Evaluation of Ocean
Disposal of Manganese
Nodule Processing  Waste
and Environmental
Considerations
July 1982
U.S. DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
Office of Ocean Minerals and Energy


U.S. ENVIRONMENTAL PROTECTION AGENCY
Criteria and Standards Division
Ocean Programs Branch

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Evaluation of  Ocean
Disposal  of Manganese
Nodule Processing  Waste
and Environmental
Considerations
Prepared By:
Tetra Tech, Inc.
Beilevue, Washington
July 1982
A Contract Report Prepared For:

U.S. DEPARTMENT OF COMMERCE
Malcolm Baldrige, Secretary

National Oceanic and Atmospheric Administration
John V. Byrne, Administrator

Office of Ocean Minerals and Energy
James P. Lawless, Acting Director
U.S. ENVIRONMENTAL PROTECTION AGENCY
Criteria and Standards Division
Ocean Programs Branch

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                   Final Report


 Evaluation of Ocean Disposal of Manganese  Nodule

Processing Waste and Environmental Considerations
                    July, 1982
                   Prepared by:

                   Gary Bigham
                   Thomas Ginn
                 A. Mills Sol date
                 Lawrence McCrone

                 Tetra Tech, Inc.
             1900 116th Avenue, N.E.
           Bellevue, Washington  98004
                  Prepared for:

       Office of Ocean Minerals and Energy
 National  Oceanic and Atmospheric Administration
                 Washington, D.C.

                       and

         Criteria and Standards Division
              Ocean Programs Branch
       U.S.  Environmental  Protection Agency
                 Washington, D.C.

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                                 NOTICE


The findings compiled in  this report, and interpretations expressed therein,
do not necessarily represent the viewpoints  of the National  Oceanic and
Atmospheric Administration, the United States Department of Commerce, or the
United States Environmental  Protection Agency.  The  United  States—while
making this information available because  of  its obvious value  and in the
public interest—assumes  no responsibility  for any of the views expressed
therein.  The  National  Oceanic and  Atmospheric Administration and the
Environmental Protection  Agency do  not  approve,  recommend, or endorse any
proprietary product or proprietary material  mentioned in this publication.
No reference shall  be  made to the National  Oceanic  and Atmospheric
Administration  or the  Environmental Protection  Agency  that would
imply—directly or indi rectly--that the National  Oceanic and Atmospheric
Administration or the Environmental   Protection  Agency approves or disproves
of the use of any proprietary product  or  proprietary material mentioned
herein.

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                                  CONTENTS


                                                                        Page

FIGURES                                                                   ix


TABLES                                                                   xvi


EXECUTIVE SUMMARY                                                        E-l


    Processