships and error structures.  Figures 73  and  74
show  a good linear relation between 20 day and 5 day BOD for the
finfish and a relatively good linear relation for the  shellfish.
The  results  of the ratio estimation calculations, including the
number of samples used, the correlation coefficient, the mean  of


                                  306

-------
       X
       CO
       o
       o
       CD
           84,3
           66,6
           44.4
           22.3
           0.120
                                     R =   .98
                                    I 1
                                           I  I
                               I
                             lift
                         2  2 I 1
                        1412 II
                      4821
      8*3 I
                   0.060
                !»,8          24.5
                                  BODK  (MS/LxlQ*2)
                                      5
36.3
48.0
 Figure 73.
Finfish wastewater 20-day  vs. 5-day BOD scatter diagram.

                       R=   ,92
<£D.C
20.4
CM
b
* 14.5
(9
5
o
a1 8.62
o
CO
2.70
i
1
1


1
1 t
1
III
2
221
                     1.35
                 4.60         8.13         11.4
                                       800..  (MQ/Lx 10-2}
                                                                  14.6
Figure74 .   Shellfish wastewater 20-day vs. 5-day  BOD scatter diagram,
                                  307

-------
5000 -

3
*•»
s
*"* 3000 -
dP
O
CO


1000 .

n f ,91
2 t
1
1 2 1
1 1 1
1
1 1
2 2 1
II
III
1 I
1
1
12221 III
1 1 93 9 1 2 1 1 1
1 2784441
**88
	 1 	 1 1 1 m ... , m 1 1. 1 1 - ,., , 	 	 	 ,
        2000
                      4000    ,  6000
                                                     8000
                                    COD  (Mg/L)
Figure 75. Seafood wastewater 5-day BOD vs.  COD scatter diagram,
            300 -•
            200 -•
     IO
    O
    o
    o
100  ..
             BO -•
                                R «, S3
                                       t      I
                   21

             I    II
          I    I
  I      I           2
       I      21   I     I
   21  I   12  I  2   I I
       1221 I I  2      I
   I  121  II
II  21 21 I
 .... .U. ,	I.	  >.,.
                                             -t-
                    IOO      20O     300      4OO

                                    COD   (Ug/L)
                                         50O
 Figure 76.  Industrial fish wastewater 5-day BOD vs. COD scatter diagram.
                                  308

-------
                                   R-.96
        to
        o
        o
        OB
            5000 ••
            4OOO •-
     3000 -•
            2000 •
             1000 ••
                                                    2   I
       I   I   I
             I
   I      I
 12          I
II     I
 III
        I
                                 I
                  I I 11 I  II    I
                 I 1221 I       I
               I 1312
             2 89 I  I
           **6 I
           	1	1	
                                         -f-
                                            -1-
              1000
                              3000      5000      7000       9000
                                    COD  (Mg/L)
Figure  77.     Pinfish  wastewater 5-day BOD vs. COD scatter diagram.
       ~    1000  ••
Q
o
to
            500  -.
                                        1
                                              12
                                             1
                                 I  2    I
                          I   221
                         I  I  I
                       till       I
                        2   I
                    I I    I
                    I I   2
                  I  I
                     1   1
                   1 1
                     100    500
                               IOOO
          1500
                                                             I I
-H	
 2000
                                     COD   (Mg/L)
Figure 78.     Shellfish wastewater 5-day  BOD vs. COD scatter  diagram.
                                 309

-------
the  ratios  estimator  and the relative errors, axe presented in
Table 127.  This analysis indicates that the 20 day BOD to 5  day
BOD  ratios  are  about  the  same for the wastewater from either
finfish or shellfish  processes  and  that  20  day  BOD  can  be
estimated from the 5 day BOD within about 25 percent.


COD versus 5 day BOD

The  5  day  BOD and corresponding COD data from industrial fish,
finfish and shellfish wastewaters were analyzed to help determine
if COD is an adequate predictor of BOD for any or  all  of  these
groups  of seafood processes.  Figures 75 through 78 show scatter
diagrams of the 5 day BOD versus the corresponding COD  for  each
group  of  commodities.   It can be seen that although there is a
general relationship between the two parameters, the variance  of
the  scatter  tends to be larger than for the 20 day versus 5 day
BOD case.  The results of the ratio estimations  for  each  group
and the total are presented in Table 128.

This  analysis  indicates  that  the 5 day BOD/COD ratio averages
about 0.52 for all seafood wastewater but varies from  a  low  of
about  0.38 for industrial fish, to a high of 0.66 for shellfish.
The relative errors are also estimated to be quite  large  except
for  finfish,  which  is  about  21  percent*-   The  rather large
relative  errors  indicate   that,   except   for   the   finfish
commodities, the COD is only a moderately good predictor of 5 day
BOD.
                                 310

-------
     Table 12?.   20-day BOD/5-day BOD ratio estimation
            for finfish and shellfish wastewater.
Wastewater
Source
Finfish
Shellfish
Number of
Samples
70
20
Correlation
Coefficient
0.98
0.92
BOD-20
BOD-5
1.7
1.6
Relative
Error
22%
27%
  Table 128.  5-day BOD/COD ratio estimation for industrial
           fish, finfish and shellfish wastewater.
Wastewater
  Source
Number of
 Samples
Correlation
Coefficient
BOD-5
 COD
Relative
 Error
Industrial        64

Finfish          110

Shellfish         51

All Seafood      225
               0.83

               0.96

               0.88

               0.97
                0.38

                0.55

                0.66

                0.52
           52%

           21%

           61%

           48%
                           311

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-------
                           SECTION VII

                CONTROL AND TREATMENT TECHNOLOGY


IN-PLANT CONTROL TECHNIQUES ANDPROCESSES

There  are  several  incentives  for  in-plant, control of seafood
processing wastes;  decrease operating costs, decrease wastewater
and  solids,  improve  raw  material  utilization,  develop   new
products and enhance responsibility to the public.

Processing  plants  can  usually  realize  savings in end-of-pipe
treatment costs or in sewer costs if the in-plant change, through
either reduced  usage  or  recycling,  decreases  the  amount  of
processing  water  required  in  the  plant.  A decrease in wai.er
usage may also decrease the waste  loads  in  terms  of  BOD  and
suspended solids per unit of production.

Much  of  the waste currently being discarded as solid or lost in
the plant effluent can be processed or reclaimed in an acceptable
manner.  For example, ten years ago salmon  eggs,  which  account
for about five percent of the total weight of the fish, presented
a  waste disposal problem.  Today the Japanese are paying as much
as $6.00 per kg ($2.70 per Ib)  for salmon eggs  to  be  used  for
caviar.

Many  seafood  companies  are  now  taking  advantage of in-plant
changes to increase their usable raw materials.  Other companies,
producing the same primary products, may be  losing  a  potential
source  of  income while being very concerned about how to comply
with the forthcoming restrictions  in  the  quality  of  effluent
discharge from their plants.

Recovery of Secondary Products

From  an economic standpoint, by-product recovery offers the most
potential for cost saving  and  profitability  through  marketing
higher  percentages  of  the  raw material and, at the same time,
reduce pollution.  The following by-product  recovery  discussion
outlines several of the major developments which are currently in
use, ready for use, or will be available in the next few years,

Meat,  fish  and  fowl  are  commonly  placed  in the category of
"animal proteins" because they all have the essential amino  acid
balance reguired for good nutrition.  Meats from these creatures,
regardless   of   origin,  have  similar  nutritional  properties
containing 15 to 20 percent protein.  Some  typical  compositions
of  fish  and shellfish aze shown in Table 129.  Although some of
the values  (i.e.:  fat content  of  migrating  fish  or  changing
biological status) vary during the year or season, it can be seen
that there is a fairly uniform composition of protein.
                               313

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Table 12S«  Typical composition of fish and  shellfish
            (portion normally utilized).
Item
Menhaden
Anchovy
Herring
Oysters
Sole
Rockfish
Cod
Salmon
Catfish
Tuna
Clams (meat only)
Crab
Halibut
Shrimp
Protein
(%)
18.7
15-20
17.4
8-11
16.7
18.9
17.6
19-22
17.6
25.2
14.0
17.3
20.9
18.1
Fat
(%)
10.2
5-15
2-11
2.0
0.8
1.8
0.3
13-15
3.1
4.1
1.9
1.9
1.2
0.8
CHO
(%)
0
0
0
3-6
0
0
0
0
0
0
1.3
0.5
0
1.5
Moisture
(%)
67.9
__
70.0
79-85
81.3
78.9
81.2
64.0
78.0
70.5
80.8
78.5
76.5
78.2
Ash
(%)
3.8
—
2.1
1.8
1.2
1.2
1.2
1.4
1.3
1.3
2.0
1.8
1.4
1.4
                      314

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Fish  flesh is not only highly desirable as a completely balanced
protein food, but the lipids consist  of  mostly  polyunsaturated
fatty  acids.  These lipids have been shown to be most beneficial
in limiting certain health problems that are associated with  the
saturated  fats  found  in all other animals.  Unfortunately, the
desirable unsaturated  lipids  tend  to  oxidize  quite  rapidly,
resulting  in unacceptable flavors.  This problem is minimized in
the portions normally sold for  human  consumption  but  must  be
considered in changing processes to utilize the remaining portion
for new foods.

Hence,  new  products  being  prepared  from  currently discarded
portions (secondary raw materials) must  be  handled  rapidly  so
that excess degradation does not occur prior to processing.  This
means  that  the  normal  procedure of allowing these portions to
accumulate while the more desirable portions are being  processed
must be changed to insure high quality products.

One  method for utilizing whole industrial fish or fish trimmings
is to remove the lipid and  water  fractions  to  obtain  a  high
protein  dried  "flour"  that can be used for supplementing diets
deficient in protein.  The principal difference between this type
of product and conventional fish meal is that the oil is  removed
to  the  point  whereby  the  product is not objectionable to the
consumer.

The production of concentrated fish protein has  many  advantages
where  an  animal  protein  supplementation  is  desired:  1) the
product can be sold in competition with other concentrated animal
proteins on a protein unit basis; 2)  removal of water  and  lipid
stabilizes  the  product  so  that  it can be stored indefinitely
under many different climatic conditions; 3)  many populations  of
fishes now being passed over can be diverted into human food.

Although  most  discussions  regarding  the  utilization  of con-
centrated fish proteins as food additives center around their use
in developing countries, it is predicted that  there  will  be  a
tremendous need for such products in the United States.  By 1980,
of  approximately  one  billion  kg (2.25 billion Ibs) of protein
additives used in the United States,  0.86 billion kg  (1.9 billion
Ibs)  will come from proteins other than meat and milk  (31).  Fish
will undoubtedly play a most  important  role  in  filling  these
future  requirements.   The  first  part  of  this  seafood study
(Development Document for Effluent Limitations Guidelines and New
Source Performance Standards for the Catfish, Crab,  Shrimp,  and
Tuna  Segment  of  the  Canned and Preserved Seafood Point Source
Category,  June  197t)    discussed   several   protein   recovery
processes.

Low protein-high mineral meals are currently produced and used in
animal  feed.   This  product can also be produced at plants that
remove essentially all of the edible meat from the bones and car-
casses for either food products or  food  additives.   Crustacean
meal  is  especially  desirable  for fish diets since the pigment


                                315

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imparts a  pink  color  to  the  flesh  of  captive  grown  fish,
increasing their market appeal.

The  shell  in  several types of shellfish, particularly crab and
shrimp, has a chemical composition containing materials that have
potential as non-edible products for  many  phases  of  commerce.
Shells  from  Crustacea,  depending  on species and time of year,
contain 25 to 40  percent  protein,  HO  to  50  percent  calcium
carbonate,  and  15 to 25 percent chitin.  Chitin is an insoluble
polysaccharide that serves as the "binder" in the shell.  Chitin,
or  the  deacetylated  form,  chitosan,  has   many   outstanding
properties  for  use  in  flocculating,  emulsifying, thickening,
coagulating, improving wet strength  of  paper,  and  many  other
uses.   The  protein that can be reclaimed from the shell is high
quality and does not exhibit the amine odor found in fish  flesh.
The  first  part  of  this study, which included crab and shrimp,
discusses the process and costs for producing chitin and chitosan
from shellfish waste.  There is currently one commercial producer
of chitin and chitosan in the United States.
Recovery of dissolved and suspended nutrients

As stated earlier, 5 to 20 percent of the fish solids are lost in
the wastewaters as dissolved and suspended  particles.   Recovery
of  these  nutrients  can  offset  the cost of recovery, and also
reduce  significantly  the  higher  costs  of   waste   treatment
facilities.    Pilot  .plant   data  have  demonstrated  economic
feasibility of recovery by screening and coagulation with various
chemicals.


Recovery by Screening

Screens are available in various configurations such as vibratory
disk, rotary drum, and tangential screens.  A complete discussion
of screens  is  presented  later  in  the  end-of-pipe  treatment
portion  of  this  section.  Table 130 shows the percent recovery
obtained during this study by use of a 20-mesh Tyler screen.   It
should  be  noted  that  these  results  were not from full scale
operations.  Recovery from the few existing  pilot  or  fullscale
screen  systems  are  discussed later in this section.  It can be
seen that for some processes a relatively large  portion  of  the
raw product can be recovered from the wastewater by screening.

Recovery by Coagulation

A  large  number  of  chemicals,  such  as sodium lignosulfonate,
hexametaphosphate, lime, alum, glucose  trisulfate,  and  several
polyelectrolytes,  are  effective  in  complexing and coagulating
proteins  from  fish  processing  wastewaters.   The   coagulated
proteins  are  removed by sedimentation or by flotation.  Some of
the results  with  hexametaphosphate  and  sodium  lignosulfonate


                                 316

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          Table 130 .  Recovery using  20-mesh  screen
              for various seafood commodities.
                Total Suspended Solids    % of Raw  Product
  Commodity        % Screen Recovery        Recovrrable
Salmon
canning                   47                   18

Fresh/frozen
salmon                    45                     .8

Bottom fish               58                    6.0

. Sardines     ......,'.     4        	         0.13

Herring
filleting                -25                    3.7

Jack                    :
mackerel                  §0                   13

Clams
(mechanized)              45                    1.4
                     317

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   Table  .1JJ .  Recovery  of  proteins
with hexametaphosphate
Characteristics
Total solids
mg/i
Total organic
nitrogen / mg/1
Protein nitrogen
mg/1
Chemical oxygen
demand , mg/1
Table
Characteristics
Total solids
mg/1
Suspended solids
mg/1
Chlorides , mg/1
Total organic
nitrogen, mg/1
Protein nitrogen
mg/1
COD , mg/1
Influent
47,800
4245
4185
69,150
Effluent %
21,450
1628
690
12,250
Removal
55.0
63.2
83.5
82.5
132 • Coagulation of proteins
with SLS
Influent
50,530
25,900
15,000
2585
2115
34,600
Effluent %
41,900
11,370
14,800
1525
903
12,150
Removal
17,0
56.0
1.3
41.0
57.3
65.0
             318

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(SLS)  are  shown  in  Tables  131 and 132, respectively.  Actual
design of the system will depend on the individual plant.  Amount.
of protein in the recovered dried product ranges from  35  to  75
percent  with the rest being fat and some minerals.  Depending on
the effluent, generally two to eight tons of  dried  material  is
recovered  from  each  million  gallons  of  effluent.  Practical
feeding  trials  on  poultry  have  demonstrated   that   protein
concentrate  materials  can  replace equal weights of herring and
soya meal proteins without  significant  change  in  live  weight
gain,  feed  conversion,  and  mortality.   A  plant  capable  of
treating 45*000 1 (10,000 gal.) per hour would cost in the  order
of  $80,000  for the equipment.  In round terms, protein for feed
is worth normally $80 to $100/ton (not  considering  the  present
high  prices  for  feed).   For  consideration  of economics, one
should  also  take  into  account  the  subsequent  reduction  in
surcharge or the costs for waste treatment.

It  is  apparent  that  an efficient in-plant pollution treatment
requires a unified  system  approach.  . Actual  modification  and
recovery system will depend on each individual process or process
combinations.   Each  process  stream must by analyzed thoroughly
before feasible in-plant modifications can  be  contemplated  and
weighed  against  fresh water cost, sewer charges and surcharges,
and higher costs for waste treatment facilities.


Solids Waste Reduction

Solids currently  being  wasted  in  many  plants  can  often  be
reclaimed  in the form of protein foods, supplementary additives,
and  non-edible  products,  depending  on  the   particular   raw
material.   Solids from the following sources can be processed to
yield one or more of the  three  basic  product  groups  (protein
foods, supplementary additives, non-edible products).

     1.  Carcasses, frames and trimmings from filleting oper-
         ations.
     2.  Ground fish too small to economically fillet.
     3.  Trimmings and portions from butchering operation
         normally not included in the primary end product.
     t.  Whole or portions of industrial fish not suitable
         for human consumption.
     5.  Trimmings and waste portions from frozen fish, fish
         blocks, or other forms of seafood that are being.
         trimmed or processed in the frozen state.
     6.  Frozen sawdust from sawing frozen fish into steaks
         or other products.
     7.  Fresh or frozen shrimp that is too small for peeling.
     8.  Presh or frozen waste portions from shrimp cleaning
         and peeling operations.
     9.  Dark meat fish that cannot be sold for fillets but
         that can be added to extruded products in some pre-
         determined percentage.
     10.  waste from butchering after precooking.


                                319

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     11.  Shrimp, crab and other shell containing meat after
          the primary extraction process.
     12.  Combined solids removed from plant effluent streams
          after screening.
     13.  Solids reclaimed from effluent streams by floccu-
          lation, precipitation or other techniques.
     14.  Crab and shrimp shell residual from processing
          operations.

The   production   of  supplementary  additives  using  reduction
processes and the production  of  non-edible  products,  such  as
chitin,  were  discussed  in  the  first  part of this study (EPA
publication No. EPA-WO/l-7U-020-a, June  1971) ,   The  following
part  of  this  section  will  discuss the relatively new methods
available for producing marketable protein foods.


Raw Materials for Protein Foods

Machines are now available that remove edible meat from most  any
carcass,  waste  portion  or  shell  waste.   These  machines are
currently utilized in several bottom fish processing  facilities.
The  potential  products  include  formed  patties,  pressed  and
cleaved frozen formed fillets, specialty hors d'oeuvre items, and
specialty products, the number of which is only  limited  by  the
ingenuity  of  the  processor.   The  wide  variety of batter and
breading materials adds even further to  the  array  of  products
possible.

A  complete  processing  facility  for  producing  protein  foods
includes space for filleting and a complete  line  for  deboning,
mixing,  extruding, pressing blocks, power cleaving and battering
and breading.  The accessory  facilities  include  equipment  for
mixing  and  handling  batter  and breading as well as components
that are to be mixed with extruded fish for special  flavored  or
textured products.

Deboning

A  deboning  facility is capable of removing more than 90 percent
of the edible flesh from most frames, whole fish, fish waste, and
trimmings.  Several machines are available  on  the  market  that
work  on  the  principle of forcing the meat through a perforated
plate while allowing the bone or any  hard  cartilage,  including
skin,  to pass through.  Normal fillet waste, trimmings, etc. can
be deboned directly while larger fish  and  parts  from  trimming
(i.e., halibut, dogfish)  should be preground prior to deboning.

Meat  extruded by the deboning process is flaky in appearance and
feel and is  an  excellent  material  for  further  extruding  or
forming  in  marketable  products.   Fish  flesh prepared in this
manner has high binding  characteristics  and  does  not  require
special binders to be added prior to extruding.  However, various
additives can be mixed into the meat to give custom flavors.


                                 320

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Pressing and Cleaving

Deboned  meat,  can  be  prepared in several manners.  Quite often
extruded patties, which are ideal for sandwiches, do not have the
desired appearance  or  consistancy  for  main  course  items  in
restaurants.  One method of preparing artificial fillets involves
feezing the deboned meat prior to forming.

Extruding

Many  different  extruder  machines  and  forming attachments are
available in a wide price range.  Production machines range  from
single  to  multiple  head with extruded items ranging from round
and square patties to fish balls and other items.

Battering and Breading

The major volume of breaded fish products being prepared  at  the
present  time is from fish sticks and shrimp or pawns.  The large
producers of these items are primarily finished processors and do
not have their own source of supply.  Hence,  the  raw  materials
are being pre-prepared in blocks or as IQF items.

Economics

Section  VIII  discusses  the  capital  investment required for a
deboning, extruding, pressing and cleaving, batter and  breading,
and  IQF  freezer  for a plant capable of processing 1200 to 1500
Ibs of product per hour.

The total capital investment, $261*100, shown in Section VIII, is
based on a company having no portions of the equipment  necessary
and must, with the exception of the basic building and utilities,
design and construct the entire facility.  In most plants many of
the  items  are  .available.   For  example,  a company processing
fillets or similar items would probably have a freezer that could
be run extra shifts if necessary to handle an increased load  due
to  the  new  line.   Also,  many  plants  will have a batter and
breading line.  Therefore, the figures presented should  be  used
only  as  a guideline in preparing the company plans for in-plant
changes.

Wastewater Flowand Pollution LoadReduction

The seafood industry uses large quantities of  water  (500-33,000
gals/ton  of  raw product processed) for various processing oper-
ations.  Wastewaters originate from ice or refrigerated sea water
(bilge water)  on board the fishing  vessel;  from  unloading  and
fluming  of  the  fish (bailwater) ; from butchering and filleting
operations where water is required to flow continuously over  the
cutting  knives and conveyor belts; from thawing, precooking, can
washing and cooling; retorting; washing down;  and  from  various
other   unit   operations.   Data  collected  during  this  study
indicated that the water use per  ton  of  production  was  quite


                                321

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variable  for some commodities and that up to about 38 percent of
total fresh raw material weight processed was  discarded  in  the
processing wastewaters.

The  suspended  solids  loads generally increase as the water use
increases (for a certain type of process).  The more  water  that
is  in  contact  with the product, the greater the possibility of
entraining pieces of the product.  Therefore, a general reduction
in the use of water is usually the most effective first step in a
pollution  abatement  program.   This  can  be  accomplished   by
reducing  the  flow  of water into certain unit operations of the
process and/or by recycling or  reusing  certain  flows  with  or
without  some  treatment.   Further steps which can be taken are:
change or optimize the process design to  minimize  or  eliminate
certain  flows  and  waste  loads,  and  to recover dissolved and
suspended protein and oil as valuable by-products.


Reducing theuse of water ingeneral

Increasing workers1 awareness of the cost  of  water  supply  and
wastewater  treatment  is a basic step in a good water management
system.  The workers often do not know how much  water  they  are
using and, in some cases, why they are using it.  Water use could
be  minimized by common sense techniques like turning off faucets
and hoses when  not  in  use,  or  by  using  spring-loaded  hose
nozzles,  by using high-pressure low-volume water supply systems,
by using dry  clean-up  in-plant  prior  to  washdown,  etc.   It
remains  to  the  plant  personnel to determine the optimum water
uses for operations'  like  fish  washing,  filleting,  descaling,
peelingr  etc., while still maintaining good final quality of the
product.   The  coefficient  of  variation  (ratio  of   standard
deviation  to  the mean)  for the  various seafood commodities was
often quite high.  Large variation in water usage  for  the  same
operation among different plants indicate that there is plenty of
room for the reduction of water usage without adversely affecting
the quality.  Mechanized processes were, in general, found to use
considerably  more  water and produce greater waste loads.  Since
mechanization is the only  way  in  some  cases  to  utilize  the
resource  efficiently  or  to  compete with other food production
operations, improvement in the design of machines  is  indicated.
Thorough survey and metering of water flows will show that one or
two operations may be using considerably more water than the rest
of the operations.  Efficient handling of these streams will give
significant  reductions  for  the  total  flow.   Similarly,  the
individual streams with  major  pollution  load  should  also  be
singled  out.  While reduction in water use will tend to increase
the concentration of pollution,  dry  clean-up  and  recovery  of
solids  will  reduce  this  effect.   In  addition,  concentrated
effluent  streams  will  increase  the  economic  feasibility  of
nutrient  recovery,  and  reduction  in  total  flow  will reduce
capital cost on an end-of-pipe treatment system.

Water Reduction Through Dry Solids Transportation


                              322

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Much of the water used  within  the  plant  serves  mainly  as  a
collection  or  transport  medium   whether of food product or of
waste solids.  Oils and solid particles become entrained in  this
medium,  enter the waste stream and must eventually be recovered.
By incorporating another means of transport, such as pneumatic, a
significant reduction in water use could be realized.   Pneumatic
systems  are  especially  adaptable  to  collecting  waste solids
during butchering and cleanup requiring only a minimal amount  of
water to clean the system.  Dry vacuum systems for unloading fish
from boat holds without the use of bailwater are also available.

Figure 79 shows a dry solids recovery system which can be used to
collect  solids from butchering or inspection tables and from the
clean-up operation.  Collection hoppers are  located  under  each
processing table which eliminates waste fluming and spillage from
collection   bins  which  increases  the  clean-up  waste  loads.
another advantage is in the rapid  collection  and  transport  of
waste   solids   which   facilitate  further  processing  into  a
marketable by-product.  Otherwise,  it  may  have  been  rendered
unusable  by  lengthy  detention  times  in collection bins or by
contact with the waste stream.

The use of pneumatic  floor  brooms  and  nozzles  would  greatly
reduce the amount of water that is necessary to maintain sanitary
conditions.   Water would no longer be used to flush large solids
into collection drains, but rather  only  to  rinse  the  smaller
particles   not   amenable   to  pneumatic  collection  from  the
equipment, tables, and floors.

Rapid, waterless unloading of fish from boat holds  can  also  be
accomplished with pneumatic unloading systems.  The system, shown'
on  Figure  80, can replace many existing fish pump systems which
utilize bailwater.  Bailwater contains a  high  concentration  of
oils and solids and constitutes a serious treatment problem where
solubles  evaporation facilities are not available.  The unloader
may  also  be  integrated  into  a  dry  transport  system  which
eliminates  fluming  of  the  fish  from the docks, another major
source of wastewater.

Recycling or reuse

At this point, a distinction between recycling and  reuse  should
be  made.   Recycling  refers  to using treated water in the same
application for which it was previously  used,  while  reuse  can
include  other applications where water quality is less critical.
Multiple use of water implies its use more than  once,  but  each
time for a different purpose; for example, the countercurrent use
of water for successively dirtier applications.

Recycle  or  reuse can be the key to effective reduction in total
wastewater flow and pollution load, with nominal costs  involved.
Often  only  minimal  alterations in the present plant design are
required to segregate and collect individual streams which can be
recycled or reused for some other purpose.  In case of recycling,


                                323

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                                               .DU*L*tC«VMI CHMICIt*
Figure 7yt     Pneumatic unloading system (Temco,  Inc.).
                            CONVEYING LINE




f

I





I
Pi


IN
1
5KUP HOP)


SPEGTtON '

ER



BILES
1





"
J

                                                 HOSE
                                                 ATTACHMENT
 Figure 80.     Schematic drawing of in-plant dry solids
               removal  system  {Temco,  Inc.).
                           324

-------
fractional removal of pollutants is desirable.   Reuse  of  water
should  be  made judiciously.  The water to be used for the final
rinse of the product should be free of a) any  microorganisms  of
public  health  significance, b)  any materials or compounds which
could  impart  discoloration,  off-flavor,  or  off-odor  to  the
product, or otherwise adversely affect its quality.

IN-PLANT CONTROL RELATED TO SPECIFIC PROCESSES

Some methods which can be used to reduce waste loads, through in-
plant  control,  are  discussed  below  for each of the processes
which are considered to be major sources.

Fish Meal^Production In-Plant Control

There are three main sources of wastewater flows in the fish meal
production industry?  1) solubles plant discharge,  2)  bailwater
discharge,  and 3) stickwater discharge.  Other sources which are
of lesser importance are washwater and air scrubber water.

Solubles Plant Discharge

The primary discharge from the solubles plant is  the  barometric
drop  leg  water which is used to draw a vacuum on the condenser.
The average flow is about 31,000 1/kkg  (7400  gal./ton)  and  the
average BOD load is about 3 kg/kkg (6 Ibs/ton) .

Wastes  can  enter  the evaporator discharge through leaks in the
evaporator bodies,  through  boiling  over  into  condensate  and
tailstock water and through vapor entrainment.  Leaks and boiling
over  should be controlled by inspection, proper maintenance, and
proper operation of the evaporator sach that the  process "is  as
continuous  as  possible.  The batch method of evaporation, which
concentrates the liquid to 50 percent solids and then  dumps  the
entire  contents-  to  solubles  storage,  causes  the  pressures,
temperatures, and flow rates from each body to be in  a  constant
state  of  flux.   This greatly increases the probability of boil
over and spillage and  operation  of  this  equipment  should  be
supervised closely.

Bailwater

The  bailwater  used to unload the fish from the hold of the boat
consists  of  relatively  large  amounts  of  water  and  has   a
relatively high waste load as shown in Table 133.

The  most  acceptable  method  of controlling the bailwater waste
flow is recycling and evaporation.  This  has  the  advantage  of
yielding a useful by-product (solubles) while controlling wastes.
Bailwater  storage  capacity  is required to even the flow to the
plant.  The cost of evaporation can be reduced by  recycling  the
bailwater  after  it  is  separated  from  the fish in the plant.
Recycling is limited by the accumulation of fish solids and  oil,
which  results  in pump overloading.  The rate of accumulation of


                                325

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solids and oil can be reduced by treating  the  bailwater  before
recycling.   Two  methods  of  treatment  which  can  be used are
centrifuge and air flotation.  The solids from the treatment  can
be added to the process stream before the cooker or pumped to the
solubles plant to be evaporated.  A demonstration program using a
dissolved  air system for bailwater treatment is described in the
treatment portion of this section.

Stickwater

Stickwater, which remains after the oil  is  separated  from  the
press  liquor,  represents  a  very  high  waste  load.   Typical
characteristics are shown in Table
Stickwater should be controlled by evaporation or barged to  sea.
Xn-plant  control  of  this  waste source is especially important
since studies show that end- of -pipe treatment  of  Stickwater  is
particularly  difficult,  A study on alewife reduction Stickwater
showed 65  percent  removal  of  COD  using  chemical  additions,
however,  the  final  concentration  was  still 29,000 mg/1.  The
detention time in an aeration basin required to provide  a  final
effluent of 250 mg/1 COD was estimated to be 26 days (Quigley, et
al.  1972) .

Salmon Processing In-Plant Control

Whether  salmon  is  canned,  frozen,  dried, smoked or otherwise
prepared for specialty items, the major  loss  of  solids  occurs
during the butchering process.  Other major sources of wastewater
are thawing and fluming.

Most  salmon  are  processed  in  the  fresh condition.  However,
during periods of heavy harvesting or in remote areas not  having
processing  facilities,  the whole fish are often frozen and then
transported by boat or van to areas that have  the  handling  and
processing plants.  Salmon are sometimes gutted prior to freezing
in  order to prevent deterioration caused by the viscera being in
contact with the belly wall during freezing and during long  term
cold  storage.   A salmon, however, if frozen rapidly, adequately
glazed and then stored and frozen under proper conditions, can be
a high quality product.

The thaw tank water at one plant  sampled  contributed  about  30
percent  of  the  total flow.  The solids and BOD loads, however,
were only about 6 percent of the total.  The fish being thawed in
this case were whole and had not been deteriorated  by  spoilage.
Fish  which  have  been  gutted  prior  to  freezing  can  lose a
significant amount of solids due to  washing  out  and  leaching.
This  can  be reduced by cleaning the fish more thoroughly before
freezing.  Using spray or air thawing can reduce the water use in
this area; however, care must be taken to  prevent  lowering  the
quality of the flesh.
                                 326

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       Table 133   Typical fish meal process
            bailwater characteristics^
   Parameter
    Average Value
 Per Unit Production
Flow ratio

5 day BOD

Suspended solids

Grease and oil
210 1/kkg (50 gal./ton)

  B kg/kkg (16 Ib/ton)

  5 kg/kkg (Id Ib/ton)

  3 kg/kkg (6 Ib/ton)
 Table  134   Pish meal  stickwater  characteristics.
   Parameter
      Average Value
   Per Unit Production
Plow  ratio

5 day BOD

Suspended solids

Grease and  oil
 850  1/kkg  (200 gal./ton)

 65  kg/kkg  (130  Ibs/ton)

 55  kg/kkg  (110  Ibs/ton)

 25  kg/kkg  (50 Ibs/ton)
                   327

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Dissolved and suspended solids are lost, in the holding bins prior
to processing.  The amounts are dependent on the quality of fish,
the depth of fish, and the length of time held.

Flumes  used  to  carry  fish from holding bins to the butchering
machines can use a relatively large amount of water.   One  plant
sampled  in  Alaska  used  about  1100 1/kkg (260 gal./ton).  The
waste  loads  were  relatively  low.   Implimentation  of  a  dry
conveyance  system  would be offset by savings in water treatment
costs.

Salmon are butchered either by hand or mechanically.   The  solid
waste  consists  of  the  viscera,  and  depending on the type of
dressing, head, collar,  fins,  tail,  and  organs.   The  actual
amount  of  the  fish removed varies tremendously for the various
operations.  For example, fish being prepared for  the  fresh  or
frozen  market usually have the offal and head removed but seldom
the collar and fins.  Fish being prepared for  canning  have  the
collars,  tails  and  fins  removed.   The  solid portion removed
during butchering ranges from 10 to 35 percent.  The  flows  from
the  butchering  machine  were  about  40  percent  of  the total
effluent and contributed about 75  percent  of  the  waste  load.
Salmon should be processed through the butchering machine at near
the  optimum  rate  since  the  water  flow is independent of the
production rate for each machine.

Cannery butchered fish are hand or mechanically cut  into  steaks
that  fit  into  the designated can size.  The only solid loss at
this point is the meat that is  extruded  around  the  knives  or
dropped  on  the  floor  during  processing.  This meat should be
cleaned up prior to washdowns.

There is quite frequently a loss of solids due to the  mechanical
filling  machines'  extruding or dropping meat. The larger pieces
are usually used to  "patch  cans"  while  the  extruded  portion
becomes " waste  and  is  quite  often  washed out in the clean-up
water.                            ;

Salmon are steaked or  filleted  for  many  different  processes.
Steaking  operations  leave little waste since the entire carcass
is used.  However, there is an appreciable solid  residue  during
filleting  operations  since the backbone is removed.  There is a
signigicant percent of usable meat that can be removed  from  the
backbone and used as extruded meat for patties or forming.


It  has  become a practice to add oil to many salmon packs.  This
is usually determined by a market that requires large amounts  of
free  oil  in  the  cans  or  by  a  desire  to upgrade a pack of
extremely low oil salmon.  Recovered salmon heads are boiled  and
the  oil  is  skimmed  from  the  surface;  the remaining portion
consists of cooked meat and bone.  The waste  from  this  cooking
process  is  very  high  in  organic matter and should be handled
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separately from the other waste flows until  the  wastes  can  be
recovered, treated,, or trucked to a solubles plant.


Bottom Fish and Miscellaneous Finfish In-Plant Control


Filleting  of  fish  leaves  the  largest  amount  of  waste when
compared to other processes and yet is one of the  simplest  from
the  standpoint  of  unit  operations.   As previously stated, 70
percent or more of the landed fish is classified  as  waste  from
the  filleting  step.  This waste consists of offal heads and the
carcasses that can be deboned for meat recovery.  Wastewater from
manual filleting lines is generally minimal except  when  certain
types  of  sealers  are  used.   Some  plants were observed to be
operating desealers even when the fish were to be skinned  later.
The  water  flow  through the descaler should also be interlocked
with the motor, such that when the desealer is not operating  the
water flow is shut off.

The  wastewater  flows  and . loads  from mechanized lines such as
those used in the whiting industry can be quite large.   Much  of
the  water  results from the fluming of fish from holding bins to
the eviscerating line.  A dry-conveying system, as  used  in  the
sardine industry, would reduce flows and loads substantially.

Halibut  arrives at the plants either frozen or fresh.  The offal
and often the head are removed by the fishermen before  delivery.
Therefore, the processing scheme for halibut is rather simple and
results  in  small  amounts  of  waste.  The fletching of halibut
results in backbone and trimming waste that can  be  deboned  and
made  into  excellent  meat products.  The sawdust from sawing of
frozen halibut can be processed into a high  quality  fish  flour
for human consumption.


Herringr Food Processes In-Plant Control

The  wastewater  flows  and  loads from the canning, filleting or
pickling of herring can be substantial.

Most of the waste loads from the sardine  canning  industry  come
from  the  pumping  of  fish  to  the  holding bins and/or to the
packing tables and the dumping of  stickwater  from  the  precook
operations.  Bailwater used to transport fish to the holding bins
can be recycled or pneumatic fish unloading systems, as discussed
previously  in  this  section,  could  be  used.,  Flumes from the
holding bins to the packing tables have been replaced at  several
plants with conveyor systems.

The  stickwater  from  the  precook Ce»n dumps should be collected
separately for by-product recovery as this is  very  concentrated
liquid with BOD loads of 20,000 to 50,000 mg/1.


                               329

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Herring  filleting  produces  a  high waste load due to unloading
water and the fluming of fish to and from the filleting machines.
The filleting machines should  also  be  maintained  properly  to
reduce  the number of mutilated fish.  Ideally, herring filleting
operations should be located near reduction plants which can take
the  large  volume  of  carcasses  generated.   If  this  is  not
possible,  fluming  water  should  be  reduced  by dry-conveying.
Bailwater should be recycled or  air  unloading  systems  can  be
used.

Herring  pickling  produces a high waste load due to the scaling,
cutting and curing operations.  Water used for descaling could be
recycled and flumes to the cutting and filleting operations could
be replaced with conveyor systems.  The  water  from  the  curing
vats is a small percentage of the total; however, the BOD load, is
high  and should be handled and treated separately from the other
waste flows.
Clamor Oyster Process In-Plant Control

The largest flows and loads from the shellfish processes  studied
are  from  the  mechanized surf clam operation where considerable
washing  of  the  product  is  performed.   The  washwater   from
operations  toward  the  end of the process should be reused near
the beginning  of  the  process  where  quality  control  is  not
critical.  The clam bellies constitute about seven to ten percent
of  the  weight  in  the shell and should be recovered for animal
food.

The flows and loads from oyster plants are  less  than  for  clam
plants  since  the viscera is not removed during processing.  The
washdown water at the  two  steamed  oyster  plants  investigated
appeared  to  be abnormally high in volume and waste loads and it
is believed that a substantial reduction  can  be  made  in  this
area.

Bnd-of-Pipje Control Technicrues and Processes

Historically,  seafood  plants  have  been  located  near or over
receiving waters which were considered  to  have  adequate  waste
assimilative  capacities.   The nature of the wastes from seafood
processing operations are such that they  are  generally  readily
biodegradable  and  do  not  contain  substances at toxic levels.
There are even several instances where the biota seem  to  thrive
on  the  effluent,  although  there  is  generally a shift in the
abundance of certain species.  Consequently, at the time of  this
study   most   seafood  processors  had  little,  if  any,  waste
treatment.

Increasing concern about the  condition  of  the  environment  in
recent  years  has  stimulated  activity  in  the  application of
existing waste treatment technologies to  the  seafood  industry.
However,  to  date  there  are few systems installed, operational


                               330

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data are limited and many technologies which  might  find  appli-
cation  in  the  future  are  unproved.   The  following  section
describes the types of end-of-pipe control techniques  which  are
available,  and  discusses  case  histories  where each have been
applied to the seafood industry on either a pilot plant or  full-
scale   level.    Several   techniques  or  systems  are  closely
associated with trade names.  The mention  of  these  trade  name
systems, however, does not constitute endorsement; they are cited
for information purposes only.

Remote Alaska Physical Treatment alternative

Figure  81  illustrates  a treatment alternative for discharge of
comminuted processing wastes for  the  remote,  isolated  Alaskan
seafood processor,

Waste Solids Separation, ConcentrationandDisposal

Nearly  all fish processors produce large volumes of solids which
should  be  separated  from  the  process  water  as  quickly  as
possible.   A study done on freshwater perch and smelt (23) shows
that a two hour contact time between offal and the carriage water
can increase the COD concentration as.much  as  170  percent  and
increase  suspended  solids  and BOD about 50 percent (see Figure
82}.  Fish  and  shellfish  solids  in  the  waste  streams  have
commercial  value  as  by-products  only if they can be collected
prior to significant decomposition, economically  transported  to
the subsequent processing location, and marketed.

Many  processors  have  recognized  the  importance  of immediate
capture of  solids  in  dry  form.   Some  end-of-pipe  treatment
systems  generate  further•  waste  solids ranging from dry ash to
putrescible sludges containing 98 to 99»5 percent water.  Sludges
should be subjected to concentration  prior  to  transport.   The
extent and method of concentration required depends on the origin
of  the  sludge, the collection method, and the ultimate disposal
operation.   The  descriptions  which  follow  are  divided  into
separation,  concentration,   disposal  (including  recycling  and
application to the land), and wastewater treatment.


Separation methods

Screening  and  sedimentation  are   commonly   used   separation
techniques employing a combination of physical chemical forces.

Screening  is  practiced, in varying degrees, throughout the U.S.
fish and shellfish processing  industries  for  solids  recovery,
where  such  solids  have  marketable value, and to prevent waste
solids  from  entering  receiving  waters  or  municipal  sewers.
Screens may be classified as follows:

     a.  revolving drums (inclined, horizontal, and vertical
         axes) ;

                               331

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     b.  vibrating, shaking or oscillating screens (linear
         or circular motion);
     c.  tangential screens (pressure or gravity fed);
     d.  inclined troughs;
     e.  bar screens;
     f.  drilled plates;
     g.  gratings;
     h.  belt screens; and
     i.  basket screens.

Rectangular  holes or slits are correlated to mesh size either by
geometry or performance  data.   Mesh  equivalents  specified  by
performance  can  result in different values for the same screen,
depending on the nature of  the  screen  feed.   For  example,  a
tangential  screen  with  a  0.076 cm (0.030 in.) opening between
bars may be called equivalent to a UO-mesh screen.  The particles
retained may be smaller than 0.076 cm diameter, however,  because
of hydrodynamic effects.

Revolving  drums consist of a covered cylindrical frame with open
ends.  The screening surface is a perforated sheet or woven mesh.
Of the three basic revolving drums, the simplest is the  inclined
plane  (drum axis slightly inclined).  Wastewater is fed into the
raised end of the rotating drum.  The captured solids migrate  to
the  lower  end  while  the  liquid  passes through the screening
surface.

Horizontal drums usually have the bottom portion immersed in  the
wastewater.   The  retained solids are held by ribs on the inside
of the drum and conveyed upward until deposited by gravity into a
centerline conveyor.  Backwash sprays are generally used to clean
the screen.  A typical horizontal drum is  shown  in  Figure  83.
F.G.  Claggett  (32)  tested this type rotary screen using a size
34-mesh on salmon canning wastewater and also on  bailwater  from
herring boats.  The results are listed in Table 135.


Inclined  and horizontal drum screens have been used successfully
in several seafood  industries,  such  as  the  whiting,  herring
filleting, and fish reduction plants.

At  least  one  commercial  screen  available  employs  a rapidly
rotating   (about  200  rpm)   drum  with  a  vertical  axis.   The
wastewater  is  sprayed  through one portion of the cylinder from
the inside.  A backwash is provided in  another  portion  of  the
cycle  to  clear  the  openings.  Woven fabric up to UOO-mesh has
been used satisfactorily.  This unit is called  a  "concentrator"
since  only a portion of the impinging wastewater passes through.
About 70 to 80 percent of the wastewater is treated  effectively,
which  necessitates  further  treatment  of the concentrate.  The
efficacy of this, and other systems, in  treating  shellfish  and
seafood  wastes  have  been  investigated on a pilot scale in the
Washington salmon industry,  and  the  Alaskan  crab  and  shrimp


                                 332

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           V


            RAW PROCESSING
         WASTES HOLDING TANK
                     DRY CAPTURED
                     SHELLS a VISCERA
                                                 2 GRINDERS OR
                                                 COMMINUTORS
                       8" » HD POLYETHYLENE
                     DEEP WATER DISCHARGE OF
                     COMMINUTED PROCESSING WASTES
                     PUMPED TO 15 FATHOM DEPTH AT
                     MEAN LOW TIDE.
Figure 81.     Alaskan physical treatment alternative, remote
         plants with adequate flushing available.
                    333

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 W


 1
 H
 EH
 H
 2
 H
 W
 CO
     200
     100
           x  SMELT WASTE WATER

           O PERCH WASTEWATER
            COD
      50
      25
BOD
 H
 w
 Oi
     100
      50
            SUSPENDED SOLIDS
                  20     40      60     80      100


                          TIME - MINUTES
                                            120
Figure 82.   Increase in waste  loads through prolonged

           contact with  water.  (23)
                         334

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 BACKWASH
WATER SPRAY
                                                        ROTARY SCREEN
            Figure 83.   Typical horizontal drum rotarv  screen.

-------
                                            WASTE WATER
SURGE   FLAP
                                                        TANGENTIAL
                                                          SCREEN
     OVERSIZE
              Flqyre 84.   Typical tangential screen,
                           336

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industries  (33)  with some success.  The results of these studies
are shown in Table 136.

Vibratory screens are more commonly used in the seafood  industry
as  unit operations rather than wastewater treatment.  The screen
housing is supported on springs which are forced to vibrate by an
eccentric.  Retained solids are driven in a spiral motion on  the
flat  screen  surface  for  discharge  at  the  periphery.  Other
vibratory-type  screens  impart  a  linear  motion  to   retained
particles  by  eccentrics.   Blinding is a problem with vibratory
screens handling seafood wastewaters.  Salmon waste is  difficult
to  screen  because of its fibrous na-cure and high scale content.
Crab butchering waste,  also  quite  stringy,  is  somewhat  less
difficult to screen.

Table  137  shows the results of the National Canners Association
study on salmon canning wastewaters which included tests using  a
vibrating  screen.   It can be seen that the removal efficiencies
are lower than for  the  horizontal  drum  screen  or  the  SWECO
concentrator.   The  vibratory  screen was also more sensitive to
flow variations and the solids content of the wastewater.

Tangential screens are finding increasing acceptance  because  of
their  inherent  simplicity,  reliability  and  effectiveness.  A
typical tangential screen is shown in Figure 84.  It consists  of
a  series  of  parallel  triangular  or wedgeshaped bars oriented
perpendicular to the direction of flow.  The  screen  surface  is
usually  curved and inclined about 45 to 60 degrees.  Solids move
down the face and -fall  off  the  bottom  as  the  liquid  passes
through the openings  ("Coanda effect11) .  No moving parts or drive
mechanisms  are  required.   The feed to the screen face is via a
weir or a pressurized  nozzle  system  impinging  the  wastewater
tangentially  on  the  screen  face  at the top.  The gravity-fed
units are limited to about 50 to 60-mesh (equivalent) in treating
seafood wastes.  Pressure-fed screens can be operated  with  mesh
equivalents of up to 200-mesh.

Tangential  scr-eens  have met with considerable acceptance in the
fish and shellfish industry.  They currently represent  the  most
advanced  waste  treatment  concept  voluntarily adopted by broad
segments of the industry.  One reason for  this  wide  acceptance
has  been  the  thorough  testing  history of the unit.  Data are
available  (although  much  is  proprietary)  on  the  tangential
screening  of  wastewaters  emanating  from  plants  processing a
variety of species.  A summary of some  recent  work  appears  in
Table 1?8.

Large solids should be separated before fine screening to improve
performance  and  prevent  damage to equipment.  One method is to
cover floor drains with a coarse  grate  or  drilled  plate  with
holes  approximately  0.6 cm (0.25 in.) in diameter.  This coarse
grate and a magnet can prevent oversize or unwanted objects  such
as  polystyrene  cups,  beverage cans,  rubber gloves, tools, nuts
and bolts or broken machine belts  from  entering  the  treatment


                                 337

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             Table 135   Northern sewage screen
                        test results.
           Wastewater
             Source
           Percentage Reduction
              In Total Solids
             (34-mesh screen)
             (Claggett, 1973)
        Salmon canning
        Herring bailwater
                    57
                    48
        Table  135   SWECO concentrator test results.
Wastewater Source
    Parameter
Percentage Reduction
165-mesh   325-mesh
Salmon
Settleable solids
             100
Shrimp peeler
Suspended solids      53
COD                   36
Settleable solids     99
                                                      34
                                                      36
                    Suspended solids      73
                    COD                   46
       Table 137    SWECO vibratory screen performance
       on salmon canning wastewaters
           Parameter
                   Percentage
                   Reduction
                (40-mesh screen)
       Settleable solids
       Suspended solids
       COD
                       14
                       31
                       30
                            338

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         Table 138 .  Tangential screen performance.
Wastewater
  Source
Parameter
      Percentage Reduction
 30   TU      50   TOT    150-
mesh   mesh    mesh  mesh   mesh
Sardines
  (42)
ss
             BOD
 26

  9
Salmon
Set. solids

SS

COD
                      35

                      15

                      13
       86

       36

       25
Shrimp

  (33)
Set. solids   88

SS            46

COD           21
                93

                43

                18
83

58

23
Salmon

  (33)
Set. solids'  50

SS          ,  56

COD           55
King Crab

  (33)
Set. solids   83

SS            62

COD           51
Salmon

 (34)


Herring

  (345
Total
solids
Total
solids
        56
        48
                              339

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system.   Such  objects can cause serious damage to pumps and may
foul the screening system.

Some salmon canneries utilize a  perforated  inclined  trough  to
separate large solids from the wastewater.  The wastewater is fed
into  the  lower-  end  and  conveyed  up  the  trough  by a screw
conveyer.  The liquid escapes through the holes while the  solids
are  discharged  to  a holding area.  Inclined conveyors and mesh
belts  are  commonly  used  throughout  the  fish  and  shellfish
industry to transport and separate liquids from solid wastes.

A  typical  screening  arrangement  using  a tangential screen is
shown in Figure 85.  A sump is useful in maintaining  a  constant
wastewater  feed  rate  to the screen.  It also helps to decrease
fluctuations in the wastewater solids load such as occur in batch
processes.  Some form of agitator may be  required  to  keep  the
suspended solids in suspension.  Ideally, the sump should contain
a  one-half  hour  or  more storage capacity to permit repairs to
downstream  components.   The   pump   used   is   an   important
consideration.   Centrifugal  trash  pumps,  of the open impeller
type, are commonly used, however, this  type  of  pump  tends  to
pulverize  solids  as they pass 'through.  During an experiment on
shrimp  wastes  the  level  of  settleable  solids   dramatically
increased  after  screening (30-mesh screen) when the waste water
was  passed  through   a   centrifugal   pump   (33).    Positive
displacement   or   progressing   cavity   non-clog   pumps   are
recommended.  Screens should be installed with the  thought  that
auxiliary cleaning devices may be required later.

Blinding  is  a problem that depends, to some extent, on the type
of screen employed, but to a greater extent on the nature of  the
waste  stream.  Salmon waste is particularly difficult to screen.
One cannery has reduced plugging by installing mechanical brushes
over the face of their tangential screen.

Many of the screen types  mentioned  above  produce  solids  con-
taining  considerable  excess  water which must be removed either
mechanically or by draining,  A  convenient  place  to  locate  a
screen  assembly  is  above the storage hopper so that the solids
discharge directly to the hopper.  However, hoppers do not permit
good drainage of most stored solids.  If mechanical dewatering is
necessary, it may be easier to locate the screen assembly on  the
ground and convey dewatered solids to the hopper.

Processing  wastewaters  from  operations  in  seafood plants are
highly variable with respect to suspended  solids  concentrations
and  the  size  of particulates.  On-site testing is required for
optimum selection in all cases.

Some thought should be given to installing  multiple  screens  to
treat  different  streams  separately  within  the process plant.
Some types of screens are superior for specific  wastewaters  and
there  may  be  some  economy in using expensive or sophisticated
screens only on the hard-to-treat portions of the waste flows.


                                 340

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                                                                                                       WASTEWATER
                                                                                                       SOLIDS
                INFLUENT
               WASTEWATER
to
                                             POSITIVE DISPLACEMENT
                                               NON-CL08 PUMP
                                           SOLIDS FROM PLANT
SCREENED WASTEWATER
 TO NEXT TREATMENT SYSTEM
 OR TO RECEIVING WATER
 OR TO MUNICIPAL SYSTEMS
                                                                       TO SOLIDS
                                                                        DISPOSAL
                                                                      OR BY- PRODUCT
                                                                        RECOVERY
                          Flgura  85. Typical  screen  system for seafood  processing operations,

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Microscreens to effect solids removal from salmon wastewaters  in
Canada  have  been  tried.   They  were  found  to be inferior to
tangential  screens  for  that  application,   Microscreens   and
microstrainers  have  not,  however,  been  applied in the United
States.

Screens of most types are relatively insensitive to discontinuous
operation and flow fluctuations, and require little  maintenance.
The  presence  of  salt  water  necessitates the use of stainless
steel elements.  Oil and grease accumulation can  be  reduced  by
spraying the elements with a fluorocarbon coating.

Screens  of  proper  design  are  a reliable and highly efficient
means of seafood waste treatment,  providing  the  equivalent  of
wprimary  treatment."   The  cost of additional solids treatment,'
approaching 95 percent solids removal by means  of  progressively
finer  screens  in  series  must,  in  final  design, be balanced
against  the  cost  of  treatment  by  other  methodsf  including
chemical coagulation and sedimentation,


Sedimentation

Sedimentation,  or  settling  of  solids,  effects  solids-liquid
separation by means of gravity.  Nomenclature for the basins  and
equipment  employed  for this process includes terms such as grit
chamber, catch basin, and clarifier, depending  on  the  position
and  purpose  of the particular unit in the treatment train.  The
design of each unit, however, is based on common  considerations.
These   include;  the  vertical  settling  velocity  of  discrete
particles to be removed, and the horizontal flow velocity of  the
liquid  stream.   Detention times required in the settling basins
range from a few minutes for heavy shell fragments to  hours  for
low-density  suspensions.  Grit chambers to remove sand and shell
particles are common in the clam and oyster industries,  however,
the  current absence of settling basins or clarifiers in the fish
industries indicates the desirability of simple on-site  settling
rate  studies  to  determine  appropriate  design  parameters for
liquid streams undergoing such  treatment.   Section  V  of  this
study presents the results of settleable solids tests, which were
determined using the Imhoff cone method, for each seafood process
monitored.

Removal  of  settled  solids  from  sedimentation units is accom-
plished by drainoff,  scraping,  and  suction-assisted  scraping.
Frequent  removal  is  necessary  to avoid putrefaction.  Seafood
processors using brines and sea water must consider the corrosive
effect  of  salts  on  mechanism   operation.    Maintenance   of
reliability  in  such  cases  may  require parallel units even in
small installations.

Sedimentation processes can be upset by such "shock loadings11  as
fluctuations  in  flow  volume,  concentration and, occasionally,
temperature.   Aerated  equalization  tanks  may  provide  needed


                                  342

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capacity  for  equalizing  and mixing wastewater flows.  However-,
deposition of solids and waste degradation  in  the  equalization
tank may negate its usefulness.

Sedimentation tests run on a combined effluent from a fresh water
perch  and  smelt  plant  produced an average of approximately 20
percent BOD and 9 percent suspended solids  removal  after  a  60
minute  detention  time  (26)e   The  nature  of  most  fish  and
shellfish wastewater require that chemical coagulants be added to
sedimentation processes to induce removal of suspended colloids.

A partially successful gravity clarification system was developed
using large quantities of a commercial coagulant  called  F-FLQK.
F-FLOK  is a derivative of lignosulfonic acid marketed by Georgia
Pacific Corporation.  In a test on salmon wastewater, reported by
E. Robbins (35), the floe formed  slowly  but,  after  formation,
sedimentation  rates  of four feet per hour were achieved.  Table
139 shows the results of the test.

Properly designed and operated sedimentation units  incorporating
chemical   coagulants   can   remove   most  particulate  matter.
Dissolved material, however, will require  further  treatment  to
achieve necessary removals.

It  is  important  to  note that the gravity clarifiers described
above, when operated with normal detention  times,  may  lead  to
strong  odors  due  to  rapid  microbial action.  This could also
produce floating sludge.

Major disadvantages of sedimentation  basins  include  land  area
requirements  and  structural  costs.   In  addition, the settled
solids normally require dewatexring prior to ultimate disposal,


Concjjntraticm	methods

Although  screenings  from  seafood  wastewater  usually  do  not
require  dewatering;  sludges,  floats,  and  skimmings from sub-
sequent treatment steps must usually be concentrated or dried  to
economize   storage   and   transport.   The  optimum  degree  of
concentration and the equipment used must be determined in  light
of  transportation  costs and sludge characteristics, and must be
tailored to the individual plant's location and production.

Sludges, floats, skimmings, and other  slurries  vary  widely  in
dewaterability.   Waste  activated sludges and floated solids are
particularly difficult to dewater.   It  is  probable  that  most
sludges  produced in treating fish processing wastes will require
conditioning  before  dewatering.   Such  conditioning   may   be
accomplished  by means of chemicals or heat treatment.  Anaerobic
digestion to stabilize sludges before dewatering is not  feasible
at  plants  employing  salt  waters or brines.  Aerobic digestion
will produce a stabilized sludge, but not one which  is  easy  to
dewater.   The  quantity  and  type of chemical treatment must be
                                343

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determined in light of the ultimate fate of the solids  fraction.
For  example,  lime  may be deposited on the walls of condensers.
Alum has been shown to be  toxic  to  chickens  at  0.12  percent
concentrations,  and should be used with care in sludges intended
for feed byproduct recovery.

A large variety of equipment is available for  sludge  dewatering
and concentration, each unit having particular advantages.  These
units   include  vacuum  filters,  filter  presses,  gravity-belt
dewaterers,  spray  dryers,  incinerators,  centrifuges,  cyclone
classifiers, dual-cell gravity concentrators, multi-roll presses,
spiral  gravity concentrators, and screw presses.  Such equipment
can concentrate sludges from 0.5 percent  solids  to  a  semi-dry
cake  of  12 percent solids, with final pressing to a dry cake of
over 30 percent solids.   Units  are  generally  sized  to  treat
sludge  flows  no  smaller  than  38  1/min  (10  gpm).   Because
maintenance  requirements  range  from  moderate  to  high,   the
provision   of   dual   units  is  required  for  continuity  and
reliability.

In the seafood industry  only  fish  meal  plants  currently  use
solids   dewatering   and   concentration   equipment.     Smaller
installations with flows under about 757  cum/day  (200,000  gpd)
probably cannot utilize dewatering equipment economically.


Disposal methods

A  high  degree of product recovery is practiced by industries in
locations where solubles and meal plants are available.  The  pet
food,  animal  food  and  bait industries also use a considerable
amount of solids from some industries.  Where such facilities  do
not  exist,  alternative  methods  of.  solids  disposal  such  as
incineration, sanitary landfill and deep  sea  disposal  must  be
considered.

Most  fish  industries  have  not  yet tried seafood solids waste
incineration,  continuous operation of multiple  hearth  furnaces
has  provided  effective  incineration  of  municipal  wastes and
sludges.  Intermittent start-up and shut-down is inefficient  and
shortens the useful life of the quipment.

A molten salt bath incinerator is under development with one unit
in  operation.   The by-products are CO2, water vapor,  and a char
residue skimmed from the combustion  chamber.   This  device  may
prove to be viable in reasonably small units (36).

Both  types  of  incineration  waste  beneficial  nutrients while
leaving an ash which requires ultimate disposal.  Fuel  costs  are
also  high  and air po!3.ution control equipment must be installed
to minimize emissions.

Sanitary landfill is  most  suitable  for  stabilized  (digested)
sludges  and  ash.   In  some  regions, disposal of seafood waste


                                  344

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solids in a public landfill is unlawful.  Where allowed and wJieire
land is available, private landfill may be a practical method  of
ultimate  disposal.  Land application of unstablized, putrescible
solids as a nutrient source may be  impractical  because  of  the
nuisance   conditions  which  may  result.   The  application  of
stabilized  sludges  as  soil   conditioners   may   have   local
feasibility.

The   practicality  of  landfill  or  surface  land  disposal  is
dependent on the absence of a solids reduction facility, and  the
presence of a suitable disposal site.  The nutritive value of the
solids  indicates  that  such  methods  are among the least cost-
efficient currently available.

In addition to placement in or on the land eand dispersal  in  the
atmosphere  (after  incineration), the third (and only remaining)
ultimate disposal alternative is dispersion in the waters.   Deep
sea disposal of fish wastes can be a means of recycling nutrients
to  the  ocean.   This  method  of  disposal does not subject the
marine environment to  the  potential  hazards  of  toxicity  and
pathogens  associated  with  the dumping of human sewage sludges,
municipal refuse and many industrial  wastes.   The  disposal  of
seafood  wastes in deep water or in areas subject to strong tidal
flushing can be a practical and  possibly  beneficial  method  of
ultimate  disposal.   In  some  locations,  the entire waste flow
could be ground and pumped to a  dispersal  site  in  deep  water
without adverse effects.  The tJ.S. Congress recognized the unique
status  of  seafood  wastes  when,  in  1972,  they  specifically
exempted fish and shellfish processing wastes  from  the  blanket
moratorium  on  ocean  dumping  contained in the so-called "Ocean
Dumping Act."

Grinding and disposing of wastes in shallow, quiescent  bays  has
been practiced in the past, but should be discontinued.  Disposal
depths of less than 13 m (7 fathoms), particularly in the absence
of vigorous tidal flushing, may be expected to have a detrimental
effect  on  the marine environment and the local fishery, whereas
discharge into a deep site generally would not.

The identification  of  suitable  sites  for  this  practice  un-
doubtedly  demands  good judgment and detailed knowledge of local
conditions.  Used in the right manner, however, deep sea disposal
is an efficient and  cost-effective  technique,  second  only  to
direct solids recovery and by-product manufacture.

Wastewater Treatment

Wastewater   treatment   technology  to  reduce  practically  any
effluent  to  any  degree  of  purity  is  available.   The  cost
effectiveness  of  a  specific  technology depends in part on the
contaminants to be removed, the level of  removal  required,  the
scale  of  the  operation, and most importantly on local factors,
including site availability and climate.  Because  these  factors
vary  widely  among  individual  plants  in  the  fish processing


                                 345

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industries, it is difficult to attempt to identify  a  technology
which  may  prove  superior  to  all  others within an industrial
subcategory.

The following  general  description  is  divided  into  physical-
chemical and biological methods for the removal of contaminants.


physical-chemical treatment

Physical-chemical  treatment is capable of achieving high degrees
of wastewater purification in significantly  smaller  areas  than
biological methods.  This space advantage is often accompanied by
the  expense  of  high  equipment,  chemical,  power,  and  other
operational  costs.   The  selection  of  unit  operations  in  a
physical-chemical  or biological-chemical treatment system cannot
be isolated cost-effectively from the constraints of  each  plant
site.    The   most  promising  treatment  technologies  for  the
industries mider consideration are chemical coagulation  and  air
flotation.    There  is  yet  little  practical  application  for
demineralization   technology    including    reverse    osmosis,
electrodialysis, electrolytic treatment, and ion exchange, or for
high levels of organic removal by means of carbon adsorption.


Chemical Oxidation

Chlorine  and  ozone  are  the  most promising oxidants, although
chlorine dioxide, potassium permanganate, and others are  capable
of  oxidizing  organic  matter  found in the process wastewaters.
This  technology  is  not  in  common  use  because  of  economic
feasibility restrictions.

Chlorine  could  be  generated  electrolytically from salt waters
adjoining most processors of  marine  species,  and  utilized  to
oxidize  the  organic  material  and ammonia present (37).  Ozone
could be generated on-site and pumped into de-aerated wastewater.
De-aeration is required to reduce the build-up  of  nitrogen  and
carbon  dioxide  in  the recycle gas stream.  The higher the COD,
the higher the unit ozone reaction  efficiency.   Both  oxidation
systems offer the advantages of compact size.  The operability of
the technology with saline wastewaters, and the practicability of
small  units,  have  not been evaluated in the seafood processing
industry (38) .


Air Flotation

Air flotation with appropriate chemical addition  is  a  physical
chemical  treatment  technology  capable  of  removing heavy con-
centrations of solidsi, greases, oils, and dissolved  organics  in
the  form  of  a  floating  sludge.  The buoyancy of released air
bubbles rising through the wastewater  lifts  materials  in  sus-
pension  to  the  surface.   These  materials include substantial


                                346

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dissolved organics and chemical  precipitates,  under  controlled
conditions.   Floated,  agglomerated sludges are skimmed from the
surface, collected and dewatered.  Adjustment of pH to  near  the
isoelectric  point  favors  the removal of dissolved protein from
fish  processing  wastewaters.   Because  the  flotation  process
brings  partially  reduced  organic  and  chemical compounds into
contact with oxygen in the air bubbles, satisfaction of immediate
oxygen demand is a benefit of the process in operation.   Present
flotation  equipment  consists  of  three  types  of  systems for
wastewater treatment:  1)   vacuum  flotation;  2)  dispersed  air
flotation; and 3) dissolved air flotation.

1.   Vacuum  flotation:   In  this  system,  the  waste  is first
aerated, either directly in an aeration tank or by permitting air
to enter on the suction side of a  pump.   Aeration  periods  are
brief, some as short at 30 seconds, and require only about 185 to
370 cc/1  (0.025 to 0.05 cu ft/gal) of air (39).  A partial vacuum
of  about  0.02  atm   (9 in. of water) is applied, which releases
some air as minute bubbles.  The bubbles and attached solids rise
to the surface to form a scum  blanket  which  is  removed  by  a
skimming  mechanism.   A  disadvantage is the expensive air-tight
structure needed to maintain the vacuum.  Any  leakage' from  the
atmosphere adversely affects performance.

2.   Dispersed  air flotation:  Air bubbles are generated in this
process by the mechanical shear of propellers, through diffusers,
or by homogenization of gas and liquid streams.  The results of a
pilot study on  tuna  wastewater  are  shown  in  Table  140  and
indicate   that   a  dispersed  air  flotation  system  could  be
successful.  The unit was a WEMCO HydroCleaner with  five  to  10
minute detention time.  The average percent reduction of five-day
BOD, grease and oil, and suspended solids was estimated using two
types  of  chemical  additives.   Each  run consisted of one hour
steady state operation with flow proportioned samples taken every
five minutes.  It should be noted that the average of  five  runs
with  different  chemical additions are presented rather than the
optimum.


3.  Dissolved air flotation:  The dissolved air can be introduced
by one of the methods:  1) total flow pressurization; 2)  partial
flow  pressurization;  or  3)  recycle  pressurization.   In this
process, the wastewater or a recycled stream  is  pressurized  to
3.0  to  H.H  atm   (30 to 50 psi) in the presence of air and then
released into the flotation tank which is  at  ambient  pressure.
In  recycle  pressurization  the  recycle  stream  is held in the
pressure unit for about one minute before being  mixed  with  the
unpressurized  main  stream  just  before  entering the flotation
tank.

The flotation system of choice depends on the characteristics  of
the  waste  and  the  necessary  removal efficiencies.  Mayo  (10)
found use of the recycle gave best results for  industrial  waste
and  had  lower  power  requirements.   Recycling  flows  can  be


                               347

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            fable 135  .  Gravity clarification
         lifting F-FLOK coagulant
                                   (35)
Coagulant
Concentration
(mg/1)
5020
4710
23yO
Total
Solids Recovery
(%)
68
60
47
Protein
Recovery
(%)
92
SO
69
Table  140   Results  of dispersed air flotation on tuna
      wastewater   (43)
Chemical
Additive

Treto lite
7-16 mg/1

Drew 410
3-14 mg/1
Influent Reduction
Parameter (mg/1) %

BOD
O&G
SS

BOD
O&G
SS
(Average of five runs)
4400
273
882
(Average of eight runs)
211
54 .
245

47
68
30

47
50
30
                          348

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adjusted -to insure uninterrupted  flow  to  the  flotation  cell.
This  can be very useful in avoiding system shutdowns.  A typical
dissolved air flotation system is  shown  in  Figure  86,  and  a
typical dissolved air flotation unit is shown in Figure 87.

Air  bubbles usually are negatively charged.  Suspended particles
or colloids may have a significant  electrical  charge  providing
either  attraction  or repulsion with the air bubbles.  Flotation
aids can be used to prevent air bubble  repulsion.   In  treating
industrial  wastes  with large quantities of emulsified grease or
oil, it is usually beneficial  to  use  alum,  or  lime,  and  an
anionic  polyelectrolyte  to  provide  consistently  good removal
(HO).

Emulsified grease or  oil  normally  cannot  be  removed  without
chemical  coagulation  (41).   The  emulsified chemical coagulant
should be provided in sufficient quantity  to  absorb  completely
the  oil  present  whether  free  or  emulsified.  Good flotation
properties are characterized by a tendency for the floe to  float
with   no  tendency  to  settle  downward.   Excessive  coagulant
additions result in a heavy floe which is only partially  removed
by  air  flotation.  With oily wastewaters such as those found in
the fish processing  industry,  minimum  emulsification  of  oils
should  result  if  a recycle stream only, rather than the entire
influent, were passed  through  the  pressurization  tank.   This
would  insure  that  only  the  stream  (having  been  previously
treated) with the lower oil content would  be  subjected  to  the
turbulence  of the pressurization system.  The increased removals
achieved, of  course,  would  be  at  the  expense  of  a  larger
flotation unit than that which would be needed without recycle.

The water temperature determines the solubility of the air in the
water  under  pressurization.   with-  lower  water temperature, a
lower quantity of recycle  is  necessary  to  dissolve  the  same
quantity  of  air.   The  viscosity of the water increases with a
decrease in temperature so that  flotation  units  must  be  made
larger  to  compensate for the slower bubble rise velocity at low
temperatures.  Mayo  (40)  recommended,  that  flotation  units  for
industrial  application  be  sized  on a flow basis for suspended
solids concentrations less  than" 5000  mg/1.   Surface  loadings
should  not exceed 81 1/sq m/min (2 gal./sq ft/min).  The air-to-
solids ratio is important, as well.  Mayo  (40)  recommended  0.02
kg of air per kg of solids to provide -a safe margin for design.

Flotation  is  in  extensive use among- food processors for waste-
water treatment.  Mayo (10) presented data showing high  influent
BOD  and  solids  concentrations, each in the range of 2000 mg/1.
Reductions reached 95 percent BOD removal and 99.7 percent solids
removals, although most removals were five percent to 20  percent
lower.   The  higher  removals  were attainable using appropriate
chemical additions and, presumably, skilled  operation.   A  full
scale  dissolved  air  flotation unit was recently installed at a
tuna plant on Terminal Island, California,,  Table 141  shows  the
results  of  the  pilot plant study that proceeded the full scale
                                   349

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            SCREENED
            WA3TEWATER
co
(71
O
                   FROM SCREENED

                   SOLIDS HOPPER
                                     CHEMICAL
                                      FEED  AIR
                                           O
            PUMP
CENTRATE OF USED )
DRY OR
CONCENTRATED
SOLIDS
HCLDiSG TA8SC
'

SCREENED WASTEWATER
TO NEXT TREATMENT SYSTEM
OR TO RECEIVING WATER
OR TO MUNICIPAL SYSTEMS
                                       TO SOLUS
                                        DISPOSAL
                                      OR BY-PRODUCT
                                       RECOVERY
             Figure 86-   Typical  dissolved air  flotation system  for seafood  processing  operations.

-------
        SCREENED

        WASTEWATER
co
en
                SURGE TANK
                                                                              CELL
                    Figure B?.      Dissolved air flotation  unit  (Carborundum Company)

-------
unit and Table 142 gives the percent reductions  calculated  from
the  samples  collected  in  1973.   Operational difficulties are
thought to have reduced the effectiveness of the unit.  The pilot
plant treated a flow of 0.5 to 1.0 I/sec (7.5 to 15 gpm)  with  a
constant  recycle  of  0.5 I/sec  (7.5 gpm).  The full scale plant
treated a flow of 28 I/sec (450 gpm) with no recycle.

Two more full scale dissolved air flotation units for tuna plants
have been ordered and are due  to  start  in  1974  according  to
Robbins of Envirotech Corporation (35).

At  least two significant pilot plant studies have been performed
on shrimp wastewater, one in Louisiana and the other  in  Alaska.
Table  143  and  Table  144  list  the  results of the respective
studies.

The Louisiana shrimp study was conducted by Region VI E.P.A.  and
Dominique,  Szabo,  and  Associates,  Inc.  using  a  Carborundum
Company  dissolved  air  flotation pilot unit which treated a 3.1
I/sec (50 gpm) flow using 1:1 recycle, and 170 1/hr (6 cu  ft/hr)
air at a pressure of 2.7 atm (40 psig).

The  Alaska  shrimp  study  was  conducted by the National Marine
Fisheries Service Technology center, using a Carborundum  Company
dissolved air flotation pilot unit, which treated a 3.1 I/sec (50
gpm) flow using 10 percent recycle.

Preliminary  indicators  from the Louisiana shrimp show that alum
at 75 ppm and a polyelectrolyte at 0.5 - 5.0 ppm produce the best
removal efficiencies (see Figure 88) .

Various chemical  additives  and  concentrators  were  tested  in
Alaska  with inconclusive results.  All flocculants worked better
than no additives but none were significantly  better  than  alum
alone  at  around  200  mg/1.   Sea water apppeared to reduce the
effectiveness of the polyelectrolyte used during the test.


During the summer of 1972 a study was conducted by  the  National
Marine  Fisheries  Service to investigate means of reducing waste
discharge problems as a result of fish meal and  oil  production.
Bailwater used to unload menhaden was treated using a pilot scale
dissolved  air  flotation unit.  This treatment allowed increased
recirculation of bailwater, decreasing the  soluble  plant  load.
The  removal  efficiencies  are  listed  in Table 145.  The plant
treated 4.1 I/sec (65 gpm)  with 50 percent recycle and  50  psig.
The  results showed that dissolved air flotation units can extend
bailwater re-use, but that sludge disposal must be resolved.

A full scale dissolved air flotation unit has also been installed
in  the  sardine  industry,  however,  mechanical  problems  have
hindered operation thus far.   Results are shown in Table 146.
                                  352

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Table
        f   Efficiency of EIMCO flotator pilot plant on tuna
          wastewater
Chemical
Additive

Lime (pH 10.0 -
Polymers :
Cationic, 0.05
Anionic f 0.10
Lime, 400 mg/1
Ferric chloride,
Influent Reduction


10.5)
mg/1
mg/1
45 mg/1
Parameter
(Based
BOD- 5
O&G
SS
BOD- 5
O&G
SS
(mg/1)
on one run)
3533
558
1086

%

65
66
66
22
81
77
fable 142   Efficiency of EIMCO flotator full scale plant
on tuna wastewater   (44)
        Chemical
        Additive
                          Parameter
Influent
 (mg/1)
                                                   Reduction
Sodium Aluminate 120 mg/1    COD
Polymer                       SS
Alum                         COD
Polymer                       SS
                                   (Based on two runs)

                                         2850         37
                                         1170         56

                                   (Based on one run)

                                         5100         58
                                          667         65
                            353

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The   Canadians   have  constructed  a  demonstration  wastewater
treatment plant capable of handling  the  estimated  flow  of  47
I/sec   (750  gpm)   from a salmon and ground fish filleting plant.
It was later modified to treat herring bailwater and roe recovery
operations as well.   Results  of  the  study  by  The  Fisheries
Research  Board  of  Canada  on this operation are shown in Table
147.

The previous  air  flotation  case  studies  have  shown  various
removal efficiencies depending on species, chemical additives and
effluent  concentrations.   One  reason  for  the various removal
efficiencies reported appears to be due to the efficiency being a
function of influent concentration.  Figure 89 plots the  percent
removal  versus  COD  concentration  using  the  results  of  the
sardine, menhaden. Gulf shrimp and tuna  air  flotation  studies.
The  removals  are  probably  a  function  of  the  species being
processed; however, there appears to be a strong tendency for the
efficiency to increase as the concentration increases.  The  tuna
and  shrimp  concentrations  and  removal efficiencies were lower
than  the  sardine  and  menhaden  concentrations   and   removal
efficiencies.    This   relation   also  holds  for  the  sardine
wastewater where the efficiency  appears  to  increase  about  25
percent  as  the COD concentration increases by a factor of four,
from 5000 to 20,000 mg/1.

The case studies documented in  this  report  indicate  that  air
flotation  systems  can  provide  good removal of pollution loads
from seafood processing  wastewater,  however,  the  results  are
highly  dependent on operating procedure.  In most cases, optimum
removal efficiencies  are  yet  to  be  established,  but  it  is
expected  that the technology should become standardized over the
next few years as an increasing number of units are  tested.   It
also  appears  that  the  COD removal efficiency is a function of
concentration,  increasing   as   the   influent   concentrations
increase.

The  air  flotation  technology  can  also  be  operated at lower
efficiencies to serve as "primary"  treatment  in  advance  of  a
physical-chemical  or  biological  polishing  step,  if that mode
proves advantageous from the standpoint of cost-effectiveness.

Appendices  A  and  B  contain  selected  bibliographies  of  air
flotation  use  within  the seafood industry and meat and poultry
industry, respectively.


Biological treatment

Biological treatment is not practiced in U.S. seafood  industries
except  for  a  small  pilot  project  in Maryland at a blue crab
processing plant and full-scale systems at two shrimp  plants  in
Florida.   Sufficient  nutrients  are  available  in most seafood
wastewaters, however,  to  indicate  that  such  wastewaters  are
amenable to aerobic biological treatment.

                                   354

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     Table  143   Efficiency of Carborundum pilot plant
         on Gulf shrimp wastewater.  (45)


  Cnemical                          Influent       Reduction
  Additive    .     Parameter   .      (mg/1)            %


                       (Average of five runs, one each with
                        5, 4, 2, 1, and 0.5 rag/1 polymer)

Acid (to pH 5)       BOD-5            1428            70 "
Alum 75 mg/1          COD             3400            64
Polymer                SS              559            83

                       (Average of two runs, one each at 75
                       gpm and 25 gpm with 2 mg/1 polymer)

Acid (to pH 5)        COD             3400            51
Alum 75 mg/1           SS              440            68
Polymer               O&G              852            85
     Table  144   Efficiency of Carborundum pilot plant
        on Alaska shrimp wastewater
  Chemical                                         Reduction
  Additive                  Parameter                 . %
                                 (Average of twenty-two runs)

Alum 200 mg/1                  COD                    73
Polymer                         SS                    77
                              355

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     Table 145 ,   Efficiency of Carborundum pilot plant
      on menhaden bailwater  (46)


  Chemical                          Influent       Reduction
  Additive           Parameter        (mg/1)            %
                           (Average of five runs)

Alum or                 COD          94,200           80
Acid pH 5-5.3            SS            —             87
Polymer                 O&G            —      near  100

Note:  SS and O&G determined by volume change.
     Table  146   Efficiency of full scale dissolved
       flotation on sardine wastewater     (22)
Chemical
Additive

Alum
Polymer


Parameter
(Average of seven runs)
COD
O&G
SS
Reduction
%

74
92
87
                             356

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     Table 147   Efficiency of full scale dissolved air
   flotation on Canadian seafood wastewater  (34)


Chemical                                    Removal Percentage
Additive              Species               ~"cii  'Oil    SS


                     Salmon                   84     90    92
Alum                 Herring                  72     85    74
Polymer              Groundfish               77     —    86
                     Stickwater               —     95    95

Comments:  Sludge represents about three percent of flow.
                             357

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       too ..
       75 -•
    CO


    I  50 i

    ui
       25 ..
    to
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   KEY

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© 60 "   "
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                                                  10
                     PPM  POLYMER   (AMERICAN  CYANAMIDE 835A)


  Figure 88.   Removal efficiency of DAF  unit used  in Louisiana
shrimp study - 1973 results (Dominique, Szabo Associates, Inc.)
                              358

-------
                90-
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                                                             «  GULF SHRIMP
                                                             D  TUNA
                40
                             '5000 ' 1
                                                    soipoo
1000
  10,000     50,000  100,000-

COD  INFLUENT CONCENTRATION  (mg/l)
                     Figure 89.      Air flotation efficiency versus influent COD
                            concentration-for  various  seafood wastewaters.

-------
Primary  stage  removal  of  solids  and  oil  and greases should
precede biological treatment.  Without this pretreatment, several
problems can develop:  1)  oil  and  grease  can  interfere  with
oxygen  transfer in an activated sludge system; and 2) solids can
clog trickling filters.

The salt found in nearly all  wastewaters  discourages  the  con-
sideration  of  anaerobic  processes.  Salt is toxic to anaerobic
bacteria, and although a certain tolerance to higher salt  levels
can   be  developed  in  carefully  controlled  (constant  input)
systems, fluctuating loads continue to be inhibitory or toxic  to
these  relatively  unstable systems.  Aerobic biological systems,
although  inhibited  by  "shock  loadings"  of  salt,  have  been
demonstrated  at full scale for the treatment of saline wastes of
reasonably constant chloride levels.  The  effectiveness  of  any
form   of  biological  oxidation,  however,  is  subject  to  the
variations of the raw waste loads  and  salinity  encountered  in
many segments of the fish processing industry.


Activated Sludge

The  activated  sludge  process  consists of suspending a concen-
trated microbial mass  in  the  wastewater  in  the  presence  of
oxygen.  Carbonaceous matter is oxidized mainly to carbon dioxide
and  water.   Nitrogenous  matter  is  concurrently  oxidized  to
nitrate.  The conventional activated sludge process is capable of
high levels of treatment when properly  designed  and  skillfully
operated.   Plow  equalization  by  means  of an aerated tank can
mininiize shock loadings' and flow  variations,  which  are  highly
detrimental  to  treatment  efficiency.   The  process produces a
sludge which is composed largely of microbial cells, as described
above.  Oily materials can have  an  adverse  effect.   A  recent
study  concluded the influent (petroleum-based) oil levels should
be limited to 0.10 kg/day/kg MLSS (0.10 Ib/day/lb MLSS).

The nature of the waste stream, the complexity of the system  and
the  difficulties  associated  with  dewatering  waste  activated
sludge indicate that for most applications the  activated  sludge
system of choice would be the extended aeration modification,

A  typical  extended  aeration  system  which could be used for a
seafood processing operation is shown in Figure 90 and is similar
to conventional activated sludge,  except  that  the  mixture  of
activated  sludge and raw materials is maintained in the aeration
chamber for longer periods of time.  The common detention time in
extended aeration is one  to  three  days,  in  contrast  to  the
conventional  six  hours.   This  prolonged  contact  between the
sludge and raw waste provides ample time for the  organic  matter
to  be  assimilated  by  the sludge and also for the organisms to
metabolize the organics.  This allows for substantial removals of
organic matter.  In addition, the organisms undergo  considerable
endogenous  respiration,  which  oxidizes  much  of  the cellular


                                 360

-------
OJ
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SCREENED
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           10' BELOW MEAN TIDE
                                                                                     PUMP
SECONDARY

 CLASIFtER
                  Figure  90-     Typical  extended  aeration  system for  seafood processing operations,

-------
biomass.  As a result, less sludge  is  produced  and  little  is
discharged from the system as waste activated sludge.

In  extended  aeration,  as  in the conventional activated sludge
process, it is necessary to have a final sedimentation tank.

The solids resulting from extended aeration are finely  dispersed
and  settle  slowly,  requiring  a  long period of settling.  The
system is relatively resistant to shock  loadings,  provided  the
clarifier  has  sufficient  surface  area  to prevent the loss of
biomass  during  flow  surges.   Extended  aeration,  like  other
activated  sludge  systems,  requires a continuous flow of waste-
water to nurture the microbial mass.  The re-establishment of  an
active  biomass  in  the aeration tank requires several days to a
few weeks if the unit is shut down or the processing plant ceases
to operate for significant periods of time.

Riddle  (26) studied the efficiency of biological systems on smelt
and  perch  wastewater.   He  found  a  90  percent  removal   of
unfiltered  BOD-5  after 10 days aeration, and 90 percent removal
of filtered BOD-5 after two days aeration in a batch reactor (see
Figures 91 and 92).  Tests in a continuous  reactor  showed  that
maximum   BOD-5  removal   (80  percent  soluble  and  45  percent
unfiltered) could be achieved with a  7.5  hour  detention  time,
sludge recycle and a three day sludge age or a five day detention
time with no sludge recycle.

Robbins  (35) reports that an activated sludge plant in Japan has
been especially designed for fish wastes.  The wastewater flow is
approximately 0.27 mgd and the 5  day  BOD  concentration  ranges
from  1000  to  1900  mg/1.   The  results of pilot plant studies
conducted using a 10 hour separation time  and  the  organic  and
hydraulic  loadings  listed  are  shown  in  Table  118.  Bulking
occurred when  the  organic  loading  rate  exceeded  0.31  Ib/cu
ft/day.

Although  treatment units are available in all size ranges, it is
unlikely activated  sludge  will  prove  to  be  the  most  cost-
effective  treatment  where  processing is intermittent, or plant
flows are so large that alternative systems of suitable scale are
available.  The wide variation in quality of  the  small  package
extended   aeration   systems   now  available  dictates  careful
selection of the equipment, if the process  is  to  approach  the
removals now achieved by well-operated municipal installations.

Table 1*J9 shows the effectiveness of a package unit on wastewater
from a plant processing Atlantic oysters and blue crab.  The flow
from  this  plant  was quite low, averaging only 0.09 I/sec (2000
gpd) .


Rotating Biological Contactor
                                  362

-------
       100
       90
       80
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                         COMBINED  WASTEWATER

                         SMELT  WASTEWATER

                         PERCH   WASTEWATER
                                                   SMELT


                                                  COMBINED

                                                   PERCH
                   46   8   10  12  14  16   18   2O  22


                            TIME-DAYS
Figure 91.   Removal rate of filtered BOD  in a batch aeration

           reactor.
                          363

-------
   to
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   a
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   UJ
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                     COMBINED  WASTE WATER  *

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                     PERCH  WASTEWATER    ©
                   i    i    i   i    i    i    i   I    I    I
                                                   PERCH
               2   4   6  8   10  IE   14   16  18  20  22


                         TIME - DAYS





Figure 92.  Removal rate  of unfiltered BOD in  a batch aeration

          reactor.
                           364

-------
                Table 148   Activated sludge
            pilot plant results  (35)
Parameter
BOD- 5 (mg/1)
% Removal
Raw
Waste
1000
—
BOD
0.075
5
99.5
Loading
0.14
10
99.0
(Ib/cu
0.
13
98.
ft/day)
21 0
27
7 97

.2*

.3
     Table       Efficiency of Chromaglas package plant
     on blue crab and oyster wastewater
    Parameter
Influent
Percentage Reduction
BOD                400-1200 mg/1           80 - 90%

Suspended Solids       —          Effluent level = 160 mg/1
                           365

-------
The  Rotating  Biological  Contactor   (RBC),  or  Biodisc   unit,
consists  of  light-weight  discs  approximately 1.3 cm  (0,5 in.)
thick and spaced at 2.5 to 3.8 cm  (1 to 1.5 in.) on centers.  The
cylindrical discs, which are up to 3.H m  (11 ft) in diameter, are
mounted on a. horizontal shaft and placed on a   semicircular  tank
through  which the wastewater flows.  Clearance between the discs
and the tank wall is 1.3 to 1,9 cm (0.5 to 0,75 in.).  The  discs
rotate  slowly,  in the range of five to 10 rpm, passing the disc
surface through the incoming wastewater.   Liquid  depth  in  the
tank  is kept below the center shaft of the discs.  Reaeration is
limited by the solubility of air in the wastewater  and  rate  of
shaft rotation.

Shortly  after  start-up,  organisms  begin  to  grow in attached
colonies on the disc surfaces, and  a  typical  growth  layer  is
usually  established  within  a  week.  Oxygen  is supplied to the
organisms during the period when the disc is rotating through the
atmosphere above the  flowing  waste  stream.   Dense  biological
growth  on  the  discs  provides a high level of active organisms
resistant to shock loads,  periodic  sloughing  produces  a  floe
which settles rapidly; and the shear-forces developed by rotation
prevents disc media clogging and keeps solids in suspension until
they  are  transferred  out  of  the disc tank and into the final
clarifier.   Normally,  sludge  recycling  shows  no  significant
effect  on  treatment  efficiency because the suspended solids in
the mixed liquor represent a small fraction of the total  culture
when compared to the attached growth on the disc.  l

Removal  efficiency  can be increased by providing several stages
of discs in series.   European  experience  on  multi-stage  disc
systems indicates that a four stage disc plant can be loaded at a
30 percent higher rate than a two stage plant for the same degree
of  treatment.  Because the BOD removal kinetics approach a first
order reaction, the first stage should not be loaded higher  than
120 g BOD/day/sq m disc surface.  If removal efficiencies greater
than  90  percent  are  required,  three or four stages should be
installed.  Mixtures of domestic and food  processing  wastes  in
high  BOD  concentrations  can be treated efficiently by the RBC-
type system.

Because 95 percent of the solids are attached to the  discs,  the
RBC  unit  is less sensitive to shock loads than activated sludge
units, and is not  upset  by  variations  in  hydraulic  loading.
During  low  flow periods the RBC unit yields effluents of higher
quality  than  at  design  flow.   During  periods  of  no  flow,
effluents  can  be  recycled  for  a  limited  time  to  maintain
biological activity.

Both the Rotating Biological Contactor and the  trickling  filter
systems  utilize an attached culture.  However, with the rotating
disc the biomass is passed through  the  wastewater  rather  than
wastewater  over  the biomass, resulting in less clogging for the
RBC unit.  Continuous wetting of the entire biomass surface  also
                                  366

-------
prevents fly growthf often associated with conventional trickling
filter operations.                            ,   ;

The  RBC  system  requires  housing  to  protect the biomass from
exposure during freezing weather and from  damage  due  to  heavy
winds and precipitation,,

A.  pilot  RBC system has been studied in Canada on salmon canning
wastewater, which had previously been treated by an air flotation
system  (32).   The  pilot  plant  was  obtained  from   Autotrol
Corporation and was rated at about O.HH I/sec (7 gpm).  The pilot
system consists of a wet well, a three stage treatment system and
a  secondary clarifier with a rotating sludge scoop.  In general,
the ,unit performed quite well, with reductions of over 50 percent
in COD being obtained two days after start-up.  The discs reached
a  steady  state  condition  in  one  week.   The  unit  operated
satisfactorily  at  loadings  up  to  20  Ibs COD/1000 sq ft/day,
showing good stability in the face of fluctuating  loads.   Under
light  solids loading algal growth developed in the clarifier and
the last disc section.  Consequently, all effluent  samples  were
filtered  prior  to COD analysis.  Under moderate flow conditions
the clarifier functioned well,  but  occasionally  the  suspended
solids level rose about 50 mg/1, indicating some problems in this
area.   This carry-over became very pronounced under heavy solids
loading.  About 80 percent removal of applied  COD  was  obtained
for  loadings of up to 20 Ibs COD/1000 sq ft/day.  Removal of COD
at each stage is highly variable, and does not  appear  to  be  a
function  of the applied load.  In general, up to one-half of the
COD removal was achieved in the first section, up to  20  percent
was  removed in the second stage, and up to 15 percent removed in
the third stage.


High-Rate Trickling Filter  (HRTF)

A trickling filter  consists  on  a  vented  structure  of  rock,
fiberglas,  plastic,  or redwood media on which a microbial flora
develops.  As wastewater flows downward over the  structure,  the
microbial  flora  assimilates and metabolizes the organic matter.
The biomass continuously sloughs and is  readily  separated  from
the   liquid  stream  by  sedimentation.   The  resulting  sludge
requires further treatment and disposal as described previously.

The use of artificial media promotes air circulation and  reduces
clogging,  in  contrast  to  rock media.  As a result, artificial
media beds can be over twice as deep as  rock  media  beds,  with
correspondingly  longer  contact times.  Longer contact times and
recirculation of the liquid flow  enhance  treatment  efficiency.
The  recirculation  of  settled  sludge with the liquid stream is
also claimed to improve treatment.

The system is simple in operation, the only operational  variable
being  recycle rate.  The treatment efficiency of a well-designed
deep-bed trickling filter tower  of  14  ft  or  more  with  high

                                 367

-------
recycle  can  be  superior  to  that  of  a  carelessly  operated
activated  sludge  system.   The  system  is   not   particularly
sensitive   to   shock  loadings  but  is  severely  impaired  by
wastewater temperatures below 73°C   (45°F).   Below  2°C  (35°P),
treatment efficiency is minimal.  The effect of grease and oil in
trickling  filter  influent  has  not been evaluated.  They would
likely be detrimental.


Ponds and Lagoons

The land requirements for ponds and lagoons limit  the  locations
at  which  these  facilities  are  practicable,  where conditions
permit, they can provide reasonable treatment alternatives.

Lagoons are ponds in which wastewater  is  treated  biologically.
Naturally aerated lagoons are termed oxidation ponds.  Such ponds
are  0.9  to  1,2 m (3 to 4 ft) deep, with oxidation taking place
chiefly in the upper  0.*»5  m  (18  in.).   Mechanically  aerated
lagoons are mixed ponds over 1.8 m (6 ft) and up to 6.1 m (20 ft)
deep,  with  oxygen  supplied by a floating aerator or compressed
air diffuser system.  The design of lagoons  requires  particular
attention  to  local  insulation,  temperatures, wind velocities,
etc, for critical periods.  These variables affect the  selection
of  design  parameters.   Loading  rates  vary  from 22 to 112 kg
BOD/day/ha (20 Ib to 100 Ib/day/acre), and detention  times  from
three to 50 days.  A typical aerated lagoon system which could be
used for a seafood processing operation is shown in Figure 93.

Although  not  frequently  used  in the fish processing industry,
lagoons are in common use in other  food  processing  industries.
Serious  upsets  can  occur.   The oxidation pond may produce too
much algae, the aerated  lagoon  may  turn  septic  in  zones  of
minimal  mixing,  etc.;  and  recovery  from such upsets may take
weeks.  The major disadvantage  of  lagoons  is  the  large  land
requirement.   In  regions  where land is available and soil con-
ditions make excavation feasible, the aerobic lagoon should  find
application  in treating fish wastes.  Where the plant discharges
no salt water, anaerobic and anaerobic-aerobic types of ponds may
also be utilized.  Aerated lagoons are  reported  to  produce  an
effluent  suspended  solids  concentration  of  260  to 300 mg/1,
mostly algae, while anaerobic ponds produce an effluent  with  80
to  160  mg/1 suspended solids (37).  A combined activated sludge
lagoon system in Florida is reported to remove 97 percent of  the
BOD and 91 percent of the suspended solids from shrimp processing
wastewater.
Land disposal

"Zero-discharge"   technology   is   practicable  where  land  is
available upon which the processing wastewaters  may  be  applied
without  jeopardizing  groundwater quality.  The site, surrounded
by a retaining dike, should sustain a  cover  crop  of  grass  or


                                   368

-------
                                                                                 WOODEN BAFFLE
                                                               ^ HI-SPEED  ^

                                                              FLOATING AERATORS
                                                         PLAN VIEW AT WATERLINE
o>
vo
                        PUMP
                                                                               SLOTTED

                                                                              f BAFFLE
                                                                                                        TO R.W.
                                                              LONGITUDINAL SECTION
                                         93.   Typical aerated 'lagoon system.

-------
other  vegetation.  Where such sites exist, serious consideration
can be given to land application, particularly spray  irrigation,
of treated wastewaters.

Wastes are discharged in spray or flood irrigation systems by: 1)
distribution  through  piping  and  spray nozzles over relatively
flat terrain or terraced  hillsides  of  moderate  slope;  or  2}
pumping and disposal through ridge-and~furrow irrigation systems,
which  allow a certain level of flooding on a given plot of land.
Pretreatment for  removal  of  solids  is  advisable  to  prevent
plugging  of the spray nozzles, or deposition in the furrows of a
ridge-and-furrow system, which may cause odor  problems  or  clog
the soil.

In  a  flood  irrigation system the waste loading in the effluent
would be limited by the waste loading tolerance of the particular
crop being grown on the land.  It may also be limited by the soil
conditions or potential for vector or odor problems,   Wastewater
distributed  in either manner percolates through the soil and the
organic matter in the  waste  undergoes  biological  degradation.
The  lig^aid  in  the waste stream is either stored in the soil or
discharged into the groundwater.  A variable  percentage  of  the
waste  flow  can  be  lost by evapotranspiration, the loss due to
evaporation to the atmosphere through the leaves of  plants.  The
following factors affect the ability of, a particular land area to
absorb wastewater: 1) character of the soil; 2)  stratification of
the  soil  profile;  3) depth to groundwater; H) initial moisture
content;  5)   terrain  and  groundcover;  6)  precipitation;   7)
temperature;  and 8) wastewater characteristics.

The  greatest  concern  in  the  use  of irrigation as a disposal
system is the total dissolved solids content and  especially  the
sodium  content  of the wastewater.  salt water waste flows would
be incompatible with land application technology at  most  sites.
Limiting  values  which may be exceeded for short periods but not
over an entire  growing  season  were  estimated,  conservatively
(17) , to be 450 to 1000 mg/1.  Where land application is feasible
it must be recognized that soils vary widely in their percolation
properties.    Experimental   irrigation   of   a  test  plot  is
recommended in  untried  areas.   cold  climate  systems  may  be
subjected to additional constraints, including storage needs.

The  long-term  reliability  of spray or flood irrigation systems
depends on the sustained  ability  of  the  soil  to  accept  the
wastewater.   Problems  in  maintenance  include;  1)  controlling
salinity levels in the wastewater; 2)  compensating  for  climatic
limitations;   and  3)  sustaining  pumping without failure.  Many
soils are improved by spray irrigation.
                                  370

-------
Multi-Process Treatment Desicm Consideration

Waste characterization studies  reveal  the  general  ranges  and
concentrations  of each specific processing subcategory; however,
for design purposes it may often be necessary to know the  nature
of  the  combined  waste  stream  from  several commodities being
processed  simultaneously.   Short   term   on-site   waste   and
wastewater  investigations  are suggested so that any synergistie-
and/or antagonistic interactors can be  determined.   A  combined
waste stream could conceivably be more amenable to treatment than
a  single  source because of possible smoothing of peak hydraulic
and/or organic loading,  neutralization  of  pH  or  dilution  of
saline conditions,,

Each  stream  may individually dictate the design considerations.
For instance, the fibrous nature of  salmon  canning  waste  will
likely  dictate  the screening method used or a waste stream with
high flow will likely dictate hydraulic loading of the system.

Another design problem is  caused  by  sequential  seasonal  pro-
cessing   of  different  commodities.   This  condition  is  also
prevalent in  the  seafood  industry.   Optimum  waste  treatment
design conditions for one effluent will normally not be identical
to  those for the next.  As an example, the sequential processing
of shrimp and oysters would cause problems.   Even  though  their
effluent  concentrations  are similar, the wastewater flow volume
is  approximately  eight  times  higher  in  the  typical  shrimp
processing   plant.   Problems  such  as  this  will  necessitate
adaptations to normal design procedures or  perhaps  even  demand
the use of more than one treatment train.

During on-site waste management studies consideration should also
be   given  -to  segregation  of  certain  unit  process  streams.
Significant benefits may be realized  by  using  this  technique.
For  example,  treatment of a high concentrated waste flow can be
more  efficient  and   economical.    In   addition,   by-product
development normally centers on the segregation and concentration
of  waste  producing  processes.   Uncontaminated  cooling  water
should remain isolated from the main wastewater  effluent.   This
water could either be reused or discharged directly.

Treatment Design Assumptions

Tables  150  and 153 summarize the treatment efficiencies assumed
for   the   recommended   technologies.    The   screen   removal
efficiencies  and  dry-weight to wet-weight 'percentages listed in
Table 150  were  calculated  from  the  screened  solids  samples
collected  during this study.  These samples were collected using
a 20-mesh Tyler screen and analyzed as discussed  in  Sections  V
and VI.  Table 151 lists the removal efficiencies assumed for the
air flotation, aerated lagoon and extended aeration technologies.
It  is  noticed  that  the  air  flotation  removal efficiency is
assumed  to  vary  with  the  grease  and  oil  content  of   the
wastewater.   Also,  there  are  lower concentration limits which


                                371

-------
cannot be exceeded either due to the inherent  operation  of  the
system  (aerated  lagoon  or  extended  aeration),  or because of
minimum detection thresholds (grease and oil cannot be adequately
recovered below 5 mg/1).  Table 152  lists the estimated  in-plant
waste  water  flow  reductions  and  the  associated  pollutional
loadings reductions for the 1983  effluent  limitations  and  new
source performance standards.

Establishing EffluentLimitations

Because  there  are few existing waste water treatment facilities
at the plant level, the 30-day and the daily maximum  limitations
are  based  on  engineering judgment and the consideration of the
operating characteristics of similar treatment systems within the
meat processing industry, municipal waste treatment  systems,  or
other  segments  of  the  seafood  as well as the food processing
industry.

The daily maximum and the maximum 30-day average limitations  are
based  on the formulas presented in Figure 94.  In the case where
the engineering design effluent concentration exceeds the  thirty
day   average   based  on  the  above  calculations,  the  design
concentration  is  utilized  as  the  basis  for   the   effluent
limitation.    The  corresponding  daily  maximum  limitation  is
determined by the treatment technology operating  characteristic:
For  aerated  lagoon  systems  the  daily  maximum is 2 times the
thirty day limitation; and for extended aeration systems, 3 times
the thirty day limitations.
                                  372

-------
               Table 150   Removal efficiencies of screens
                for various seafood wastewater effluents.*
                                           Typical
                                          % Removal
                                            Total              % Solids
     Subcategory                      Suspended Solids     dry wt./wet wt.
Finfish

Alaska salmon canning                        56                  15
Northwest salmon canning                     56                  15
Alaska fresh/frozen salmon       -45                  15
West Coast fresh/frozen salmon               45                  15
Alaska bottom fish (halibut)             .75                  14
Non-Alaska conventional bottom fish      "    68                  18
Non-Alaska mechanized bottom fish            50                  21
Sardine canning                               4                  22
Herring filleting                            25            ,18

     Shellfish

Mechanized clams                             44                  40
Conventional clams                           24                  37
Steamed or canned oysters                    56                  19
Conventional Oysters (Pacific                32
Conventional Oysters (Atlantic)              44
Alaska scallops                              88                  15
Aba!one                                      25                  13
Calculated from sample data contained in this report:
                    TSS
% removal » 100%  SS + TSS
                                 373

-------
      Table  151   Removal efficiencies of treatment alternatives.
Treatment
Air flotation
a) Oily species without
chemical optimization
b) Oily species with
chemical optimization
c) Non-oily species without
chemical opitnization
d) Non-oily species with
chemical optimization
Aerated lagoon
Extended aeration
Grease trap
% Removal
BOD

40
75
30
50
80 or
80 mg/1
85 or
60 mg/1

or mg/1 remaining
TSS

70
90
70
90
70 or
200 mg/1
75 or
60 mg/1

0 & 6

85 or
5 mg/1
90 or
5 mg/1
85 or
5 mg/1
90 or
5 mg/1
90 or
5 mg/1
90 or
5 mg/1
70 of
free oil
NOTE:  Oily species -- menhaden, anchovy, sardine, mackerel, salmon
       (canned), bottom fish .(mechanized), herring, oysters (canned
       or steamed).

       Non-oily species — bottom fish (conventional),  salmon (fresh/
       frozen), clams, oysters (hand shucked), abalone, urchin,
       scallops, lobster.
                                    374

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                             Table  152
            Estimated practicable in-plant wastewater flow
            reductions and associated pollutional loadings
                               reductions
Wastewater Flow
Reduction, % of
Total
housekeepi ng*
22
10
43
30
20
40
35
7
12
housekeeping*
14
housekeepi ng*
housekeeping*
BOO
Reduction
* of Total
5
95
4
10
40
23
20
20
27
7
5
5
30
5
5
Segment

Fish meal w/solubles
Fish meal w/o solubles
Mechanized Salmon
Hand-butchered Salmon
Alaskan bottom fish
Conventional bottom fish
Mechanized bottom fish
Sardi ne
Herring Filleting
Conventional Clams
Mechanized Clams
Hand-shucked oysters
Mechanized oysters
Scallops
Aba!one
*  Estimated 5 to 15 percent flow reduction due to good housekeeping
   practices.
                                      375

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jln
                                   /u-
Daily Max =     e
Max 30-day Ave  =
Where Jt^^s and -^"j are the lay-normal  subcatejjory mean and standard deviation,
respectively; R is the percent of the pollutant parameter remaining after treatment; Z ts a constant
set equal to 2.33 corresponding to the upper 99 percent confidence interval; and n is an
assumed sampling frequency of 9 samples per month.
Figure 94.Daily maximum and maximum 30-day average formulas based on log-normal
            summary data.
                                            376

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                          SECTION VIII

       COST. EUSRGY, AND NON-WATER QUALITY ASPECTS SUMMARY


The wastewaters from seafood processing plants are,  in  general,
considered  to  be amenable to -treatment, using standard physical-
chemical and biological systems.  Wastewater  management  in  the
form  of  increasing  by-product  recovery,  in-plant control and
recycling is not practiced uniformly throughout the industry.  Of
all the types of seafood processing monitored during this  study,
the most exemplary from this viewpoint was the menhaden reduction
industry.    Even   in  this  case  there  is  considered  to  be
improvements which can be made in in-plant control.  The concepts
of water conservation and by-product recovery are at early stages
in most  parts  of  the  industry.   Therefore,  in  addition  to
applying  treatment to the total effluent, there is much room for
the improvement of water and waste management  practices.   These
will reduce the size of the required treatment systems or improve
effluent  quality, and in many cases, conserve or yield a product
that will help offset or even exceed the costs of the changes.


In-plantControl Costs

Two types of in-plant  control  were  recognized  in  the  estab-
lishment  of  effluent limitations.  One type was designated good
housekeeping and consisted of educating the  plant  personnel  to
use  good  water  conservation and solids handling practices, and
was not considered to add to the cost of  operation.   The  other
type  was  designated  in-plant  changes  and consisted of actual
changes in the plant operation through the incorporation  of  new,
or modified equipment.

Improved  clean-up  and  conveying  of  fish  are the areas where
improvements can be  made  in  most  seafood  processing  plants.
Spring  loaded  nozzles  for  washdown  hoses are inexpensive but
effective in reducing water flow during washdown.  There are more
sophisticated  high-pressure  washdown  systems  currently  being
manufactured  that  dramatically  reduce water usage.  One system
provides hot water and cleaning additives  at  800  psig  with  a
nozzle  flow  of  about  four  gpm  which enables the operator an
effective cleaning capability with minimal water usage.  A  small
plant  system  with  an  operating capacity of 20 gpm costs about
$5000 for equipment and installation.  A medium size plant system
providing 35  gpm  costs  near  $10,000,  while  a  large  system
providing 50 gpm runs near $15,000.

Pluming   systems  can  be  replaced  by  various  dry-conveyance
systems.  Belt conveyor systems are estimated  to  range  between
$30 to $60 per linear foot.  The pneumatic system shown in Figure
"79  of  Section VII is estimated to vary in cost from $5000 for a
shrimp waste conveyor, which transports 5000 pounds of waste over
a distance of 100 feet, to $35,000 to pick  up  assorted  salmon.
                                377

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herring  or  other  solid waste at a rate of 25 tons per hour and
convey it 1000 feet.  Pneumatic loading systems shown  in  Figure
80  of  Section  VII  can handle a wide range of raw products and
unloading rates.  Systems are available that vary  in  size  from
five  in. to over 12 in.  diameter conveying line.  A. five to six
in. system that unloads 15,000  to  18,000  Ibs  per  hour  costs
around  $10,500.   Larger  systems  often  are  custom  built and
therefore costs may vary considerably; however,  the  price  will
probably  range  from  around  $20,000 for an eight in. system to
near $38,000 for a 12 in. system.

Table 153 shows the flow and BOD reductions that are estimated to
be  achievable  through  "housekeeping"  and   in-plant   control
techniques.  The annual costs of these modifications are compared
with  the  annual treatment cost savings due to reduced hydraulic
load  requirements.    In   most   subcategories   the   in-plant
modification  costs  are more than offset by savings in treatment
costs and in some cases a substantial savings can be realized.


End-of-Pipe Treatment CostsandDesign Assumptions

The end-of-pipe treatment costs for  each  type  of  system  were
plotted  against  flow  which  was  considered  to  be  the  most
significant variable.  Cost versus  flow  functions  (Table  154)
were  then  developed  by  fitting  the  points with a piece-wise
linear curve, with a break point at  3.16  I/sec  (50  gal./min).
Second  order  terms  such  as in-plant solids handling were then
added.  Figures 95 and 96 summarize the costs as  a  function  of
hydraulic load and removal efficiencies which can be expected for
different  treatment configurations for a typical plant operating
8 hours per day.

Figures 97 through 101 show the individual capital and  operating
and  maintenance  costs  developed  for  screen,  air  flotation,
aerated lagoon and extended aeration treatment systems which were
used to estimate the treatment costs for the wastewater from each
seafood industry in the contiguous states included in this study.
The capital costs of each of these  designs  are  based  pn  1971
Seattle  construction  costs.   costs for Alaska based plants are
obtained  by  adding  transportation  charges  to  Seattle  based
equipment  costs  and  by  multiplying Seattle based construction
costs by a factor of 2.5.  Operation and maintenance costs  given
for  each system include labor, power, chemical, and fuel prices.
Energy costs are included in the  O  and  M  costs  and  are  not
considered  to  be a significant factor except in remote areas of
Alaska where  biological  systems  may  require  heat  inputs  at
certain  times  of  the  year.   The cost of electrical energy in
Kodiak is about 10 times the cost in the "lower ft8w and in remote
areas of Alaska it is 20 times as much.
Plant size, treatment efficiency andcost
                                378

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Table 15-3 Estimated waste water flow and BOD reductions and
       costs resulting from in-plant control methods
Segment
Fish meal
w/o solubles unit
Mechanized Salmon



" Hand-butchered
*° salmon
Alaska
bottom fish
Conventional
bottom fish

Mechanized
bottom fish
Sardine canning

Method Reduction
Flow BOD
% %

add solubles unit
Eliminate in-plant 7
flume
modify washdown 15
system
modify washdown 10
system
modify head cut 3
modify wash 40
reduce fillet
table flow 20
modify pre-rinse 10

Eliminate flume 20
Eliminate in-plant
flume 40

95
2

2

10

5
35

15
8

20

20
Capital
Cost*
K$

265
12

15

16

0
2

3
1

5

3
Daily
O&M
Cost*
$

200
6

20

7

0
128

1
1

1

2
Design
Size
ton/day

180
40

40

35

-•:
S3

43
43

49

66

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                        Table   3  (Cont'd) Estimated waste water flow and  BOD  reductions  and
                                   costs resulting from in-plant control methods
to
00
o
Segment
Herring
filleting
Conventional
clams
Mechanized
clams
Steamed/canned
oysters


Method Reduction
Flow BOD
Eliminate flume 35 27

Optimize equipment 7 7
flows
High pressure
washdown 12 5
High pressure
washdown and
sweeping 14 30

Capital
Cost*
K$
25

_


15
i

15

Daily
O&M
Cost*
$
28

_


13


14

Design
Size
ton/day
120

_


265


8
(final product)
     *Alaska in-plant control costs are 2.5 times the  listed costs.

-------
           TABLE 154  TREATMENT SYSTEM COSTS
Screening
  <50 gpm, $
  >50 gpm, $
    0 & M, $
5000 4- 200Q
12,330 4- 53.4Q
(6 + .021Q) HR/16
Flotation
  <50 gpm, $ = 15,000 4- 600Q + 17.5 SS
  >50 gpm, $ = 35,000 -I- 200Q + 17.5 SS

    0 & M, $ = (20 + 0.145Q) HR/16 with  chemicals

Extended Aeration
  <50 gpm, $ = (22,000 + 2080Q) HR/16
  >50 gpm, $ = (110,000 + 320Q) HR/16
    O & M, $ = (10 + .07Q) HR/16

Aerated Lagoon
  <50 gpm, $ - (5000 4- 900Q5 HR/16
  >50 gpm, $ = (46,600 + 66.72Q) HR/16
    0 & M, $ - (7 4- 0.032Q) HR/16
Q = flow rate in gpm
SS «* pounds dry solids removed per day
HR » hours of operation per day
O & M - daily costs
                     381

-------
         ITS .
         tea .
          TS -
          tB -
            I-
                               e         a

                                 0,L PER SEC
            0         SO        100        ISO        ZOO

                                 0,9PM

Figure  95      Costs  and removal efficiencies for alternative  treatment

                         systems versus hydraulic loading.
      i
      a
         SO .
          30 .
£0 -
          10 -
                                         iso
                                                  200
                                 0,8PM
  Figure  96.   Operation and maintenance costs for alternate

         treatment systems versus hydraulic  loading.
                                 382

-------
           8000
                        SB
                                                LCO-SS.H, I • 9000*31700
                                                4FQ>3.M. I »«.!»* M*0
                                 8.0
                                          9.0

                                        0,L PER SEC
                                                   IZ.O
                                                             19.0
                                  100        no

                                     0, 8*1 d* HIM
                                                     200
                                                               ISO
                                                                      liO
                                                                         300
       3   10,00 • •
           t.OO - •
                                 6.0
                                                  ( T • NWCESStMS mt KK DAY)

                                                             •I	1-
                                                   120
                                                             ISO
                                      0,L PER SEC
                                  100
	,—I—_
      ISO

 Q.GAL PER HIN
                                                     too
                                                               tso
                                                                         SOO
Figure 97.     Capital cost  and dally operation  and maintenance
               cost  curves for a  waatewater  screening system
                                      383

-------
to
00
           o
           o
           o

           X

          =*»=
           (0
           Q
           O
           Q.


           O
                                                              IF Q <3.16,  I * 15000 + 9510 Q + 38,53
                                                                 ( S« kg DRY SOLIDS REMOVED PER DAY )
                                                          ISO


                                                     Q.GAL PER MIN
200
250
         Figure 98.  Capital cost  curves for a wastewater  air flotation system

-------
                            ( T * PROCESSING HR9 PER DAY )
    100
ZOO        300

  0, 8AL PER MIN
                                 400
                                              (with chemicals)
Figure 99,     Operation and maintenance costs
         of an air flotation  system.
                        385

-------
      eoooo
                    ao
                                                IFOO.I6. | • (SOOOt 14263 Q) T/16
                                                IF 0> 3.16, | '(49600* I08801T/I3
                                                 (T>PROCESSING HRS PER DAY)
                                                  1	1	1-
                                                  12
                                     Q,L PER SEC
                               100
                                          ISO

                                     O.OAL PER MIN
                                                    200
                                                            IB
                                                               280
                                                                      IB
                                                                         300
   I
   S
   S
      10.00 . •
      B.OO • •
                     BO
     (7fO.BIQ)T/l<
( T • PROCESSING HRS PER DAY )
                                                   12
                                                            IB
                                       Q.U PER SEC
                               100
                                          ISO

                                      Q, OAL PER  MIN
                                                    BOO
                                                               2BO
                                                                         800
Figure TOO Capital costs and daily operation  and maintenance
            cost curves  ror  an  aerated lagoon
                                    386

-------
                       80
                                                IF 0 < 3.18, Jl » (ttOOO * Stt«4 fit T/l«
                                                IF Q>3.M,| -tlllOOO + SOTOOlT/lt
                                                (T-WOCESSIN3 MRS PER DAY)
                                                              IS
                                         Q,L PER SEC
                                 100
                                           ISO
                                         Q , SAL PER MIN
                                                      200
                                                                          900
                                            I • (IO+I.IIQ)T/I«
                                           ( T • PHOraSSMW H«8 KM DAY }
                                                              IS
                                        Q.L PER SEC
                       BO
                                 100
                                            no
                                       Q, QM. PER HIM
                                                      too
                                                                           500
Figure 10l   Capital  costs and daily  operation and maintenance.,
             cost  curves  for  an  ex tended, aeration systew
                                      387

-------
The plant size assumptions used to determine treatment costs  for
each  subcategory  are  listed  at the top of each water effluent
treatment cost table (Tables 155 to 196).    Equipment  was  sized
for  peak  operating capacity during a typical processing season.
The subcategories were subdivided by size  for  costing  purposes
when  there  was a large plant size variation within the industry
as discussed in Section IV,  Tables 155 through 196 itemizes  the
total  annual costs for each treatment alternative considered for
each subcategory.

Annual costs were computed by adding the annual capital financial
costs to the annual depreciation costs, to the  annual  operating
and maintenance costs, using the following formula:

Total  annual  costs  =  capital cost x 8f + capital cost x 10X *
daily O 6 M and power x season length  (days).

Annual financial costs were computed at &% simple interest on the
capital costs.  Annual  depreciation  costs  assumed  a  10  year
useful  life.   Annual , operation and maintenance and power costs
were determined by multiplying the daily  costs  by  the  average
number of operating days in a season.

Enerqy;

Energy  consumption  of the proposed treatment systems is minimal
for screen systems, and higher  for  air  flotation,  lagoon  and
extended   aeration   systems.   Typical  energy  consumption  in
kilowatt hours per day for small,  medium,  and  large  treatment
systems  is  listed  in  Table 197.  It is assumed that energy is
consumed over an average operating  period  of  eight  hours  for
screen  systems, and over 21 hours for air flotation, lagoons and
extended aeration systems.

Solids

Solids handling costs within the plant were included in the costs
for each treatment system.  Solids disposal costs, however,  were
not  included  in  the treatment costs, using the assumption that
they can be utilized in a by-products operation at no worse  than
break-even costs.

Costs  for  landfill  and barging to sea of solids were developed
for information purposes and presented graphically by Figure 102.
Landfill costs were based on a 20 mile  round  trip  and  barging
costs  were  estimated  for  a 50 mile round trip.  It is evident
that this type of disposal can be very costly and  increased  by-
product recovery should be emphasized.

The nutritive value of seafood solids and their importance in the
world food balance have been discussed in Section VII.

As  discussed  in section VII the increased utilization of solids
for by-products can reduce wastewater pollution loads.  The costs


                                   388

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for constructing  and  operating  fish  deboning  an<3  fish  meal
facilities were developed and presented for information purposes.

Table  198 lists the costs and potential income from constructing
a plant for deboning meat from fish waste, scrap and non-utilized
fish with the  final  product  marketed  for  human  consumption.
Table  199  lists  the  costs  associated  with  construction and
operation of a fish meal plant.  All  costs  are  based  on  1973
estimates.

Mr Quality     '                        '":•

The  maintenance  of  air  quality,  in terms of particulates, is
unaffected by wastewater treatment  facilities  except  when  in-
cineration is practiced.  This alternative for solids disposal is
not consistent with the conservation of valuable nutrients and is
also  not  cost-effective on a small scale with suitable effluent
control.

Odor from landfills can  be  a  problem,  and  from  lagoons  and
oxidation ponds when not operated or maintained properly.  Covers
or  enclosures  can  be  used in some cases to localize a problem
installation.
Noise

Principal noise sources at treatment  facilities  are  mechanical
aerators, air compressorsr and pumps.  By running air compressors
for  the  diffused air system in activated sludge treatment below
their rated critical speed and by  providing  inlet  and  exhaust
silencers,  noise  effects  can  be  combated effectively.  In no
proposed installation would noise levels  exceed  the  guidelines
established  in  the  occupational safety and health standards of
1972.
                                 389

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          TABLE 155 WATER EFFLUENT TREATMENT COSTS

           CANNED  AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY  • FISH MEAL WITH SOLUBLES PLANT
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
            22.0  HOURS
           200.0  DAYS
            38.6  TON/HR
            35.0  KKG/HR
          1500.0  GPM
            94.7  L/SEC
          2333.8  GAL/TON
            9.7  CU M/KKG
TREATMENT SYSTEM                    1        2

INITIAL INVESTMENTS 1000)        892.     202.

ANNUAL COSTS($1000)
   CAPITAL COSTS 38%             71.      16.
   DEPRECIATION 5) 10%             89.      20.

DAILY COSTS($)
   O&M                           158.      76.
   POWER       , .                   1.       1.

   TOTAL ANNUAL COSTS($1000)     192.      52.
                        TREATMENT SYSTEMS
                       1

                       2
OR
EXTENDED AERATION

AERATED LAGOON
                           390

-------
          Table  156   Water effluent treatment costs
             canned and preserved fish and seafood

        Subcategory:  Fish meal without solubles plant
           Operating day
           Season
           Production

           Process flow

           Hydraulic load


Treatment system

Initial investment ($1000)

Annual costs ($1000)
  Capital costs- @ 8%
  Depreciation @ 10%

Daily costs  ($)
  O & M
  Power

  Total annual costs ($1000)
     22.0 hours
    200.0 days
      8.2 ton/hr
      7.4 kkg/hr
    100.0 gpm
      6.3 I/sec
     30.3 gal/ton
      0.1 cu m/kkg

  1         2

564.      105.
 45.       10.
 56.       12.
 48.      145.
  1.        5.

111.       51.
Treatment systems  (cumulative)

1.  Flotation
2.  Evaporator only

NOTE:  Treatment 1 for bailwater only; treatment 2 for bailwater
       and stickwater.
                            391

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          TABLE  157 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY  "• NORTHWEST SALMON CANNING -LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
  8.0 HOURS
 85.0 DAYS
  5.0 TON/HR
  It. 5 KKG/HR
370.0 GPM
 23.3 L/SEC
      GAL/TON
 18.7 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS 1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS o> 8%
   DEPRECIATION 3s 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
35.
3.
k.
7.
1.
2
157.
13.
16.
W,
2.
3
271.
22.
27.
62.
3.
4
192
15
19
53
3
      32,
54,
39,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION -WITH CHEMICALS
                       3       EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                 392

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          TABLE 158  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY * NORTHWEST SALMON CANNING - SHALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    8.0 HOURS
   85.0 DAYS
    1.9 TON/HR
    1.7 KKG/HR
  140.0 GPM
    8.8 L/SEC
 4484.5 GAL/TON
   18.7 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION 9 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
22. .
2.
2.
4.
1.
2
90.
7.
9.
25.
2.
3
167.
13.
17.
35.
3,
4
117.
9.
12,
30.
3.
4.
18.
33,
24.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      FLOTATION - WITH CHEMICALS
                       3      EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                     393

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          TABLE 159 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY • WEST COAST FRESH FROZEN SALMON -LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
 10.0 HOURS
120.0 DAYS
  3.5 TON/HR
  3.2 KKG/HR
 50.0 GPM
  3.2 L/SEC
850.9 GAL/TON
  3.6 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS 1000)

ANNUAL COSTS{$1000)
   CAPITAL COSTS S 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
16.
1.
2.
k.
1.
2
62.
5.
6.
21.
2.
3
1*1.
11.
H.
30.
3.
It
. 93,
7,
9
27
3
               29,
20.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      FLOTATION ~ WITH CHEMICALS
                       3      EXTENDED  AERATION
                           OR
                              AERATED LAGOON
                               394

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          TABLE 160 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGQRY * WEST COAST FRESH FROZEN SALMON - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    6.0 HOURS
  120.0 DAYS
    1.8 TON/HR
    1.6 KKG/HR
   25.0 GPH
    1.6 L/SEC
  850.9 GAL/TON
    3.6 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT^ 1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
1.
0.
1.
2.
1.
2
V-
3.
4.
11.
2.
3,
69.
6 .
.7.
16.
3. ' ''
k
, 51.
k.
5.
14.
3.
2.
15.
11.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION- WITH QHEMICALS
                       3       EXTENDED  AERATION
                           OR
                              AERATED LAGOON
                                  395

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          TABLE 161 .WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY * N/W FRESH FROZEN SALMON - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    10.0 HOURS
   120.0 DAYS
     3.5 TON/HR
     3.2 KKG/Hg
    50.0 GPM
     3.2 L/SEC
   850.9 GAL/TON
     3.6 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT $1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION d 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

16.
 1.
 2.
 4.
 1.

 4.
 2

48.
 4,
 5.
10,
 2,

10,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING

                       2       AERATED LAGOON
                               396

-------
          TABLE 162 .WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY 5 N/W FRESH FROZEN SALMON - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    10.0 HOURS
   120.0 DAYS
     3.5 TON/HR
     3.2 KKG/HR
    50.0 GPM
     3.2 L/SEC
   850.9 GAL/TON
     3.6 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS000)

ANNUAL COSTS($1000)
   CAPITAL COSTS i 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
  ,0&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

16.
 1.
 2.
 1.
 2

95,
 8,
10,
13.
 2.

19.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      EXTENDED AERATION
                               397

-------
          TABLE  163 HATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUbCATEGORY  * N/W FRESH FROZEN SALMON - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    6.0 HOURS
  120.0 DAYS
    1.8 TON/HR
    1.6 KKG/HR
   25.0 GPM
   •1.6 L/SEC
  850.9 GAL/TON
    3.6 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS 1000)

ANNUAL COSTSCSIOOO)
   CAPITAL COSTS 3s 8%
   DEPRECIATION S 10%

DAILY COSTS(S)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
0.
1.
2.
1.

2.
         2

        21.
2,
2.
5.
2.

5.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING

                       2       AERATED LAGOON
                               398

-------
          TABLE 164 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY • N/W FRESH FROZEN SALMON - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    6.0 HOURS
  120.0 DAYS
    1.8 TON/HR
    1.6 KKG/HR
   25.0 GPM
    1.6 L/SEC
  850.9 GAL/TON
    3.6 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS Si 8%
   DEPRECIATION S 10%

DAILY COSTS($)
   08.M
   POWER

   TOTAL ANNUAL COSTS($1000)
0»
1.
2.
\.

2.
 2

39.


 3.
 7.
 2.

 8.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      EXTENDED AERATION
                                399

-------
          TABLE 165  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY '• NONALASKAN CONV. BOTTOM FISH - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
  10.0 HOURS
 200.0 DAYS
   4.3 TON/HR
   3.9 KKG/HR
 100.0 GPM
   6.3 L/SEC
1396.3 GAL/TON
   5,8 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS i 8%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
19.
2.
2.
5.
1.
2
77.
6.
8.
27.
2.
3
166.
13,
17.
37.
3.
k
110
9
11
33
3
       20,
38,
27,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION - WITH CHEMICALS
                       3       EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                    400

-------
TABLE 166 WATER EFFLUENT TREATMENT COSTS

 CANNED AND PRESERVED FISH AND SEAFOOD

     SUBCATEGORY « NONALASKAN CONV. BOTTOM FiSH
                                                          - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
                            10.0 HOURS
                           200.0 DAYS
                             4.3 TON/HR
                             3.9 KKG/HR
                           100.0 GPM
                             6.3 L/SEC
                          1396.3 GAL/TON
                             5.8 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS 1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
                         t

                        19.
                         2«
                         2,
                         5.
                         1.

                         5.
 2

53.


 si
11.
 2.

12.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING

                       2      AERATED LAGOON
                                 401

-------
          TABLE 167. WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUfaCATEGORY : NONALASKAN CONV. BOTTOM FISH -M1DIUM
            OPERATING DAY
            SEASON-
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
   9.0 HOURS
 200.0 DAYS
   2.5 TON/HR
   2.3 KKG/HR
  60.0 GPM
   3.8 L/SEC
H2Q.6 GAL/TON
   5.9 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION 3 10%

DAILY COSTS(S)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
17,'
1.
2.
4.
1.
2
65.
5.
7.
20.
2.
3
138.
11.
H.
28.
3.
4
9*
8
9
25
3
16.
                31,
23.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2      FLOTATION - WITH CH1MICA1.S
                       3       EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                402

-------
          TABLf  168 WATER EFFLUENT TREATHENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

     SUBCATEGORY:  NONALASKAN CONV.  BOTTOM FISH - MEDIUM
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     9.0 HOURS
   200.0 DAYS
     2.5 TON/HR
     2.3 KKG/HR
    60.0 GPH
     3.8 L/SEC
  1420.6 GAL/TON
     5.9 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 8) 8%
   DEPRECIATION B 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

17.
 1,
 2,
 4.
 1.

 4.
 2

46.


 "I *
 5.
 9.
 2,

10.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING

                       2      AERATED LAGOON
                                403

-------
          TABLE l&y WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY  * NONALASKAN CONV. BOTTOM. FISH - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS
   200.0 DAYS
     1.3 TON/HR
     1.2 KKG/HR
    30.0 GPM
     1.9 L/SEC
  1361.4 GAL/TON
     5.7 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION 9 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

12.
 0.
 1.
 3.
 1.

 3.
 2

46.
 4.
 5.
15.
 2.

12.
 3

88.
7,
9.
22.
 3.

21.
         4

        62,
          5.
          6,
        19,
         3,

        16,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2      FLOTATION- WITH CHEMICALS
                       3      EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                      404

-------
          TABLE 170 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

      SUBCATEGORYs  NOHALASKAN CONV.  BOTTOM FISH - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    8.0 HOURS
  200.0 DAYS
    1«3 TON/HR
    U2 KKG/HR
   30.0 GPM
    1.9 L/SEC
 1361.4 GAL/TON
    5»7 CU H/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS 1000)

ANNUAL COSTS(SIOOO)
   CAPITAL COSTS 3) 8%
   DEPRECIATION i 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

12e



 ll
3,
1,

3.
         2

        28«
         2,
         3,
          7,
          2,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING

                       2      AERATED LAGOON
                                  405

-------
          TABLE  171.WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUbCATEGORY * NONALASKAN MECH. BOTTOM FISH -  LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
   8.0 HOURS
 180.0 DAYS
   6.1 TON/HR
   5.5 KKG/HR
 180.0 GPM
  11.4 L/SEC
1782.2 GAL/TON
   7.4 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1QOO)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POKER

   TOTAL ANNUAL COSTS($1000)
1
2k,
2.
2.
5.
1o
2
104.
8.
10.
28.
2.
3
188.
15.
19.
39.
3.
4
134
11
13
34
3
       24.
41,
31,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION   ~  WITH CHEMICALS
                       3       EXTENDED AERATION
                          OR
                             AERATED LAGOON
                               406

-------
          TABLE T72 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY s NONALASKAN MECH. BOTTOM FISH -SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
   8.0 HOURS
 180.0 DAYS
   1.0 TON/HR
   0.9 KKG/HR
  50.0 GPM
   3.1 L/SEC
3025.3 GAL/TON
  12.6 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION i 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
16.
1.
2.
4.
1.
2
63.
5.
6.
17.
2.
- 3
126.
10.
13.
24.
3.
4
88
7
9
21
3
       15.
28,
20,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      FLOTATION    WITH CHEMICALS
                       3      EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                      407

-------
          TABLE 173.WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY  •  CONVENTIONAL CLAMS -LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
   8.0 HOURS
 200.0 DAYS
   5.7 TON/HR
   5.2 KKG/HR
 120.0 GPM
   7.6 L/SEC
1256.7 GAL/TON
   5.2 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
21.
2.
2.
4.
1.
2
98.
8.
10.
23.
2.
3
126.
10.
13.
28.
3.
4
96.
4.
5.
9.
2.
       23.
29.
11.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION  -  WITH CHEMICALS
                       3       AERATED  LAGOON
                       4       SCREENING 4- EXTENDED AERATION
                                408

-------
          TABLE 17^'.'WER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY • CONVENTIONAL CLAMS _ SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
   8.0 HOURS
 200.0 DAYS
   3.4 TON/HR
   3.1 KKG/HR
  70.0 GPM
   4.4 L/SEC
1229.6 GAL/TON
   5,1 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 5) 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
18.
1.
2.
4.
1.
2
78.
6.
8,
19.
2.
.3
144.
12.
14.
26.
3.
4
104
8
10
23
3
       18.
32,
24.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION  - WITH CHEMICALS
                       3       EXTENDED AERATION   .
                           OR
                              AERATED LAGOON
                                  409

-------
          TABLE 17& WATER EFFLUENT TREATMENT COSTS

           CANNED  AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY s CONVENTIONAL CLAMS - SMALL
            .OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
          8.0 HOURS
        200.0 DAYS
          3.4 TON/HR
          3.1 KKG/HR
        70.0 GPM
          4.4 L/SEC
       1229.6 GAL/TON
          5.1 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3,8%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POKER

   TOTAL "ANNUAL COSTS($1000)
1
18.
1.
2.
4.
1.
2
43.
3.
4.
8.
2.
     4.
10,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)
                       1

                       2
SCREENING

AERATED LAGOON
                                410

-------
          TABLE 176  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY J CONVENTIONAL CLAMS - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS
   200.0 DAYS
     3.4 TON/HR
     3.1 KKG/HR
    70.0 GPM
     4.4 L/SEC
  1229.6 GAL/TON
     5.1 CU M/KKG
TREATMENT SYSTEM .

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION a 10%

DAILY COSTS(S)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1,

18.
 1.
 2.
 4,
 1.
 2

84.
 7.
 8.
11.
 2.

18.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       EXTENDED AERATION
                               41V

-------
          TABLE 177 .WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY • MECHANIZED CLAMS  - LARGE
            OPERATING DAY
            SEASON  -
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS.
   200.0 DAYS
    33.1 TON/HR
    30.0 KKG/HR
   900.0 GPM
    56.8 L/SEC
  1633.6 GAL/TON
     6.8 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT^!000)

ANNUAL COSTS($1GOO)
   CAPITAL COSTS S 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
66,
5.
7"
12.
1.
2
331.
27.
33.
88.
2.
3
530.
42.
53.
124.
3.
4
385.
31.
38.
106.
3.
IS,
78,
121.
91.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION - WITH CHEMICALS
                       3       EXTENDED  AERATION
                           OR
                              AERATED LAGOON
                                  412

-------
          TABLE 178  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY : MECHANIZED CLAMS - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS
   200.0 DAYS
    33.1 TON/HR
    30.0 KKG/HR
   900.0 GPM
    56.8 L/SEC
  1633.6 GAL/TON
     6.8 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS 1000)

ANNUAL COSTS{$1000)
   CAPITAL COSTS a 8%
   DEPRECIATION ® 10%

DAILY COSTS($)
   O&M
   POWER .

   TOTAL ANNUAL COSTS{$1000)
66.
 5.
 7.
12.
 1.

15.
  2

120,
 10.
 12.
 30.
  3.

 28,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING

                       2      AERATED LAGOON
                                 413

-------
          TABLE  179  WATER EFFLUENT  TREATMENT  COSTS

           CANNED AND PRESERVED  FISH AND  SEAFOOD

               SUBCATEGORY  • MECHANIZED CLAMS - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS
   200.0 DAYS
    33.1 TON/HR
    30.0 KKG/HR
   900.0 GPM
    56,8 L/SEC
  1633.6 GAL/TON
     6.8 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT $1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

66,
 5,
 7.
12,
 1,

15,
  2

265.
 21,
 27,
 49,
  3,

 58.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2      EXTENDED AERATION
                                 414

-------
          TABLE l8U  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY s  MECHANIZED CLAMS - SMALL
            OPERATING DAY
            SEASOK
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    8.0 HOURS
  200.0 DAYS
    9.8 TON/HR
    8.9 KKG/HR
  270.0 GPM
   17.0 L/SEC
 1652.0 GAL/TON
    6,9 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTSCS1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
29.
2.
3.
6.
1.
2
133.
11.
13.
35.
2.
3
231.
19.
23,
50.
3.
It
166
13
17
43
3
7.
31,
52,
39.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      FLOTATION  -  WITH CHEMICALS
                       3      EXTENDED  AERATION
                           OR
                              AERATED LAGOON
                                 415

-------
          TABLE 181  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY  s MECHANIZED CLAMS - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS
   200,0 DAYS
     9,8 TON/HR
     8.9 KKG/HR
   270.0 GPM
    17.0 L/SEC
  1652.0 GAL/TON
     6.9 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTC$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS S 8%
   DEPRECIATION 5) 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL"ANNUAL COSTS(SIOOO)
 1

29.
 2.
 3.
 1.

 7,
 2

62.
 5,
 6.
14,
 2,

14,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING

                       2       AERATED LAGOON
                                416

-------
          TABLE 182 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY s MECHANIZED CLAMS - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
         8.0 HOURS
       200.0 DAYS
         9.8 TON/HR
         8.9 KKG/HR
       270.0 GPM
        17.0 L/SEC
      1652.0 GAL/TON
         6.9 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENTS 1000)

ANNUAL COSTS<$1000)
   CAPITAL COSTS d 8%
   DEPRECIATION 3 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
     1

    29.
     2.
     3.
     6.
     1.

     7.
  2

128.
 10,
 13.
 20.
  2,

 27,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)
                       1
                       2
SCREENING
EXTENDED AERATION
                               417

-------
          TABLE 183  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY  s PACIFIC HAND SHUCKED OYSTER - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS
   110.0 DAYS
     0.4 TON/HR
     0.4 KKG/HR
   115.0 GPM
     7.3 L/SEC
 15655.8 GAL/TON
    65.3 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION o> 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

20,
 2.
 2.
 4.
 1.

 4.
 2

94.
 7.
 9.
13.
 2.

19.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      EXTENDED AERATION
                                418

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          TABLE 184  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY * PACIFIC HAND SHUCKED OYSTER - MEDIUM
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
     8.0 HOURS
   110,0 DAYS
     0.2 TON/HR
     0.2 KKG/HR
    50,0 GPM
     3.2 L/SEC
 13613.7 GAL/TON
    56.8 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000}

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
 1

16,
 1.
 2.
 1.

 3.
 2

79,
 6,
 8,
10.
 2.

16,
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2      EXTENDED AERATION
                                419

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          TABLE  I** WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY  * PACIFIC HAND SHUCKED OYSTER - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    8.0 HOURS
   90.0 DAYS
    0.0 TON/HR
    0.0 KKG/HR
   13.0 GPM
    0.8 L/SEC
17697.8 GAL/TON
   73.9 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION ® 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1

8.
0.
0.
3.
1.

2.
 2

33.
 3.
 3.
 9.
 2.

 7.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       ^      EXTENDED AERATION
                             420

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          TABLE 186  WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY EASTERN HAND SHUCKED OYSTERS
                        - MEDIUM
            OPERATING DAY
            SEASON
            PRODUCTION   ~
            PROCESS

            HYDRAULIC LOAD'
   8.0 HOURS
 200.0 DAYS
   0.2 TON/HR
   0.2 KKG/HR
  25.0 GPM
   1.6 L/SEC
8508.6 GAL/TON
  35.5 CU M/KKG
TREATMENT SYSTEM                  „ 1•        2        3
                                  N
INITIAL INVESTMENT($1000)         11,       41.      78.

ANNUAL COSTS($10qO)
   CAPITAL COSTS Q 8%              1.        3.       6.
 *  DEPRECIATION o> 10%              1.        4.       8.

DAILY COSTS($)
   O&M                             3.       13.      19.
   POWER                           1.        2.       3.

   TOTAL ANNUAL CqSTS($1000)       3.       11. '     19.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2      FLOTATION  - WITH  CHEMICALS
                       3      EXTENDED AERATION
                               421

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          TABLE  J87 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SU8CATEGQRY • STEAMED OR CANNED OYSTERS
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    8.0 HOURS
  110.0 DAYS
    0.9 TON/HR
    0.8 KKG/HR
  220.0 GPM
   13*9 L/SEC
14975.1 GAL/TON
   62.5 CU M/KKG
TREATMENT SYSTEM   .

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 38%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
26.
2.
3.
5.
1.
5.
2
123.
10.
12.
31.
2.
26.
3
213.
17.
21.
44.
44.
4
.- '153
1-2
- 15
38
3
32
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2       FLOTATION WITH CHEMICALS
                       3       EXTENDED  AERATION
                           OR
                              AERATED  LAGOON
                                    422

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          TABLE 188 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY : SARDINE CANNING - LARGE
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
   8.0 HOURS
  60.0 DAYS
   8.3 TQN/HR
   7.5 KKG/HR
 240.0 6PM
  15.1 L/SEC .
1742.6 GAL/TON
   7.3 CU H/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000}

ANNUAL COSTS($1000)
   CAPITAL COSTS 3) 8%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
28.
2.
3.
6.
1.
2
125,
10.
12.
33.
2.
3 ,
218.
17.
22.
46.
3.
. :-.*.* '
1.8$-.
>: - 12.
16.
40.
3.
       25.
42.
31.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      FLOTATION - WITH CHEMICALS
                       3      EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                     423

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           TABLE 189... WATER EFFLUENT TREATMENT COSTS

            CANNED AND PRESERVED FISH AND SEAFOOD

                SUBCATEGORY s SARDINE CANNING - MEDIUM
             OPERATING DAY
             SEASON
             PRODUCTION

             PROCESS FLOW

             HYDRAULIC LOAD
   8.0 HOURS
  60.0 DAYS
   5.5 TON/HR
   5.0 KKG/HR
 160.0 GPM
  10.1 L/SEC
1742.6 GAL/TON
   7.3 CU M/KKG
 TREATMENT SYSTEM

•INITIAL INVESTMENT$1000)

 ANNUAL COSTS($1000)
    CAPITAL COSTS 5) 8%
    DEPRECIATION o> 10%

 DAILY COSTS($)
    O&M
    POWER

    TOTAL ANNUAL COSTS($1000)
1
23.
2.
2.
5.
1.
2
99.
8.
10.
26.
2.
3
180.
14.
18.
37.
3.
4
128
10
13
32,
'3,
       20,
35.
25,
                        TREATMENT SYSTEMS
                           (CUMULATIVE)

                        1      SCREENING
                        2      FLOTATION  ~ WITH CHEMICALS
                        3      EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                  424

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          TABLE 190 WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY * SARDINE CANNING - SMALL
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    8,0 HOURS
   60,0 DAYS
    2.1 TON/HR
    1.9 KKG/HR
   6000 GPM
    3.8 L/SEC
 1719.6 GAL/TON
    7.2 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT($1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION S> 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($IOOO)
1
17.
1.
2.
4.
1.
2
68.
5.
7.
18.
2.
3
132.
11.
13.
25.
3.
4
93
7
9
22
3
3.
13.
25.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      FLOTATION- WITH CHEMICALS
                       3      EXTENDED AERATION
                           OR
                              AERATED LAGOON
                                        425

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          TABLE 191 WATER EFFLUE^ TREATMENT COSTS

           CANNED AND PRESERVED FiSH AND SEAFOOD

               SUDCATEGORY  *   Non-Alaskan Scallops
            OPERATING DAY
            •SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
  12.0 HOURS
  60.0 DAYS
       TON/HR
       KKG/HR
 1.7
 1.5
55.0 GPM
 3.5 L/SEC
1996.7 GAL/TON
   8.3 CU M/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%
   DEPRECIATION i"10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
17
1
?
5.
1.
2
63
5
fi
?fi
2.
3
113
9
19
31.
3.
       12
              23
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1      SCREENING
                       2      FLOTATION
                       3      SCREENING AND EXTENDED AERATION
                            426

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          TABLE 19Z WATER EFFLUENT TREATMENT COSTS

           CANNED AND PRESERVED FISH AND SEAFOOD

               SUBCATEGORY : NONALASKAN HERRING FILLETING
            OPERATING DAY
            SEASON
            PRODUCTION

            PROCESS FLOW

            HYDRAULIC LOAD
    12.0 HOURS
   100.0 DAYS
    14.9 TON/HR
    13.5 KKG/HR
   520.0 GPM
    32.8 L/SEC
  2097.5 GAL/TON
     8.8 CU H/KKG
TREATMENT SYSTEM

INITIAL INVESTMENT$1000)

ANNUAL COSTS($1000)
   CAPITAL COSTS a 8%
   DEPRECIATION a 10%

DAILY COSTS($)
   O&M
   POWER

   TOTAL ANNUAL COSTS($1000)
1
44.
4.
4.
13.
1.
2
313.
25.
31.
84.
2.
3
520.
42.
52.
119.
3.
10,
65.
106.
                        TREATMENT SYSTEMS
                          (CUMULATIVE)

                       1       SCREENING
                       2      FLOTATION - WITH CHEMICALS
                       3      EXTENDED AERATION
                                 42?

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TABLE.193..WATER EFFLUENT TREATMENT COSTS

 CANNED AND PRESERVED FISH AND SEAFOOD

     SUbCATEGORY : ABALONE
  OPERATING DAY
  SEASON
  PRODUCT I ON-

  PROCESS FLOW

  HYDRAULIC LOAD
                                       8.0 HOURS
                                     200.0 DAYS
                                       0.9 TON/HR
                                       0.8 KKG/HR
                                      10.0 GPM
                                       0.6 L/SEC
                                     680.7 GAL/TON
                                       2.8 CU M/KKG
TREATMENT SYSTEM                   1

INITIAL INVESTMENT$1000)         26.

ANNUAL COSTS($1000)
   CAPITAL COSTS 3 8%              2.
   DEPRECIATION 5) 10%              3.

DAILY COSTS($)
   O&M                            10.
   POWER                           1.

   TOTAL ANNUAL COSTS($1000)       7.
                                  5.
                                 15.
                                  2.

                                 12.
              TREATMENT SYSTEMS
                (CUMULATIVE)

             1      FLOTATION  WITHOUT CHEMICALS
             2      EXTENDED AERATION
                    428

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                               Table  194

               Incremental  Water Effluent Treatment Costs
              for Alaskan Segments - Alaskan Salmon Canning
Operating Day
Season
Production
Process Flow


Hydraulic Load
18 hrs
42 days
8.3 ton/hr
7.5 kkg/hr

600 gpm
37.9 L/sec

4356 gal/ton
18.2 cu m/kkg
18 hrs
42 days
5 ton/hr
4.5 kkg/hr

370 gpm
23.4 L/sec

4477 gal/ton
18.7 cu m/kkg
Treatment System
  Grinding
   Capital $                    54,000
   0 & M   $/day                   100

  Screening
   Capital $                    64,000
   0 & M   $/day                   120

  Barging
   Capital $                    82,000
   0 & M   $/day                   320

  Flotation - with chemicals*
   Capital $501,000
   0 & M   $/day                   130
                    45,000
                        90
                    51,000
                       100
                    69,000
                       270
                   329,000
                        90
*Based on estimated Seattle construction costs multiplied by 2.5 plus estimated
Seattle equipment costs and transportation
                                   429

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                              Table 194 (cont.)
                 Incremental Water Effluent Treatment Costs
             for Alaskan Segments - Alaskan Hand-Butchered Salmon
Operating Day
Season
Production
Process Flow
Hydraulic Load
12 hrs
90 days
4.4 ton/hr
4.0 kkg/hr

90 gpm
5.7 I/sec

1225 gal/ton
5.1 cu m/kkg
12 hrs
90 days
1.1  ton/hr
1.04 kkg/hr

25 gpm
1,7 L/sec

1361 gal/ton
5.7 cu m/kkg
Treatment System
  Grinding
   Capital $                      31,000
   0 & M   $/day                      50

  Screening
   Capital $                      32,000
   0 & M   $/day                      45

  Barging
   Capital $                      47,000
   0 & M   $/day                     150

  F1ota11on - wi thchemi cals*
   Capital $98,000
   0 & M   $/day                      35
                       24,000
                           45
                       24,000
                           35
                       32,000
                          130
                       53,000
                           25
  *Based on estimated Seattle construction costs multiplied by 2.5 plus estimated
  Seattle equipment costs and transportation
                                  430

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                               Table 195

                Incremental  Water Effluent Treatment Costs
               for Alaskan Segments - Alaskan Bottom Fish
Operating Day
Season
Production
Process Flow


Hydraulic Load
  8 hrs
100 days
13.2 ton/hr
12.0 kkg/hr

200 gpm
12.6 I/sec

908 gal/ton
3.8 cu m/kkg
  8 hrs
100 days
1.7 ton/hr
1.5 kkg/hr

16 gpm
1.0 I/sec

581 gal/ton
2.4 cu m/kkg
Treatment System
  Grinding
   Capital $                   38,000
   0 & M   $/day                   60

  Screening
   Capital $                   41,000
   0 & M   $/day                   50

  Barging
   Capital $                   57,000
   0 & M   $/day                  140

Flotation - with chemicals*
   Capital $137,000
   0 & M    $/day                  25
                    20,000
                        50
                    21,000
                        30
                    34,000
                       120
                    44,000
                        11
*Based on estimated Seattle construction costs multiplied by 2.5 plus estimated
Seattle equipment costs and transportation
                                   431

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                             Table 19C

            Incremental Water Effluent Treatment Costs
          for Alaskan Segments - Alaskan Herring Filleting
Operating Day
Season
Production

Process Flow

Hydraulic Load
 12 hours
 100 days
 14.9 ton/hr
 13.5 kkg/hr
 520 gpm
 32.8 I/sec
 2098 gal/ton
 8.8 cu m/kkg
Treatment System
  Grinding

    Capital $
    O&M     $/day

  Screening

    Capital $
    O&M     $/day

  Barging

    Capital $
    O&M     $/day

  Flotation-with chemicals*

    Capital $
    O&M     $/day
 57,000
     70
 60,000
     75
119,000
    290
469,000
     75
*Based on estimated Seattle construction costs multiplied by 2.5 plus  estimated
Seattle equipment costs and transportation
                                  432

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Table
       197
Energy consumption o'f  alternative
 treatment systems.
Treatment
System
Screen
Air flotation
Aerated lagoon
Extended aeration
Energy
Small
16
180
200
240
consumption
Medium
64
450
700
900
KWH/da^
Large
160
1200
1700
2000
                   433

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            Table T98   Cost of construction and
             operation of a fish deboning plant.
            Capital Investment Costs:
            1.  Processing equipment          §213,800
            2.  Construction and installation   26,000
            3.  Miscellaneous                   21,290
                                              $261,090

Operating cost and income - no charge for waste & trimmings,
                                   Production Rates
          Item
Raw material cost
Processing cost
Freezing § .05/lb
Packaging @ .01/lb
Daily operating cost
Operating cost per Ib
Selling price (FOB plant)
Total daily sales
Daily operating cost
Daily operating income   $115.00
2000
Ibs/day
$190.00
370.00
100.00
20.00
4000
Ibs/day
$380.00
370.00
200.00
40.00
8000
Ibs/day
$760.00
370.00
400.00
80.00
$680.00
$990.00
$1610.00
34.0$
40. 0«
$800.00
685.00
24.84=
40.0*
$1600.00
990.00
20. 1$
40. 0£
$3200.00
1610.00
            $ 610.00
            $1590.00
                           434

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          Table  199.  Capital and operating costs
       for batch and continuous fish meal facilities.
Type of
plant
Batch
Batch
Semi -c ont inuous
Continuous
Continuous reduction
Capacity
(input)
1/2 ton/hour
3/4 ton/hour
1/2 ton/hour
3 ton/hour
4-5 ton/hour
Equipment costs
K$
20 - 25
25 - 30
40 - 50
55 - 60
140 - 165
Batch plant operating costs:  $53/ton - $106/ton, depending
  on equipment size and raw material.

Continuous plant operating costs:  $20/ton with output of
  1 ton/hour.
                             435

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    200 +
    ISO  -•
i
at

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                           SECTION IX

          BEST PRACTICABLE CONTROL TECHNOLOGY CURRENTLY
              AVAILABLE, GUIDELINES AND LIMITATIONS
For each subcategory within the canned  and  preserved  fish  and
seafood   processing  industry,  the  "best  practicable  control
technology currently available" (BPCTCA)  must be achieved by  all
plants  not later than July 1, 1977.  BPCTCA, except for the fish
meal production industry, is not based on  "the  average  of  the
best  existing  performance  by plants of various sizes, ages and
unit processes within each  ...  subcategory,"  but,  rather,
represents  the  highest level of control that can be practicably
applied by July 1, 1977 because  present  control  and  treatment
practices   are  generally  inadequate  within  the  finfish  and
shellfish segments of the canned and preserved fish  and  seafood
processing  industry.   BPCTCA  for  the  fish  meal process with
solubles plant was determined using an average of  the  exemplary
plants.  Consideration of the following factors has been included
in the establishment of BPCTCA:

     1)  the total cost of application of technology in
         relation to the effluent reduction
         benefits to be achieved from this application;

     2)  the age of the equipment and facilities involved;

     3)  the processes employed;

     H)  the engineering aspects of the application of
         various types of control techniques;

     5)  process changes; and

     6)  non-water quality environmental impact.

Furthermore, the designation of BPCTCA technology emphasized end-
of-pipe  treatment technology, but included in-process technology
when considered normal practice within the subcategory.

An important consideration in the  designation  process  was  the
degree  of  economic  and  engineering  reliability  required  to
determine the technology to be "currently  available."   In  this
industry,  the  reliability  of  the recommended technologies was
established based on pilot plantsa  demonstration  projects,  and
transfer  technology, the latter mainly from the meat packing and
municipal waste treatment fields.

Since few seafood' processing wastewater  treatment  systems  have
been  installed,  there  is  no  data  base  available td develop
maximum 30-day averages and daily maxima for wastewater  effluent
levels after treatment.  Therefore, engineering judgment (based on


                               437

-------
the  information  and  advice  from the following sources was used to
develop statistical  models  of the effluent and treatment systems:
1) engineering handbooks, 2) seafood processing and environmental
engineering  consultants,   3)  industry  contacts,  4)  technical
papers,  5) currently available data, and 6) data developed during
this  study.   These models  were  then  used  to  estimate  the
resulting effluent levels.  Sections V and VII discuss the models
which   were  used  and   presents  the  levels  to which treatment
removal factors  were applied  to  determine  the  effuent  levels
which  can be achieved using BPCTCA.

A  subcategory listing of the effluent limitations along with the
associated treatment technologies  is  presented  in  Table  200.
Tables  150  and 151  (Section VII) present the expected removal
efficiencies of  the  various technologies considered.

In-Plant Housekeeping

No additional treatment  is  considered  necessary  for  fish  meal
processes  with  solubles   plants  since  the  waste load concen-
trations are quite   low  and  it  would  be  very  difficult  and
expensive to treat the effluent any further.  However, waste load
reductions  can  be attained through "good housekeeping" practices
which   are  considered   normal  practice   within   the   seafood
processing  industry such  as turning off faucets and hoses when
not  in use or using  spring-loaded hose nozzles.


Barge  to Sea or  Bv-Product  Recovery

Since  there is no cost effective end-of-pipe treatment  available
for  stickwater,  it is  recommended that fish meal processes with
no existing solubles  plant  barge stickwater,  recycled  bailwater
and  washdown  water to sea or, preferably to another fish meal
operation with solubles  plant for by-product recovery.  The  only
remaining  wastewater would be from an air scrubber or leaks from
the  unit operations.

Direct Discharge of  Comminuted Solids

There  is substantial  evidence that  processors  in  isolated  and
remote areas of Alaska are  at a comparative economic disadvantage
to   the  processors   located  in population or processing centers
regarding  attempts   to  meet  the  effluent  limitations.     The
isolated  location  of   some  Alaskan  seafood  processing plants
eliminates almost all waste water treatment alternatives  because
of   undependable   access   to   ocean,   land,   or  commercial
transportation disposal methods during  extended  severe  sea  or
weather  conditions,  and  the  high  costs  of  eliminating  the
engineering  obstacles  due  to  adverse  climatic  and  geologic
conditions.    However,  those  plants  located  in  population or
processing centers have access to more  reliable,   cost-effective
alternatives such as  solids recovery techniques or other forms of
solids disposal such as landfill or barging.


                                 438

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BPCTCA for isolated Alaskan seafood processors constitutes direct
discharge of comminuted solids.


In-Plant Housekeeping and Screen

In-plant   housekeeping   and  screening  are  considered  BPCTCA
technology  for  the  non-oily  species  and   for   the   Alaska
commodities  processed  in population or processing centers.   Air
flotation is estimated to remove  only  30  percent  of  the  BOD
without  chemical  optimization  and  50  percent  with  chemical
optimization for non-oily commodities and is not considered to be
cost effective.  Air flotation  is  technically  practicable  for
salmon canning; however, the high shipping and construction costs
in  Alaska  make this technology economically impractical in this
region for BPCTCA.

In-plant housekeeping, screen and air flotation

In addition to  good  housekeeping  practices,  screens  and  air
flotation  are  considered BPCTCA for the oily species outside of
Alaska.  These include Northwest salmon canning where  mechanical
butchering is used mechanized bottom fish, herring filleting, and
sardine  canning.  However, because of the economic impact of the
cost of such treatment the effluent  limitations  for  mechanized
bottom  fish and herring filleting are based on good hosuekeeping
practices  and  screening.   The  effluent  limitations  for  the
sardine processors are based on treatment by screening and simple
grease  traps  for  the  precook  water (about 5 percent of plant
flow) and treatment by screening only for the  remainder  of  the
flow.  The precook water contains approximately 70 percent of the
total  grease  and  oil for plants with essentially dry transport
systems to the packing tables.

The effluent limitations for each subcategory  are  presented  in
Table  200.   These  values,  except for fish meal, were obtained
from the formulas presented in Figure 94.   The  percent  removal
factors  are  listed  in  Tables  150  and  151.   Fish meal with
solubles plant limitations are based on  current  practice  which
required  no  further  end-of-pipe  treatment.  Fish meal without
solubles plant limitations were based on air scrubber  water  ,and
wash  water  which remains after the stickwater and bailwater has
been barged to sea.
                                439

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            TABLE 200
JULY 1, 1977 EFFLUENT LIMITATIONS
              Parameter   (kq/kkq or lbs/1000 Ibs seafood processed)
                     BOD5                 TSS
Grease & Oil
Subcateqory
0. Fish Meal
1. with solubles unit
2. w/o solubles unit
P. AK hand-butchered salmon
1 . non-remote
2. remote
n. AK mechanized salmon
1 . non- remote
2 . remote
4s. R. West Coast hand-butchered salmon
o
S. West Coast mechanized salmon
T. AK bottom fish
1 . non-remote
2 . remote
U. Non-AK conventional bottom fish
V. Non-AK mechanized bottom fish
W. Hand-shucked clams
Technology
(BPCTCA)

H
B

H,S,B
Grind

H,S,B
Grind
H,S

H»S

H,S,B
Grind
H,S
H5S
H,S
Daily Max 30- Daily
Max Day avq Max

4.7 3.5 2.3
3.5 2.8 2.6

1.7
* * *

27
* * *
1.7

27

3.0
* * *
2.1
14
59
Max 30-
Day avq

1.3*
1.7

1.4
*

22
*
1.4

22

1.9
*
1.6
10
18
Daily
Max

0.80
3.2

0.20
*

27
*
0.20

27

4.3
*
0.55
5.7
0.60
Max 30-
Day avq

0.63
1.4

0.17
*

10
*
0.17

in

0.56
*
0.40
3.3
0.23

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                                 Table  200(cont'd)  July 1, 1977 Fffluent Limitations

                                                        Parameter    (kg/kkp or lbs/1000 Ibs seafood processed)
  Subcategory

  X.   Mechanized clams

  Y.   Pacific coast hand-shucked
      oysters**

  Z.   East & Gulf Coast hand-shucked
      oysters**

 AA.   Steamed/Canned oysters**

 AB.   Sardines
      1.   dry conveying
I     2,   wet flume

 At,   AK scallops**
      1.   non-remote
      2,   remote

 AD,   Non-AK scallops**

 AE,   AK herring fillet
      T,   non-remote
      Z,   remote
                                                               BOD5
TSS
Grease ?•. Oil
Technology
(BPCTCA)
H,S
H,S
B,S
H,S
H,S,GT***
H.S.GT***
H5S,B
Wind
H,S
H,S,B
Grind
Daily Max 30- Dally
Max Day avg Max
90
37
19
270
36
48
6.0
* * *
6.0
32
* * it
Max 30-
Day avg
15
35
15 '
190
10
16
1.4
*
1.4
24
*
Daily
Max
4.2
1.7
0.77
2.3
3.5
6.3
7.7
«
7.7
2/
*
Max 30-
Day av<
0.97
1.6
0.70
1.7
1.4
2.8
0.24
*
0.24
10
*

-------
Table 200-Ccont'd)
                                                         ]> 1977 Effluent Limitations
                                                        Parameter   (kg/kkg or lbs/1000 Ibs seafood processed)
BODS
                                                    TSS
                                                                                                     Grease & Oil
Subcategory
AF.
AS.
Non-AK herring fillet
Aba lone
Technology
(BPCTCA)
H,S
H,S
Daily
Max
-
_
"Max
Day


30-
avg
-
_
Daily
Max
32
27
Max
Day
24
15
30-
avg


Daily
Max
27
2.2
Max
Day
10
1
30-
avg

.4
ro
       H = housekeeping;  S - screen;   DAF = dissolved  air  flotation without chemical optimization;
       B = barge solids;  GT = grease  trap
       *No pollutants may be discharged which exceed  1.27 cm (0.5  inch)  in any  dimension
       **Effluent limitations in terms of finished product
       ***Eff1uent limitations are based on treatment of the pre-cook water by  screening
          and skimming of free oil, and screening for the remainder of the effluent

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                            SECTION X

             BEST AVAILABLE TECHNOLOGY ECONOMICALLY
             ACHIEVABLE, GUIDELINES AND LIMITATIONS


For each subcategory within the canned  and  preserved  fish  and
seafood  processing  industry,  the  "best  available  technology
economically achievable" (BATEA)  must be realized by  all  plants
not  later  than  July 1, 1983,  BATEA is, for this industry, not
the very best control and  treatment  technology  employed  by  a
specific   point   source   within  the  industrial  category  or
subcategory, but represents ''transfer technology" especially from
the  meat  packing  industry,  other  segments  of  the   seafood
industry,  and  municipal  waste  treatment experience.  This was
necessary because present control and treatment practices  except
for   the  fish  meal  portion  of  the  industry  are  generally
inadequate.

Consideration of the following factors has been included  in  the
establishment  of  the  best  available  technology  economically
achievable:

     1)   equipment and facilities age;

     2)   processes employed;

     3)   engineering aspects of various control
         technique applications;

     H)   process changes;

     5)   costs of achieving the effluent reduction
         resulting from the application of BATEA
         technology; and

     6}   non-water quality environmental impact.

Furthermore, in-plant controls were emphasized in the designation
of BATEA technology.  Those in-process and  end-of-pipe  controls
recommended  for  BATEA were subjected to the criterion that they
be demonstrated at the pilot plant, semi-works, or other level to
be technologically and economically justifiable.  This is not  to
say that a complete economic analysis of each proposed system and
its   relationship   to   one  or  more  subcategories  has  been
undertaken.   Rather,  the  information  and   advice   from   1)
engineering  handbooks,  2)  seafood processing and environmental
engineering  consultatns,  3)  industry  contacts,  ft)  technical
papers, 5} currently available data, and 6) data developed during
this   study  has  been  applied  in  the  consideration  of  all
alternatives and those with a reasonable chance of "viability" in
application to a significant number of actual  processing  plants
within a subcategory have been considered in detail.
                               443

-------
It should be noted that the wastewater treatment technologies and
in-plant  changes  which  serve  as  the  basis  for the effluent
limitations represent only one alternative open to the processor.

The BATEA  effluent  limitations,  in  terms  of  maximum  30-day
averages  and  daily maxima were developed using the same statis-
tical models as were used for BPCTCA and incorporating  generally
improved  treatment and control efficiencies.  Table 152 (Section
VII) lists the estimated practicable in-plant  waste  water  flow
reductions and associated pollutional loadings reductions.


In-Plant Changes

Modifying  the  fish  meal  plants to contain leaks from the unit
operations, treating bailwater to reduce the load on the solubles
plant, and modifying the evaporators such that they operate in  a
more  continuous  manner,  should  reduce the average BOD load by
about 5 percent.  Fish meal processes without  a  solubles  plant
can  install  an  evaporator  for  BATEA or barge the effluent to
another plant for byproduct recovery.  The  effluent  limitations
for  all  fish  meal processes will therefore be the same for the
1983 standards.

Housekeeping and Screen

The  processes  in  the  hand-shucked  oyster  subcategories  are
typically  small  in  size and operate in an intermittent manner.
Even though extended aeration was  considered  to  be  the  least
expensive   technically   feasible   treatment  alternative,  the
projected'  severe  economic  impact  precluded  such   treatment.
Therefore,  the  BATEA  effluent  limitation  are  based  on good
housekeeping practices and screening of  the  effluent  prior  to
discharge to the receiving waters.


In-Plant Changes and Screen

The  processes  in  several  subcategories are typically small in
size, utilize non-oily species, and operate  in  an  intermittent
manner.   Therefore, lagoons, air flotation and extended aeration
were not considered economically or technically feasible in these
cases.  It was considered possible to reduce the water  flow  and
waste  loads  through  in-plant  changes;  a small amount for the
shellfish processes and a  greater  amount  for  the  salmon  and
bottom fish.


In-Plant Changes, Screen and Air Flotation

Air  flotation  together  with  in-plant  changes  was considered
equivalent to biological treatment for  the  salmon  canning  and
herring processing industries for BATEA.


                            444

-------
In-plant  changes for the non-Alaska herring and salmon processes
increased the overall BOD removals from 2 percent to 15  percent.
The  larger  removals  shown for the sardine process assumed that
the precook -water  from  the  sardine  plants  would  be  handled
separately.  Air flotation is also recommended for the mechanized
bottom fish process which was observed to be higher in grease and
oil content than the conventional processes.


In-Plant Changes_, Screen and Aerated Lagoon

An  aerated  lagoon was considered to be the only advanced treat-
ment available which could be applied to subcategories processing
non-oily species, have relatively  low  BOD  concentrations,  and
relatively  large flows.  This included the hand butchered salmon
processes, the non-Alaska conventional bottom fish processes, the
mechanized clam processes,  and  the  steamed  or  canned  oyster
processes.   In-plant  changes increased the BOD removal up to an
additional 5 percent.

Effluent Limitations

The July 1, 1983, effluent limitations for each  subcategory  are
presented  in  Table 201.  These values were obtained by ..applying
the removal factors  (Tables 150, 151, and 152) of the control and
treatment technologies to  the  raw  effluent  daily  maxima  and
maximum  30 day averages presented in Section V.  Except for fish
meal, these valves were obtained by  the  formulas  presented  in
Figure  94«  The fish meal limitations are based on the operation
of a by-product recovery solubles unit operation.
                             445

-------
en
                                                       Table 201
                                         July 1, 1983 Effluent Limitations
                                                        Parameter      (kg/kkg or lbs/1000 Ibs seafood processed)
Subcategory
0.
P.
q.
R.
S.
T.
U.
V,
W.
X.
F1sh meal
Ak hand-butchered salmon
Ak mechanized salmon
1 . non- remote
2. remote
West Coast hand-butchered
salmon
West Coast mechanized salmon
Ak bottom fish
Non-Ak conventional bottom
fish
Non-Ak mechanized bottom fish
Hand-shucked clams
Mechanized clams
Techno loay
(BATEA)
IP
IP.S.B
IP»S»DAFSB
IP,S,B
IP.S.DAF
IP.S.DAF
IP.S.B
IP.S.AL
IP,StDAF
IP,S
IP,SfAL
BOD5 TSS
Dally Max. 30- Dally Max. 30-
Max. Day avg. Max. Day avg.
4.0 2.6
-
16 13
1.2 1.0
16 13
_
0.73 0.58
6.5 5.3
_
15 5.7
2.3
1.5
2.6
26
0.15
2.6
1.9
1.5
T.I
55
26
1.3
1.2
2.2
21
0.12
2.2
1.1
0.73
8.82
17
4.4
Grease
Dally
Max.
0.80
0.18
2.6
26
0.045
2.6
2.6
0.04
0.46
0.56
0.40
& on
Max. 30-
Day avq.
0.63
0.15
1.0
10
0.018
1.0
. 0.34
0.03
0.26
0.21
0.092

-------
             Table  201  (Cont'd)
Proposed July 1,  1983 Effluent Limitations

                        Parameter
(kg/kkg or lbs/1000 Ibs seafood processed)
Subcategory
Y.
Z.
M.
AB.
AC.
AD.
AE.
Pacific Coast hand-shucked
oysters*
East Gulf Coast hand-shucked
oysters*
Steamed/Canned oysters*
Sardines
Ak scallops*
Non-Ak scallops*
Ak herring fillets
1 . non-remote
2. remote
Technology
(BATEA)
H,S
H,S
IP,S,AL
IP,S,DAF**
IP.S.B
IP,S
IP»S»DAF,B
IP,S,B
BOD5 TSS
Daily Max. 30- Daily Max. 30-
Max. Day avg. Max. Day avg.
37
19
67 17 56
36
5.7
5.7
6.8 6.2 2.3
23
35
15
39
10
1.4
1.4
1.8
18
Grease & Oil
Daily Max. 30-
Max. Day avg.
1.7
0.77
0,84
1.3
7.3
7.3
2.0
20
1.6
0.70
0.42
0.52
0.23
0.23
0.73
7.3

-------
                                             Table EOT  (Cont'd)
                                  Proposed July  1» 1983  Effluent Limitations
                                                         Parameter
(kg/kkg or lbs/1000 Ibs seafood processed)
Subcategory
AF.
AS.
Non-Ak herring fillets
Abalone
Technology
(BATEA)'
IP,$,DAF
IP.S
BOD5 TSS
Daily Max. 30- Daily Max. 30-
Max. Day avg. Max. Day avp.
6.8 6.2 2.3
26
1.8
14
Grease & Oil
Daily Max. 30-
Max. Day avq.
2.0
2.1
0.73
1.3
00
     IP = in-pla'nt process changes;  S = screen;   DAF = dissolved- air flotation, with, chemical  optimization;
     AL = aerated lagoon;  EA = extended aeration;  B = barge solids

     *Effluent Limitations in terms of finished product

     **Effluent limitations based on DAF treatment of the can wash and pre-cook water,
       and screening for the remainder of the effluent

-------
                           SECTION XI

                NEW SOURCE PERFORMANCE STANDARDS
                   AND PRETREATMENT STANDARDS
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 promulgation of  the  regulations  for  the  standards.   The
standards   were   determined  by  adding  to  the  consideration
underlying the identification of the  "Best  Practicable  control
Technology  Currently  Available9'  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  were  considered.   A
further  determination  made was whether a standard permitting no
discharge of pollutants is practicable.

Consideration was also given to:

     1)  operating methods|
     2)  batch as opposed to continuous operations;
     3)  use of alternative raw materials and mixes of raw
         materials;
     1)  use of dry rather than wet processes (including a
         substitution of recoverable solvents for water); and
     5)  recovery of pollutants as by-products.

The effluent limitations for new sources are based  on  currently
available  technology  with appropriate effluent level reductions
due to in-plant modifications as discussed in Sections VII and X.

Effluent Limitation for New Source Performance Standards

The effluent  limitations  and  associated  technology  for  each
subcategory  are  presented  in  Table  202.   These  values were
obtained in the same manner as described for BPCTCA and BATEA  in
Sections IX and X.
                               449

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Pretreatment Requirements

No  constituents  of  the effluents discharged from plants within
the segments of the seafood industry included in this study  have
been  found which would  (in concentrations found in the effluent)
interfere  with,  pas's  through   (-to   the   detriment   of   the
environment)  or  otherwise  be incompatible with a well-designed
and operated publicly owned activated sludge or trickling  filter
wastewater  treatment  plant.  The effluent, however, should have
passed  through  (primary  treatment)  in  the  plant  to  remove
settleable  solids  and  a large portion of the greases and oils.
Furthermore, in a few cases,  it  should  have  been  mixed  with
sufficient  wastewater flows from other sources to dilute out the
inhibitory effect of any sodium chloride concentrations which may
have been  released  from  the  seafood  processing  plant.   The
concentration  of pollutants acceptible to the treatment plant is
dependent on the relative sizes of the treatment facility and the
processing  plant  and  must  be  established  by  the  treatment
facility.
                                  450

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                                                     TABLE 202
                                         NEW SOURCE PERFORMANCE STANDARDS
                                                         Parameter    (kg/kkg or  lbs/1000 Ibs seafood processed)
   Subcategory

   0.   Fish meal

   P.   Ak  hand-butchered  salmon
       1.  non-remote
       2.  remote

   Q.   Ak  mechanized salmon
       1.  non-remote
       2.  remote
4*
2 R.   West Coast hand-butchered salmon

   S.   West Coast mechanized salmon

   T.   Ak  bottom fish
       1.  non-remote
       2.  remote

   U.   Non-Ak  conventional bottom fish

   V.   Non-Ak  mechanized  bottom fish

   W.   Hand-shucked clams
                                                            Daily   Max 30-
     TSS
Daily   Max 30-
 Grease & Oil
Daily   Max 30-
Technology
IP
IP.S.B
grind
IP.S.B,
grind
IP.S.DAF
IP.S.DAF
IP.S.B
grind
IP,S,AL
IP, S, OAF
IP.S
Max Day avg Max
4.0 2.9 2.3
1.5
* * *
26
* * *
1.7 1.4 0.46
36 32 7.9
1.9
* * *
0.73 0.58 1.5
9.1 7.4 3.3
55
Day avg
1.3
1.2
*
21
*
0.37
6.5
1.1
*
0.73
2.5
17
Max
0.80
0.18
*
26
*
0.058
3.8
2.6
*
0.04
0.68
0.56
Day, avg
0.63
0.15
*
10
*
0.023
1.5
0.34
*
0.03
0.39
0.21

-------
                              Table 202 (Cont'd) New Source Performance Standards
                                                      Parameter   (kg/kkg or lbs/1000 Ibs seafood processed)
     Subcategory
     X.  Mechanized clams
     Y.  Pacific Cost hand-shucked
         oysters**
     Z.  East & Gulf Coast hand-shucked
£        oysters**
    AA.  Steamed/Canned oysters**
    AB.  Sardines
    AC.  Ak scallops**
         1.  non-remote
         2.  remote
    AD.  Non-Ak scallops
    AE.  Ak herring filllets
         1.  non-remote
         2.  remote
                                                             BOD5_
                                                         Daily   Max 30-
     TSS
Daily   Max 30-
 Grease & Oil
Daily   Max 30-
Technology
IP.S.AL
H,S
H,S
IP.S.AL
IP.S.DAF***
IP,S,B
grind
IP.S
IPSSSB
grind
Max Day avg Max
15 5.7 26
37
- - 19
67 17 56
36
5.7
* * *
5.7
23
* * *
Day avg
4.4
35
15
39
10
1.4
*
1.4
18
*
Max
0.40
1.7
0.77
0.84
1.4
7.3
*
7.3
20
*
Day avg
0.092
1.6
0.70
0.42
0.57
0.23
*
0.23
7.3
*

-------
                                Table 202  (Cont'd) New Source Performance Standards

                                                          Parameter   (kg/kkg or lbs/1000 "ibs seafood processed)

                                                                 BODf                 TSS              Grease & Oil
                                                           Dally   Max 30-     Daily   Max 30-      Daily   Max 30-
   Subcategory

   AF.  Non-Ak herring fillets

   AG.  Abalone
Technology
IP,S,DAF
IP»S
Max
16
_
Day avg
15
_
Max
7.0
26
Day avg
5.2
14
Max
2.9
2.1
Day avg
1.1
1.3
01
to
        IP = in-plant process changes; S = screen;   OAF =  dissolved air flotation without chemical
        optimization; AL = aerated lagoon;  EA = extended  aeration;  B = barge solids

        *No pollutants may be discharged which exceed 1.27 cm (0.5 inch) in any dimension

        **Effluent limitations in terms of finished product

        ***Effluent limitations based on DAF treatment of  the can wash and pre-cook water,
           and screening for the remainder of the effluent

-------

-------
                           SECTION XII

                        ACKNOWLEDGEMENTS


The  Environmental  Protection  Agency  wishes to acknowledge the
contributions to this project by Environmental  Associates,  Inc.
Corvallis,  Oregon.   The  work  at  Environmental Associates was
directed by Michael soderquist, P.E., Project  Manager,  assisted
by   Michael   Swayne,   Lead  Project  Engineer.   Environmental
Associates, Inc* staff members who  contributed  to  the  project
were  engineers  Edward  Casne and William J. Stewart, biologists
William  Parks,  Bruce  Montgomery,  David  Nelson,  and   Steven
Running,  chemist  William  Hessg food technologist James Reiman,
research assistant Margaret Lindsay, computer programmer  Charles
Phillips,  draftsperson  Janet  Peters,  administrative assistant
Joan  Randolph,  secretary  Leith  Robertson,  and  typist  Susan
Purtzer.    In   addition,   the  following  engineers  from  the
consulting firm of Cornell, Rowland, Hayes, Merryfield and  Hill,
Inc,  were  involved  in  the  project:   David  Peterson, Joseph
Miller, and Robert Pailthorp.

The primary consultants on the project were Dr. Dale Carlson  and
Dr., George Pigott of the University of Washington.

In  addition, the advice of many experts in industry, government,
and academia  was  solicited.   Contributors  from  the  National
Marine  Fisheries  Service  included  Jeffrey Collins and Richard
Tenney of the  Kodiak  Fishery  Products  Technology  Laboratory;
Bobby  J«,  Wood  and  Melvin Waters of the Pascagoula Laboratory!
David Dresgel of the Washington office; Maynard  Steinberg,  John
Dassow,  Harold Barnett and Richard Nelson of the Pacific Fishery
Technology Laboratory; Russel Norris, Director of  the  Northeast
Regional  Office;  Jack  Gehringer,  Director  of  the  Southeast
Regional Office; Floyd Anders, James Bybee, and  Ross  Batten  of
the  Southwest  Regional  Office; Howard Bittman of the Ann Arbor
Office; Susumu itato of the Tiburon Laboratory;  and  Gary  Putnam
and   Jack   Dougherty,  United  States  Department  of  Commerce
inspectors in the southeast Region.

Personnel from several state and local agencies were very helpful
including Ron Evans and Jerry Spratt of the California Department:
of Fish and Game; James Douglas of the Virginia Marine  Resources
Commission;  David  Foley  of  the  Virginia  State Water Control
Board; Thomas McCann of the Washington Department of Ecology; and
Larry  Peterson  of  the  Municipality  of  Metropolitan  Seattle
(METRO).

Appreciation   is   expressed   to  these  in  the  Environmental
Protection Agency who assisted in the performance of the project:
Allen Cywin* Ernst P.  Hall,  and  John  Riley  of  the  Effluent
Guidelines  Division;  Alan  Abramson,  Region  X; Robert Killer,
Region VI; Brad  Nicolajsen,  Region  IV;  and- Danforth  Bodien,
Region IX.
                                455

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Special  appreciation is extended to Kenneth Dostal of the E.P.A.
Pacific  Northwest  Environmental   Research   Laboratory.    The
contributions of Pearl Smith, Jane Mitchell, Barbara Wortman, and
others  on the Effluent Guidelines Division secretarial staff was
vital to the completion of the project.

University personnel who were consulted on the  project  included
Arthur Novak of Louisiana State University; Ole Jacob Johansen of
the University of Washington; and Kenneth Hilderbrand and William
Davidson of Oregon State University.

Industry  representatives  who  made significant contributions to
this study included A.J. Szabo  and  Frank  Mauldin  of  Dominque
Szabo  and  Associates,  Ine,  and  James  Atwell  of E.G. Jordon
Company.

Of particular assistance in the study were Roger  DeCamp,  Walter
Yonker,  and  Walter  Mercer of the National canners Association;
Charles Perkins of the Pacific Fisheries  Technologists;  Charles
Jensen of the Kodiak Seafood Processors Association; Richard Reed
of  the Maine Sardine Council; Hugh O'Rourke of the Massachusetts
Seafood Council; and Jack Wright of the Virginia Seafood Council.
Other industrial representatives whose inputs to the project were
strongly felt included  Roy  Martin  of  the  National  Fisheries
Institute;  Everett  Tolley  of  the shellfish Institute of North
America; Robert Prier of the Chesapeake  Bay  Seafood  Industries
Association;  and Steele Culbertson of the National Fish Meal and
Oil Association.

Of particular value was the advice provided the contractor by  Ed
Pohl,  Research  Director,  U.S.  Army Corps of Engineers, Alaska
District; and Leroy Reid, Senior Sanitary Engineer, Arctic Health
Research Laboratory.

Several Canadian experts were also consulted  on  the  study  and
their  cooperation  is  greatfully  acknowledged.  These included
Fred Claggett, Martin Riddle, and Kim  Shikazi  of  the  Canadian
Environmental Protection Service-

It  goes without saying that the most valued contributions of all
in this endeavor came from the  cooperating  industrial  concerns
themselves.   Although  listing  all  of  their  names  would  be
prohibitive, their assistance is greatfully acknowledged.
                                 456

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                          SECTION XIII

                           REFERENCES


!-  Fisheries of the United States, 1972. C.F.S. No. 6100.   U.S.
    Department  of  Commerce,  National Marine Fisheries Service,
    Washington, D.C.  101 pp.  1973.

2.  Stansby, M.S. and J.A.  Dassow  (eds.).   Industrial  Fishery
    Technology.  Reinhold Publishing Co., New York.  pp. 146-153.
    1963.

3.  Frey, H.W. "California's Living Marine  Resources  and  Their
    Utilization."   State  of  California.  The Resources Agency,
    Department of Fish and Game.  148 pp.  1971.

4.  Messersmith,  J.S.   "A  Review  of  the  California  Anchovy
    Fishery  and  Results  of  the  1965-66 and 1966-67 Reduction
    Seasons."  Marine Resources Region, California Department  of
    Fish and Game.  pp. 5-10.  1969.

5.  Phillips,  R.H.   "Halibut  Fishery  in  Trouble."   National
    Fisherman,  Nov.  1973.

6.  Annual   Report   (1972)   International   Pacific    Halibut
    Commission, Seattle, Washington.  1973,

?•  Alaska Commercial Fishing Regulations. Alaska  Department  of
    Fish and Game.Juneau, Alaska.  1972.

8.  Bell, F.H. and G. St Pierre.  "The Pacific Halibut  Technical
    Report  No.  6."   International  Pacific Halibut Commission,
    Seattle, Washington.  24 pp,  1970.

9.  Phillips,  R.H.   "Salmon  Too  Valuable  to  Can."  National
    Fisherman.  1974.

10. Reed, R.E.  Personal Communication.  1973.

11. Ropes, J.W., J.L. Chamberlin and A.S.  Merrill.   "Surf  Clam
    Fishery."   In;   The  Encyclopedia  of Marine Resources (ed.
    F.E. Firth).  Van Nostrand  Reinhold  Company.   119-125  pp.
    1969.

12. Prier, W. Personal Communication 1973.

13. Wallace, D.E. R.W. Hanks, N.T. Pfitzenmeyer and  W.R.  Welch.
    "The  Soft-Shell  Clam  -  A  Resource with Great Potential."
    Atlantic States Marine Fisheries Commission.  Leaflet No.  3,
    4 pp.  1965.

14. Galtsoff, P.S.  "The  American  Oyster  Cassostrea  virginica
    Gmelin.    Fishery   Bulletin   64."   Bureau  of  Commercial
                               457

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    Fisheries.  Fish and Wildlife Service.  Washington, D.C.  HBO
    pp.  1964.

15. Loosanoff, V.L.  "The American or Eastern  Oyster.   Circular
    205."   Bureau  of  Commercial  Fisheries,  Fish and Wildlife
    Service, Washington, D.C, 36 pp.  1965.

16. Johnson, L.E. Personal Communication.  1974.

17. Pigott, G.M.  1967.  "Production of Fish Oil.  Circular 277."
    U. S« Department of interior.

18. Shaw, W.N.  "Oyster Farming in North  America."  Proceedings,.
    First  Annual  Workshop  World Mariculture Society. Louisiana
    State University, Baton Rouge, Louisiana.  39-43 pp.  1970,

19- CH2M-HJ11  Seafood  Cannery  Waste  Study.  National  Canners
    Association.  1971.

20. Peterson,  I».   Unpublished  Data  on  the  Municipality   of
    Metropolitan Seattle.  1970.

21. Industrial and Domestic Waste Testing Program for the City of
    Bellingham.  Appendix C« Bellingham, Washington.  1969.

22. Atwell, J.S.  Unpublished Data.  1973.

23. Riddle, M.J. and K. Shikazi.  "Characterization and Treatment
    of Fish Processing Plant Effluents in Canada."  Presented  at
    1973 National Symposium on Food Processing Wastes.  Syracuse,
    New York.  30 pp.  1973.

24. Soderquist, M.R., K.J. Williamson, G.I.  Blanton,  Jr.,  D.C.
    Phillips,  D.K.  Law  and D.C. Crawford.  Current Practice in
    Seafoods Processing Waste Treatment.  Water  Quality  Office,
    E.P.A.  Washington, D.C.  117 pp.  1970.

25. Parks, W.L. et al.    Unpublished  Data,  Seafoods  Processing
    Wastewater   Characterization.   E.P.A.   Corvallis,  Oregon.
    1971.

26. Riddle, M.J. et al.  "An Effluent Study of a Fresh Water Fish
    Processing Plant."  Reprint SPT  G-WP-721.   Water  Pollution
    Control Directorate.  Canada,  1972.

27. Steinberg, M.A..  "Some  Commercial  Potential  of  Freshwater
    Fish."   Third Annual Inland Commercial Fisheries Workshop at
    Colorado State  University.   Proceedings  to  be  published.
    1973.

28. Soderquist,  M.R.,  G.I.  Blanton,  Jr.  and   D.W.   Taylor.
    "Characterization   of   Fruit   and   Vegetable   Procjessing
    Wastewater."  Proceedings, Third National Symposium  on  Food
                                  458

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    Processing  Wastes.  E. P.A.  Corvallis, Oregon,  pp. 409-436.
    1972,

29. Soderquist, M.R. et al.  "Progress Report: Seafood Processing
    Wastewater  Characterization."  Proceedingst  Third  National
    Symposium  on  Food  Processing  Wastes^  E.P.A.   Corvallis,
    Oregon,  pp. 437=480,  1972.

30. Robson,  D.S.  and  W«S«  Overton.   "Lectures  on   Sampling
    Biological  Populations."   Advanced Institute on Statistical
    Ecology Around the World.  Penn. State Univ.  1972.

31. Hammonds and Call, L. Utilization of Protein  Ingredients  in
    the   U«.  S.   Food  Industry,  Part  II;   Ithaca: •  Cornell
    University, 1970.

32, Claggett*  F.G.   "Secondary  Treatment  of  Salmon   Canning
    Wastewater  by  Rotating  Biological  Contactor  (RBC)." Tech.
    Report No. 366.  Fisheries Research Board of Canada.  15  pp.
    1973.

33. Peterson* P.L.  "The Removal of Suspended Solids From Seafood
    Processing  Plant  Waste  by  Screens,"  Unpublished  report.
    N.M.F.S.  Seattle, Washington,  37 pp.  1973.

34. Claggett* F.G.   "The  Use  of  Chemical  Treatment  and  Air
    Flotation  for  the  Clarification  of  Fish Processing Plant
    Waste Water."  Fisheries Research Board of Canada,  Vancouver
    Laboratory, Vancouver,, B.C.  13 pp.  1972.

35. Robbins, E.  Personal Communication.  1973.

36. Lessing,  L.   "A  Salt  of  the  larth  Joins  the  War   on
    Pollution."  Fortune,  July,  p. 183.  1973.

37. Metcalf and Eddy, Wastewafeer...Engineering.  McGraw-Hill,  Inc.
    New York.  782 pp.  1972.

38. McWabney, R, and J. Wynne.  "Ozone:  The  Coming  Treatment?"
    Water and WasteEngineering.  August,  p. 46.  1971,

39. Nemerow, N.L.   Liquid  Waste  of  the  Industry.   Theories f
    Practices   and   Treatment.   Addison  -  Wesley  Publishing
    Company,  p. 87.  1971.

40. Mayo, W.E,  "Recent Developments in Flotation for  Industrial
    Waste  Treatment."   Proc.,  13th  Ontario  Industrial  Waste
    Conference.  June. pp. 169-181.  1966.

41. Kohler, R,  "Das Flbtationsverfahren und seine  Anwendung  in
    der  Abwassertechnik,"  Wasser luft und Betrieb.  Vol. No. 9.
    September 1969.
                               459

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42. Atwell, J.S., R.E. Reed ana B.A.  Patrie.   "Water  Pollution
    Control  Problems and Programs of the Maine sardine Council."
    Proceedings of the 27th Industrial Waste Conference.   Purdue
    University, p. 86.  1972.

43. Jacobs Engineering Co.  "Pollution Abatement  Study  for  the
    Tuna Reserach Foundation, Inc."  120 pp.  1971.

44. Environmental Associates, Inc.   Draft  Development  Document
    for   Effluent   Limitations   Guidelines  and  Standards  of
    Performance  -  Canned  and  Preserved  Fish   and   Seafoods
    Processing  'Industry.   U.S. Environmental Protection Agency,
    Washington, D.C.  425 pp.  1973.

45. Mauldin,  F.   "Personal  Communication.   Unpublished  data.
    Canned  Shrimp  Industry.  Waste Treatment Model in Louisiana
    Sampling Plant.  1973.

46. Baker, D.W.  and  C.J.  Carlson,   "Dissolved  Air  Flotation
    Treatment  of  Menhaden Bail Water.  Procr.r of the 17th Annual
    Atlantic Fisheries Technology Conference (AITC) ."  Annapolis y
    Maryland.  1972.

47. Talsma, T. and J.R. Phillip feds.).  Salinity and Water  Use.
    Wylie-Interscience.  New York, N.Y.  1971.

48. "Water Quality Criteria 1972," National Academy  of  Sciences
    and  National  Academy  of  Engineering for the Environmental
    Protection  Agency,  Washington,  D.  C.  1972   (U.S.   Govt,
    Printing Office Stock No. 5501-00520J.
                                 460

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                           SECTION XIV

                            GLOSSARY

Activated Sludge Process:  Removes organic matter from wastewater
by saturating it with air and biologically active sludge.

Aeration Tank;  A chamber for injecting air or oxygen into water.

Aerobic  Organism:   An  organism that thrives in the presence of
oxygen.

Algae  (Alga);   Simple  plants,  many  microscopic,   containing
chlorophyll.   Most  algae are aquatic and may produce a nuisance
when conditions are suitable for prolific growth.

Algorithm;  Any mechanical or repetitive computational procedure.

Ammonia Stripping;  Ammonia removal from  a  liquid,  usually  by
intimate contact with an ammonia-free gas, such as air.

Anadromous;   Type  of  fish  that  ascend rivers from the sea to
spawn.

Anaerobic;  Living or active in the absence of free oxygen.

Aoruaculture:  The cultivation and harvesting  of  aquatic  plants
and animals.

Bacteria;   The  smallest  living organisms which comprise, along
with fungi, the decomposer category of the food chain.

Bailwater;  Water used  to  facilitate  unloading  of  fish  from
fishing vessel holds.

Barometric Leg;  Use of moving streams of water to draw a vacuum;
aspirator.

Batch  Cooker;   Product  remains  stationary in cooker  (water is
periodically changed) .

Benthic Region;  The bottom of a  body  of  water.   This  region
supports the benthos, a type of life that not only lives upon but
contributes to the character of the bottom.

Benthos;   Aquatic bottom-dwelling organisms.  These include:  (1)
Sessile  Animals,  such  as  the  sponges,  barnacles,   mussels,
oysters, some of the worms, and many attached algae;  (2) creeping
forms,  such  as  insects,  snails  and  certain  clams;  and  (3)
burrowing forms, which include most clams and worms.

Bight;  An indentation or recess in the shore of a sea; a bay.
                                461

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Biological Oxiaatxon;  The process whereby, through the  activity
of  living organisms in an aerobic environment, organic matter is
converted to more biologically stable matter,

Biological Stabilization;  Reduction in the net energy  level  or
organic   matter  as  a  result  of  the  metabolic  activity  of
organisms, so that further biodegradation is very slow.

BiologicalTreatment:  Organic waste treatment in which  bacteria
and/or   biochemical  action  are  intensified  under  controlled
conditions.

Blow Tank;  Water-filled tank used to wash oyster or  clam  meats
by agitating with air injected at the bottom.

BOD   (Biochemical  Oxygen Demand);  Amount of oxygen necessary in
the water for bacteria to consume the organic sewage.  It is used
as a measure in telling how well  a  sewage  treatment  plant  is
working.

BOD-5;   A measure of the oxygen consumption by aerobic organisms
over a 5-day test period at 20°C.  It is an indirect  measure  of
the  concentration of biologically degradable material present in
organic wastes contained in a waste stream.

Botulinus Organisms;  Those that cause acute food poisoning.

Breading;  A finely ground mixture  containing  cereal  products,
flavorings  and  other  ingredients, that is applied to a product
that has been moistened, usually with batter.

Brine;  Concentrated salt solution  which  is  used  to  cool  or
freeze fish".

BTU;   British  thermal  unit,  the  quantity of heat required to
raise one pound of water 1°F.

Building Drain:  Lowest horizontal part of  a  building  drainage
system.   Building DrainageSystem;  Piping provided for carrying
wastewater or other drainage from a building to the street sewer.

Bulking Sludge;  Activated sludge that settles poorly because  of
low-density floe.

Canned  Fishery  Product;   Fish,  shellfish,  or  other  aquatic
animals packed singly or  in  combination  with  other  items  in
hermetically   sealed,  heat  sterilized  cans,  jars,  or  other
suitable containers.  Most, but not all, canned fishery  products
can  be  stored  at  room temperature for an indefinite period of
time without spoiling.

Carbon adsorption;  The separation of small waste  particles  and
molecular  species,  including  color  and  odor contaminants, by
attachment to the surface  and  open  pore  structure  of  carbon
                                 462

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granules  or  powder.   The  carbon  is "activated," or made more
adsorbent by treatment and processing.

Case;  "Standard" packaging in corrugated fiberboard containers.

Centrifugal Decanter;  A device  which  subjects  material  in  a
steady  stream to a centrifugal force and continuously discharges
the separated components.

COD  (Chemical Oxygen Demand);   A measure of the amount of  oxygen
required to oxidize organic and oxidizable inorganic compounds in
water.

Chemical   Precipitation;   A  waste  treatment  process  whereby
substances  dissolved  in  the  wastewater  stream  are  rendered
insoluble  and  form  a  solid  phase  that settles out or can be
removed by flotation techniques.

Clarification;  Process of removing undissolved materials from  a
liquid.   Specifically,  removal  of solids either by settling or
filtration.

Clarifier;  A settling basin  for  separating  settleable  solids
from wastewater.

Coagulant;   A  material,  which,  when added to liquid wastes or
water, creates a reaction which forms  insoluble  floe  particles
that  adsorb and precipitate colloidal and suspended solids.  The
floe particles can be removed by sedimentation.  Among  the  most
common  chemical  coagulants  used in sewage treatment are ferric
chloride,.alum and lime.

Coagulation;  The clumping together of solids to make them settle
out of the sewage faster.  Coagulation of solids is brought about
with the  use  of  certain  chemicals  such  as  lime,  alum,  or
polyelectrolytes.

Coefficient  of  Variation;   A  measure  used  in describing the
amount of variation in a population.  An estimate of  this  value
is  S/X  where "S" equals the standard deviation and X equals the
sample mean.

Coelom;  The body cavity of a specific group of animals in  which
the viscera is located.

Coliform;  Relating to, resembling, or being the colon bacillus.

Comminutor;   A  device  for  the catching and shredding of heavy
solid matter in the primary stage of waste treatment.

Coneentration;  The total mass  (usually  in  micrograms)  of  the
suspended particles contained in a unit volume  (usually one cubic
meter)  at  a  given  temperature  and  pressure;  sometimes, the
concentration may be  expressed  in  terms  of  total  number  of
                                463

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particles   in   a   unit.   volume   (e.g.,  parts  per  million);
concentration may also be called the "loading" or the "level"  of
a  substance; concentration may also pertain to the strength of a
solution.

Condensate;  Liquid residue  resulting  from  the  cooling  of  a
gaseous vapor.

Contamination;   A  general term signifying the introduction into
water of microorganisms, chemical, organic, or inorganic  wastes,
or sewage, which renders the water unfit for its intended use.

Correlation Coefficient;  A measure of the degree of closeness of
the  linear  relationship  between  two  variables.  It is a pure
number without units or dimensions, and always  lies  between  -1
and +1.

Crustacea;   Mostly  aquatic  animals with rigid outer coverings,
jointed appendages, and gills.   Examples  are  crayfish,  crabs,
barnacles, water fleas, and sow bugs.

Cultural  Eutrophication:   Acceleration  by  man  of the natural
aging process of bodies-of water.

Cyclone;  A device used to separate dust or mist from gas  stream
by centrifugal force.

Decomposition:   Reduction  of the net energy level and change in
chemical composition of organic  matter  because  of  actions  of
aerobic or anaerobic microorganisms.

Denitrification:   The  process  involving  the  facultative con-
version by anaerobic  bacteria  of  nitrates  into  nitrogen  and
nitrogen oxides.

Deviation,  Standard  Normal;   A measure of dispersion of values
about a mean value; the square root of the average of the squares
of the individual deviations from the mean.

Digestion;   Though  "aerobic"  digestion  is  used,   the   term
digestion  commonly  refers to the anaerobic breakdown of organic
matter in water solution  or  suspension  into  simpler  or  more
biologically  stable  compounds  or  both.  Organic matter may be
decomposed to soluble organic acids or alcohols, and subsequently
converted to such gases as methane and carbon dioxide.   Complete
destruction  of organic solid materials by bacterial action alone
is never accomplished.

Dissolved Air Flotation;'  A process involving the compression  of
airandliquid,mixing  to super-saturation, and releasing the
pressure to generate large numbers of minute air bubbles.  As the
bubbles rise to the surface of the water, they  carry  with  them
small particles that they contact.
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Dissolved  Oxygen  (P.P.);    Due  to  the diurnal fluctuations of
dissolved oxygen in streams, the minimum dissolved  oxygen  value
shall  apply  at or near the time of the average concentration in
the stream, taking into account the diurnal fluctuations.

Echinodermata.;  The phylum of marine animals characterized by  an
unsegmented  body and secondary radial symmetry, e.g., sea stars,
sea urchins, sea cucumbers, sea lilies,

Ecology;  The science of  the  interrelationship  between  living
organisms and their environment.

Effluent;   Something that flows out, such as a liquid discharged
as a waste; for example, the liquid that comes out of a treatment
plant after completion of the treatment process.

Electrodialysis;  A process  by  which  electricity  attracts  or
draws the mineral salts from sewage*

Enrichment;    The   addition  of  nitrogen,  phosphorus,  carbon
compounds and other nutrients into a waterway that increases  the
growth  potential  for  algae  and  other  aquatic  plants.  Most
frequently, enrichment results from the inflow sewage effluent or
from agricultural runoff.

Environment;  The physical environment of the world consisting of
the  atmosphere,  the  hydrosphere,  and  the  lithosphere.   The
biosphere  is  that  part  of the environment supporting life and
which is important to man.

Estuary;  Commonly an arm of the sea at the lower end of a river.
Estuaries are often enclosed by land except at  channel  entrance
points.

Eutrophjcation;   The  normally  slow  aging process of a body of
water as it  evolves  eventually  into  a  terrestrial  state  as
effected by the enrichment of the water.

Eutrophic Waters;  Waters with a good supply of nutrients.  These
waters  may  support  rich  organic  productions,  such  as algal
blooms.

Extrapolate.;  To project data into  an  area  not  known  or  ex-
perienced,  and  arrive  at  knowledge  based  on  inferences  of
continuity of the data.

Facultative Aerobe;  An organism that although  fundamentally  an
anaerobe can grow in the presence of free oxygen.

Facultative Anaerobe;  An organism that although fundamentally an
aerobe can grow in the absence of free oxygen.

Facultative  Decomposition;   Decomposition  -of organic matter by
facultative microorganisms.


                                465

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Fish Fillets;  The sides of fish that are either skinned or  have
the  skin  on,  cut  lengthwise from the backbone.  Most types of
fillets are boneless or virtually boneless; some may be specified
as "boneless fillets."

Pish Meal;  A ground, dried product made from fish  or  shellfish
or  parts  thereof,  generally  produced  by  cooking raw fish or
shellfish with steam and pressing  the, material  to  obtain  the
solids which are then dried.

Fish  Oil;   An  oil  processed from the body (body oil) or liver
(liver oil) of fish.  Most fish oils  are  a  by-product  of  the
production of fish meal.

Fish  Solubles:   A  product  extracted  from  the residual press
liquor (called "stickwater") after the  solids  are  removed  for
drying  (fish  meal) and the oil extracted by centrifuging.  This
residue is generally condensed to 50 percent solids and  marketed
as "condensed fish solubles."

Filtration;   The  process  of  passing a liquid through a porous
medium for the  removal  of  suspended  material  by  a  physical
straining action.

Floes  Something occurring in indefinite masses or aggregates.  A
clump  of  solids  formed  in  sewage  when certain chemicals are
added.

Flocculation;  The process by which certain chemicals form clumps
of solids in sewage.

Floe Skimmings;  The flocculent mass formed on a quiescent liquid
surface and removed for use, treatment, or disposal.

Flume;  An artificial channel  for  conveyance  of  a  stream  of
water.

Grab Sample;  A sample taken at a random place in space and time.

Groundwater;   The supply of freshwater under the earth's surface
in an aquifier or soil that forms the natural reservoir for man*s
use.

Heterotrophic Organism;  Organisms that are dependent on  organic
matter for food.

Identify;   To determine the exact chemical nature of a hazardous
polluting substance.

Impact;  (1)  An impact is a single  collision  of  one  mass  in
motion  with  a  second  mass which may be either in motion or at
rest.  (2)   Impact is a  word  used  to  express  the  extent  or
severity of an environmental problem; e.g., the number of persons
exposed to a given noise environment.  Incineration;  Biirning the


                                466

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sludge to remove the water and reduce the remaining residues to a
safe*  non-burnable  ash.  The ash can then be disposed of safely
on land, in some waters,  or  into  caves  or  other  underground
locations.

Influent;   A  liquid  which  flows  into  a  containing space or
process unit.

Ion Exchange;  A reversible chemical reaction between a solid and
a liquid by means of which ions may be interchanged  between  the
two.    It  is  in  common  use  in  water  softening  and  water
deionizing.

Ko[;  Kilogram or 1000 gramsf metric unit of weight.

Kjeldahl,Nitrogen;  A measure of the total amount of nitrogen  in
the ammonia and organic forms.

KWH;   Kilowatt-hours,  a  measure  of  total  electrical  energy
consumption.

Lagoons;  Scientifically constructed  ponds  in  which  sunlight,
algae, and oxygen interact to restore water to a quality equal to
effluent from a secondary treatment plant.

Landings,  Commercial;   Quantities  of fish, shellfish and other
aquatic plants and animals brought ashore and sold.  Landings  of
fish  may  be  in terms of round (live| weight or dressed weight.
Landings of crustaceans are generally  on  a  live  weight  basis
except  for shrimp which may be on a heads-an or heads-off basis.
Mollusks are generally landed with the shell on but in some cases
only the meats are landed (such as scallops).

Live  Tank;   Metal,  wood,  or  plastic  tank  with  circulating
seawater  for  the  purpose  of keeping a fish or shellfish alive
until processed.

M:  Meter, metric unit of length.

Mm;• Millimeter = 0.001 meter.

Mg/ls ' Milligrams  per  liter;  approximately  equals  parts  per
million;  a  term  used to indicate concentration of materials in
water.

MGD;  Million gallons per day.

Mesenteries s  The tissue lining the body cavities and from  which
the organs are suspended.

MJcrostrainer/microscreen;   A  mechanical filter consisting of 'a
cylindrical surface of metal filter fabric with openings of 20-60
micrometers in size.

                               467

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Milt;  Reproductive organ  (testes) of male fish.

Mixed Liquor;  The name given the effluent that  comes  from  the
aeration  tank  after  the  sewage  has been mixed with activated
sludge and air.

Municipal Treatment;  A city or community-owned  waste  treatment
plant for municipal and, possibly, industrial waste treatment.

Nitrate,  Nitrite;   Chemical  compounds  that  include  the HO3-
(nitrate) and NO2-  (nitrite) ions.  They are composed of nitrogen
and oxygen, are nutrients for growth of  algae  and  other  plant
life, and contribute to eutrophication.

Nitrification;  The process of oxidizing ammonia by bacteria into
nitrites and nitrates.

Organic  Content;   Synonymous  with  volatile  solids except for
small  traces  of  some  inorganic  materials  such  as   calcium
carbonate  which  will  lose  weight  at temperatures used in de-
termining volatile solids.          .

Organic  Detritus;   The  particulate  remains  of  disintegrated
plantsand animals.

Organic  Matter;   The  waste  from homes or industry of plant or
animal origin.

Oxidation Pond;  A man-made lake or body of water in which wastes
are consumed by bacteria.  It is used most frequently with  other
waste  treatment  processes.   An oxidation pond is basically the
same as a sewage lagoon,

Pelagic  Region;   The  open  water  environment  of  the   ocean
consisting  of  waters both over and beyond the continental shelf
and which is inhabited by the free swimming fishes.

PerCapita Consumption;  Consumption of edible  fishery  products
in the United States,"divided by the total civilian population,

Eg;   The pH value indicates the relative intensity of acidity or
alkalinity of water, with the neutral point at 7.0.  Values lower
than 7.0 indicate the presence of acids; above 7.0  the  presence
of alkalies,          ,             ,'''.'.           .

Phylum;   A  main category of taxonomic classification into which
the plant and animal kingdoms are divided.

Plankton	(Plankter);  Organisms of relatively small size,  mostly
microscopic,   that   have  either  relatively  small  powers  of
locomotion or that drift in that water with waves, currents,  and
other water motion.


                                468

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Polishing;  Final treatment, stage before discharge of effluent to
a water courses carried out in a shallow, aerobic lagoon or pond,
mainly  to  remove fine suspended solids that settle very slowly.
Some aerobic microbiological activity also occurs.

Ponding;  A waste treatment technique involving the actual holdup
of all wastewaters in  a  confined  space  with  evaporation  and
percolation  the  primary  mechanisms operating to dispose of the
water.

Pound/net;  A net laid perpendicularly  out  from  the  .shoreline
with a circular impoundment at the seaward end.

pjpm:  Parts per million, also referred to as milligrams per liter
(mg/1).   This  is a unit for expressing the concentration of any
substance by weight, usually as grams of  substance  per  million
grams of solution.  Since a liter of water weighs one kilogram at
a  specific gravity of 1.0, one part per million is equivalent to
one milligram per liter.,

Press	cake;  In the wet reduction process for industrial  fishes,
the  solid  fraction  which  results  when  cooked fish  (and fish
wastes) are passed through  the  screw  presses.   Press....Liquor;
Stickwater resulting from the pressing of fish solids.

Primary  Treatment;   Removes  the  material  that floats or will
settle in sewage.  It is accomplished by using screens  to  catch
the floating objects and tanks for the heavy matter to settle in.

Process Water;  All water that comes into direct contact with the
raw   materials,   intermediate  products,  final  products,  by-
products, or contaminated waters and air.

Processed Fishery  Product;  plants  and  animals,  and  products
thereof,  preserved  by  canning, freezing, cooking, dehydrating,
drying, fermenting, pasteurizing, adding salt or  other  chemical
substances,  and  other commercial processes.  Also, changing the
form of fish, shellfish or other aquatic plants and animals  from
their  original  state  into a form in which they are not readily
identifiable, such as fillets, steaks, or shrimp logs.

Pur.ae^Seine.jg;  Fishing vessel utilizing a  seine   (net)  that  is
drawn together at the bottom, forming a trap or purse.

Receiving  Waters;  Rivers, lakes,, oceans, or other water courses
that receive treated or untreated wastewaters.

Recycle;  The return of a quantity of effluent  from  a  specific
unit or process to the feed stream of that same unit.   This would
also  apply  to  return  of  treated plant wastewater for several
plant uses.


                                469

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Regression;  A trend or shift -toward a mean.  ft. regression  curve
or  line  is  thus  one  that  best fits a particular set of data
according to some principle.

Retort;  Sterilization of a food product at  greater  than  248°F
with steam under pressure.

Re-use;   Water  re-use, the subsequent use of water following an
earlier use without restoring it to the original quality.

Reverse Osmosis;  The physical separation of  substances  from  a
water  stream  by  reversal  of the normal osmotic process, i.e.,
high pressure, forcing water through a semi-permeable membrane to
the pure  water  side  leaving  behind  more  concentrated  waste
streams.   Rotating  Biological  contactor:   A  waste  treatment
device involving closely  spaced  light-weight  disks  which  are
rotated  through  the  wastewater  allowing aerobic microflora to
accumulate on each disk and thereby achieving a reduction in  the
waste content.

Rotary Screen;  A revolving cylindrical screen for the separation
of solids from a wastestream.

Round  fliive|  Weight;   The  weight  of fish, shellfish or other
aquatic plants and animals as taken from the water; the  complete
or full weight as caught™

Sample,  Composite;  A sample taken at a fixed location by adding
together small samples taken frequently during a given period  of
time.

Sand  Filter;   Removes  the  organic  wastes  from  sewage.  The
wastewater is trickled over a bed  of  sand.   Air  and  bacteria
decompose the wastes filtering through the sand.  The clean water
flows  out  through  drains in the bottom of the bed.  The sludge
accumulating  at  the  surface  must  be  removed  from  the  bed
periodically.

Sand  Trap;   Basin in sewage line for collection of high density
solids, specifically sand.

Sanitary Sewers;  In a separate system, are pipes in a city  that
carry  only domestic wastewater.  The storm water runoff is taken
care of by a separate system of pipes.

{Sanitary Landfill;  A site for solid waste disposal  using  tech-
niques which prevent vector breeching, and controls air pollution
nuisances, fire hazards and surface or groundwater pollution.

Scatter  Diagram;   A  two  dimensional  plot  used  to  visually
demonstrate the relationship between two sets of data.

Secondary Treatment;  The second step  in  most  waste  treatment
systems  in  which  bacteria  consume  the  organic  parts of the
                                  470

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wastes.  It is accomplished by bringing the sewage  and  bacteria
together in trickling filters or in the activated sludge process.

Sedimentation  Tanks;   Help  remove  solids  from  sewage.   The
wastewater is pumped to the tanks where the solids settle to  the
bottom or float on top as scum.  The scum is skimmed off the top,
and  solids  on  the  bottom  are  pumped out to sludge digestion
tanks.

Seine;  Any of a number of various nets used to capture fish.

Separator;  Separates the loosened shell from the shrimp meat.

Settleable Matter  (Solids);  Determined in the Imhoff  cone  test
and  will  show  the quantitative settling characteristics of the
waste sample.

Settling Tank:  Synonymous with "Sedimentation Tank."

Sewers;  A system of pipes that collect and deliver wastewater to
treatment plants or receiving streams.

Shaker Blower;  Dries and sucks the  shell  off  with  a  >vacuum,
leaving the shrimp meat.

Skimmer  Table;   A  perforated  stainless  steel  table  used to
dewater clams and oysters after washing.

Shock Load;  A quantity of wastewater or pollutant  that  greatly
exceeds  the  normal  discharged into a treatment system, usually
occurring over a limited period of time.

Sludge;   The  solid  matter  that  settles  to  the  bottom   of
sedimentation tanks and must be disposed of by digestion or other
methods to complete waste treatment.

Slurry;  A solids-water mixture, with sufficient water content to
impart fluid handling characteristics to the mixture.

Sliming  Table;  Fish processing vernacular referring to the area
in which fish are butchered and/or checked  for  completeness  of
butcher.

Spatial  Average;   The  mean  value  of  a  set  of observations
distributed as a function of position.

Species  (Both Singular and  Plural) ;   A  natural  population  or
group  of populations that transmit specific characteristics from
parent to offspring.  They are reproductively isolated from other
populations with which they  might  breed.   Populations  usually
exhibit a loss of fertility when hybridizing.

Standard  Deviation;   A  statistical  measure  of  the spread or
variation of individual measurements.


                               471

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Steam Box:  A form of cooker which precooks the product with  the
use of steam in order to remove oils and water from fish.

Stickwater;  Water and entrained organics that originate froiu the
draining or pressing of steam cooked fish products.

Stoichiometric  Amount:   The amount of a' substance involved in a
specific chemical reaction, either as a reactant or as a reaction
product.

Stop Seine;  A net placed across a stream  or  bay  to  catch  or
retain fish.

Stratification:  A partition of the universe which is useful when
the  properties  of  sub-populations are of interest and used for
increasing the precision of the total population estimation  when
stratum  means  are sufficiently different and the within stratum
variances are  appreciably  smaller  than  the  total  population
variance.

Sump;   A depression or tank that serves as a drain or receptacle
for liquids for salvage or disposal.

Suspended Solids;  The wastes that will not  sink  or  settle  in
sewage.

Surface  Water:   The  waters  of the United States including the
territorial seas.

Synerqism;  A situation in which the combined action  of  two  or
more agents acting together is greater than the sum of the action
of these agents separately.

Temporal  Average:   The  mean  value  of  a  set of observations
distributed, as a function of time.

Tertiary Waste Treatment;  Waste treatment systems used to  treat
secondary treatment effluent and typically using physicalchemical
technologies   to   effect   waste  reduction.   Synonymous  with
"Advanced Waste Treatment."

Troll Dressed;  Refers to salmon which have been  eviscerated  at
sea.

Total  Dissolved  Solids  (TDS): The solids content of wastewater
that is soluble and is measured'as total solids content minus the
suspended solids.

Trickling Filter;  A bed of  rocks  or  stones.   The  sewage  is
trickled  over the bed so the bacteria can break down the organic
wastes.  The bacteria colleqt on the stones through repeated  use
of the filter.
                                 472

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Viscera;   The  internal  organs of the body, especially those of
the abdominal and thoracic cavities.

Viscus  (pi. Viscera);

WaterQuality Criteria:  The levels of pollutants that affect the
suitability of water for  a  given  use.   Generally,  water  use
classification   includes;    public  water  supply;  recreation;
propagation of fish and other aquatic life; agricultural use  and
industrial use.

Weir:   A  fence, net, or waffle placed across a stream or bay to
catch or retain fish.  In engineering use it is a dam over which,
or through a notch in which, the liquid carried by  a  horizontal
open channel is constrained to flow.

Zero Discharge;  The discharge of no pollutants in the wastewater
stream  of  a  plant that is discharging into a receiving body of
water.
                                 473

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                           Appendix A
                      Selected Biblography

          Air Flotation Use Within the Seafood Industry


1.  Atwell, J.S., R.E.  Reed  and  B.  A.  Patrie.   1972  "Water
Pollution  Control  Problems  and  Programs  of the Maine Sardine
Council." Proceedings of the 27th  Industrial  Waste  Conference.
Lafayette: Purdue University, 1972

2.  Baker,  D.W.  and  C.  J.  Carlson.   1972.   "Dissolved  Air
Flotation  Treatment  of Menhaden Bail Water." Proceedings of the
17th Annual Atlantic   Fisheries  Technology  Conference  (AFTC).
Annapolis, Maryland.

3.  Claggett, F.G.,  and  Wong,  J.,  Salmon  Canning  Wastewater
Clarification,  Part  X.   Vancouver: Fisheries Research Board of
Canada, Laboratory, 1968

4,  Claggett, F. G., and  Wong,  J.,  Salmon  Canning  Wastewater
Clarification,  Part  II.  Vancouver: Fisheries Research Board of
Canada, Laboratory, February 1969.

5.  Claggett,  F.  G.,  A  Proposed  Demonstration  Waste   Water
Treatment Unit.  Technical Report No. 1970.  Vancouver: Fisheries
Research Board of Canada, Vancouver Laboratory, 1970

6.  Claggett, F. G., Demonstration Waste  Water  Treatment  Unitff
Interim  Report  1971  Salmon  Season.   Technical Report No. 286
Vancouver: Fisheries Research Board of Canada. 1972

7.  Claggett, F. G.,  The  Use  of  Chemical  Treatment  and  Air
Flotation  for  the  Clarification of Fish Processing Plant Waste
Water.  Fisheries Research Board of Canada, Vancouver Laboratory,
Vancouver, British Columbia, 1972.

8.  Claggett, F. G., Treatment Technology  in  Canada,   Seattle,
Environmental  Protection  Agency,  Technology  Transfer Program,
Upgrading Seafood Processing Facilities to Reduce Pollution, 1974

9.  Jacobs Engineering Co.  Pollution  Abatement  Study  for  the
Tuna Research Foundation, Inc. 120 pp.  May 1971.

10. Jacobs Engineering  Co,   Plant  Flotation  Tests  for  Waste
Treatment  Program  for  the  Van  Camp Seafood Co.  27 pp.  June
1972.

11. Mauldin, A. Frank.  Treatment of Gulf Shrimp  Processing  and
Canning   Waste,    Seattle,   Environmental  Protection  Agency,
Technology  Transfer  Program,   Upgrading   seafood   Processing
Facilities to Reduce Pollution, 1974
                               475

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12. Mauldin, Frank A.,  Szabo, A. J.  Unpublished  Draft  Report-
Shrimp Canning Waste Treatment. Study, EPA Project No. S 800 90 4,
Office of Research and Development, U.S. Environmental Protection
Agency, February 1974.

13. Peterson, P.L.  Treatment of Shellfish Processing  Wastewater
by   Dissolved  Air  Flotation.   Unpublished  report.   Seattle:
National Marine Fisheries Service, U.S.D.C. 1973

14. Snider, Irvin F. "Application of Dissolved Air  Flotation  in
the  Seafood  Industry.,"  Proceedings of the V7 th Annual Atlantic
Fisheries Technology  Conference   (AFTC) .   Annapolis,  Maryland,
1972.

15.   Kato, K., Ishikawa, S. "Fish Oil and Protein Recovered From
Fish Processing Effluent" S. Wat, sewage Wks. 1969.
    "At a fish process ing plant in Shimonoseki City,  Japan,  two
flow  lines  (for  horse  mackerel,  scabbard  fish,  and  yellow
croaker) produce waste waters amounting to 1800 tons  daily  from
which  purified  oil  and  protein  are  recovered.   Oil,  first
separated by gravitational flotation, passes through a heater and
is then purified by two centrifugal operations.   Underflow  from
the  oil  separator  is  coagulated  and  transferred to pressure
flotation tanks to separate proteins which are finally  dewatered
by  vacuum  filtration.   Data  on  the  characteristics  of  the
effluent,  results  of  tests,  and  design  specifications   are
described  fully.   The  process  removes about 86 percent of the
suspended solids and  about  77  percent  of  the  BOD."  ("Water
Pollution  Abstracts"  1970, (43), Abstract No. 787, London:  Her
Majesty's Stationery Office).

16. Vuuren, L.R.J., Stander, G.J., Henzen, M.R. ,  Blerk,  S.H.V. ,
Hamman, P.F.  "Dispersed Air Flocculation/Flotation for Stripping
of Organic Pollutants from Effluent" Wat. Res. 1968.
    "The  principles  of the dispersed air flotation system which
is widely used in industry are  discussed.   A  laboratory  scale
unit  was  developed to provide a compact portable system for use
in field investigations, and tabulated results are given  of  its
use  in  the treatment of sewage-works effluents and waste waters
from fish factories, pulp and paper mills, and abattoirs  showing
that their polluting load was greatly reduced." ("Water Pollution
Abstracts, 1968
17.  E.S. Hopkins, Einarsson, J. "Water Supply and Waste Disposal
At a Food Processing Plant._ J. Industrial Water and Wastes., 1961
    "The water  supply  system  and  waste  treatment  facilities
serving  the  Coldwater  Seafood  Corporation plant at Nanticoke,
Md. , are described.  Waste  waters  from  washing  equipment  and
floors,  containing  fish  oil, grease and dough pass to a grease
flotation tank, equipped with an "Aer-o-Mix" aeration unit.   The
advantages  of  the  facilities are discussed." ("Water Pollution
Abstracts," 1961  (34) , London:  Her Majesty's Stationery Office) .
                                 476

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18. Shifrin, S.M. et al., "Mechanical Cleaning  of  Waste  Waters
From Fish Canneries" Chemical M>st.racts 76 1972
    "Shifrin  et  al  presented  tihe  results  of studies on fish
cannery waste  treatment  in  the  O.S.S.R.  using  impeller-type
flotators.  With a waste containing 603 mg/1 of fats, 603 mg/1 of
ss,  and  2,560  mg/1  of COD, mechanical flotation reduced these
values  by  99.8,  86.5  and  59.8  percent,  respectively.   The
flotators  were  claimed  to  be  more  effective  than  settlers
operating with or without aeration.   ("Journal  Water  Pollution
Control Federation," 1973, (15), No. 6, p. 1117.)
                                 477

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                           Appendix B

                      Selected Bibliography

     Air Flotation Use within the Meat and Poultry Industry


1.  Wilkinson,  B.H.,P.  "Acid  coagulation  and  dissolved   air
flotation."  Proc.  13th  Meat  Ind.  Res = Conf., Hamilton, N.Z.,
1971, M.I.R.I.N.Z. No, 225,
    "A process developed by the Meat Industry Research  Institute
of  New Zealand for removal of colloidal proteins from meat trade
waste waters comprises  cogulation  with  acid  followed  by  air
flotation.   Pilot-plant  trials  have achieved removals of 85-95
percent suspended solids, 70-80  percent  BOD  and  COD,  and '99
percent  coliform  organisms," ("Mater Pollution Abstracts" 1972,
(45),  Abstract  No.  478,  London:    Her  Majesty's   Stationery
Office) .

2.  Woodard, F.E., Sproul, O.J.,  Hall,  M.W.,  and  Glosh,  M. M.
"Abatement of pollution from a poultry processing plant," j« Wat^
Pollut. Control Fed., 1972, (ftt), 1909-1915.
    "Details  are  given  of  the  development of waste treatment
scheme for a poultry processing plant, including studies  on  the
characteristics  of  the waste waters,, in-plant changes to reduce
the  volume  and  strength  of  the  wastes,  and  evaluation  of
alternative  treatment  methods.   Dissolved  air  flotation  was
selected as the best method, after coagulation with soda ash  and
alum,  and  the treated effluent is chlorinated before discharge;
some  results  of  operation  of  the  plant  are  tabulated  and
discussed.'1  Typical  operating data from a ftall-scale plant show
removals of 7ft-98 percent BOD, 87-99  percent  suspended  solids,
and  97-99  percent  grease.   ("Water Pollution Abstracts" 1972,
(45),  Abstract  No.  1788,  London;   Her  Majesty's  Stationery
Office).

3.  Steffen, A.J. "The new  and  old  in  slaughter  house  waste
treatment processes." Wastes Engng., 1957,  (28),
    "Methods   of   treating   slaughterhosue   waste  waters  by
screening, sedimentation, the use of septic  tanks,  intermittent
sand filtration, biological filtration and chemical treatment are
discussed.   Brief descriptions of the newer methods of treatment
including  the  removal  of  solids  and  grease  by   flotation,
anaerobic digestion, and irrigation are given."  ("Water Pollution
Abstracts," 1957,  (30), Abstract No. 2414, London:  Her Majesty's
Stationery Office)«                             -   •  "

4.  Meyers, G.A, "Meat packer tucks wastes unit in abandoned wine
cellar." Wastes Engncr., 1955,  (26)
    "At a plant of the  H.H. Meyer  Packing  Co.  at  Cincinnati,
Ohio,  processing  pork products treatment of the waste waters by
dissolved air flotation reduces the amount of grease in the waste
waters by about 80 percent and  the  concentration  of  suspended
solids  by 90 percent."  ("Water Pollution Abstracts,« 1955, (28>,
Abstract No, 1123, London:  Her Majesty's Stationery Office).
                                479

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5.  Farrell, L.S. "The why and how of  treating  rendering  plant
wastes." Wat. & Sewage Wks., 2953,  (100).
    "In  a  paper  on  the  treatment of waste waters from plants
rendering meat wastes, preliminary treatment by  fine  screening,
sedimentation,  and  pressure flotation is considered.  Screening
is economical if recovery of  fats  is  not  required.   Pressure
flotation, which is described fully, is the most efficient method
of  treatment  as  judged  by  the  recovery  of  by-products and
conservation of water.  Air and coagulants are added to the waste
waters in a tank maintained under pressure for  solution  of  air
and  the  waste  waters  then  pass  to  the  flotation  unit  at
atmospheric pressure where dissolved air  is  liberated  carrying
solids  to  the  surface.   In  a  typical plant, a removal of 93
percent of the  BOD  and  93-99  percent  of  the  total  fat  is
achieved.  If sedimentation is combined with flotation 93 percent
of  suspended  solids  is  removed." ("Water Pollution Abstracts"
1953,  (26), London:  Her Majesty»s Stationery Office).

6,  Hopkins, E.S., Dutterer, G«M, "Liquid Waste Disposal  from  a
Slaughterhouse." Water and Sew. Works, 117, 7,  (July 1970).
    "Hopkins and Dutterer reported the results of treating liquid
slaughterhouse wastes in a system consisting of screening, grease
separation  by  air flotation and skimming, fat emulsion breaking
with aluminum sulfate  (26 mg/1) and  agitation,  oxidation  in  a
mechanical surface oxidation unit provided with extended aeration
(24~hr detention time), overflow and recycle of activated sludge,
and  a  final  discharge to a chlorination pond (30-min contact).
For an average discharge of 23,499 gpd (88.9 cu in/day) ,  the  BOD
of  the  waste  was  reduced  from  1,700  to 10.1 mg/1, and most
probable  number  (MPN)  coiform  counts  averaged  220/100  ml."
("Journal water Pollution Control Federation," 1971,  (43), No. 6,
p. 949) .

7.  Dirasian,  H.A.  "A  Study  of  Meat  Packing  and  Rendering
Wastes."  Water  &  Wastes  Enq>  7,  5,  (May  1970).  Sides and
quarters delivered  from  slaughterhosues,  Dirasiar  found  that
pressure flotation assisted by aluminum sulfate as a flocculation
aid removed grease effectively.
    "In  a study of a plant that processes finished beef and pork
from A recirculation ratio of 4:1 and a flotation  period  of  20
min were used in these studies.  The final effluent showed a 98.5
percent  removal of suspended solids (SS)  (including grease)  with
the exception of influent samples containing less than  140  mg/1
of  SS,   In  all  cases  the SS in the effluent was less than 35
mg/1.  ("Journal Water Pollution Control Federation," 1971, (43),
N0.6, p. 949.)
                                  480

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                           APPENDIX C

                 List of Equipment Manufacturers


Automatic Analyzers

Hach Chemical Company, P. O. Box 907, Ames, Iowa  50010.

Combustion Equipment Association, Inc., 555 Madison Avenue
      New York, N.Y, 10022.

Martek Instruments, Inc., 879 West 16th Street, Newport
     Beach, California 92660

Eberbach Corporation, 505 South Maple Road, Ann Arbor,
     Michigan 48106

Tritech, Inc., Box 124, Chapel Hill, North Carolina  27514

Preiser Scientific, 900 MacCorkle Avenue, S. W., Charleston,
     West Virginia 25322

Wilks Scientific Corporation, South Porwalk, Connecticut
     06856

Technicon Instruments Corporation, Tarrytown, New York 10591

Bauer - Bauer Brothers Company, Subsidiary Combustion
     Engineering, Inc., P. O. Box 968, Springfield,
     Ohio 45501

Centri.fuq'es

Beloit-Passavant Corporation, P. O. Box 997, Jonesville,
     Wisconsin 53545

Bird Machine Company, South Walpole, Massachusetts 02071

DeLaval Separator Company, Poughkeepsie, New York 12600

Flow MeteringEquipment

Envirotech Corporation, Municipal Equipment Division,
     100 Valley Drive, Brisbane, California 95005

Laboratory Equipment andSupplies

Hach Chemical Company, P. O. Box 907,, Ames, Iowa 50010

Eberbach Corporation, 505 South Maple Road, Ann Arbor,
     Michigan 48106

National Scientific Company, 25200 Miles Avenue, Cleveland,
                              481

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     Ohio 44146
Preiser Scientific, 900 MacCorkle Avenue S.W. , Charleston,
     West Virginia 25322
Precision Scientific Company, 3737 cortlant Street, Chicago,
     Illinois 60647
Horizon Ecology Company, 7135 North Oak Park Avenue,
     Chicago, Illinois 60648
Markson Science, Inc., Box NPR, Del Mar, California 92014
Cole-Parmer Instrument Company, 7425 North Oak Park Avenue,
     Chicago, Illinois 60648
    Scientific, P. O. Box 3200, San Francisco, California
     94119
         Ecyuipment
Preiser Scientific, 900 MacCorkle Avenue S.W. , Charleston,
     West Virginia 25322
Horizon Ecology Company, 7435 North Oak Park Avenue,
     Chicago, Illinois 60648
Sigmamotor, Inc. , 14 Elizabeth Street, Middleport, New
     York 14105
Protech, Inc. , Roberts Lane, Malvern, Pennsylvania 19355
Quality Control Equipment, Inc., 2505 McKinley Avenue,
     Des Moines, Iowa 50315
Instrumentation Specialties company, P« O, Box 5347,  •
     Lincoln, Nebraska 68505
N-Con Systems Company, Inc. , 410 Boston Post Road,
     Larchmont, New York 10538
Screening Equipment
SWECO, Inc., 6033 E. Bandine Boulevard, Los Angeles,
     California 90054
Bauer-Bauer Brothers Company, Subsidiary Combustion
     Engineering, Inc., P. O. Box 968, Springfield, Ohio
     45501
Hydrocyclonics Corporation, 968 North Shore Drive, Lake
     Bluff, Illinois 60044
Jeffrey Manufacturing Company, 961 North 4th Street,
                               482

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     Columbus, Ohio 43216

Dorr-Oliver, Inc., Havemeyer Lane, Stamford, Connecticut
     06904

Hendricks Manufacturing Company, Carbondale, Pennsylvania
     18407

Peobody Welles, Roscoe, Illinois  61073

Clawson, F» J. and Associates, 6956 Highway 100, Nashville,
     Tennessee 37205

Allis-Chalmers Manufacturing Company, 1126 South 70th
     Street, Milwaukee, Wisconsin 53214

DeLaval Separator Company, Poughkeepsie, New York 12600

Invirex, Inc., 1901 South Prairie, Waukesha, Wisconsin 53186

Liak Belt Enviornmental  Equipment, FMC Corporation,
     Prudential Plaza, Chicago, Illinois  60612

Productive Equipment Corporation, 2924 west Lake Street,
     Chicago, Illinois 60612

Simplicity Engineering Company, Durand, Michigan 48429

Waste WaterTreatmentSystems

Cromaglass Corporation, williamsport, Pennsylvania 17701

ONPS, 4576 SW 103rd Avenue, Beaverton, Oregon 97225

Tempco, -Inc., P. O. Box 1087, Bellevue, Washington 98009

Zurn Industries, inc., 1422 East Avenue, Erie, Pennsylvania
    16503

General Environmental Equipment, Inc., 5020 Stepp Avenue,
     •Jacksonville, Florida 32216

Envirotech Corporation, Municipal Equipment Division,
     100 Valley Drive, Brisbane, California 95005

Jeffrey Manufacturing Company, 961 North 4th Street,
     Columbus, Ohio 43216

Carborundum Corporation, P. O. Box 87, Knoxville, Tennessee
     37901

Graver, Division of Ecodyne Corporation, U. s. Highway 22,
     Union, New Jersey 07083
                                483

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Beloit-Passavant Corporation, P. O. Box 997, Janesville,
     Wisconsin 53545
Black-Clawson Company, Middletown, Ohio 54042
Envirex, Inc., 1901 S. Prairie, Waukesha, Wisconsin 53186
Environmental Systems, Division of Litton Industries, Inc.,
     354 Dawson Drive, Camarillo, California 93010
Infilco Division, Westinghouse Electric Company, 901 South
     Campbell Street, tuscon, Arizona 85719
Keene Corporation, Fluid Handling Division, Cookeville,
     Tennessee 38501
Komline-Sanderson Engineering Corporation, Peapack, New
     Jersey 07977
Permutit Company, Division of Sybron Corporation, E. 49
     Midland Avenue, Paramus, New Jersey 07652
                                 484

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                                                          Table 203
00
cn
         Z
         O

         o
p
a
MULTIPLY (ENGLISH UNITS)
English Unit
acre
acre - feet
British Thermal Unit
British Thermal Unit/pound
cubic feet/minute
cubic feet/second
cubic feet
cubic feet
cubic inches
degree Fahrenheit
feet
gallon
gallon/minute
horsepower
inches
inches of mercury
pounds
million gallons/day
mile
pound/square inch (gauge)
square feet
square inches
tons (short)
yard
Abbreviation
ac
ac ft
BTU
BTO/lb
cftn
cfs
cu ft
cu ft
cu in
°F
ft
gal
gpm
hp
in
in Hg
Ib
mgd
mi
psig
sq ft
sq in
t
y
Conversion Table
by
Conversion
0.405
1233,5
0,252
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
3785
1.609
(0.06805 psig+1)*
0.0929
6.452
0.907
0.9144
Abbreviation
ha
cu m
kg cal
kg cal/kg
'cu m/min
cu m/min
cu m
1
cu cm
°C
m
1
I/sec
kw
cm
atm
kg
cu m/day
km
atm
sq m
sq cm
kkg
m
TO OBTAIN (METRIC UNITS)
Metric Unit
hectares
cubic meters
kilogram - calories
kilogram calories/kilogram
cubic meters/minute
cubic meters/minute
cubic meters
liters
cubic centimeters
degree Centigrade
meters
liters
liters/second
kilowatts
centimeters
atmospheres
kilograms
cubic meters/day
kilometer
atmospheres (absolute)
square meters
square centimeters
metric tons (1000 kilograms)
meters
              * Actual conversion, not a multiplier

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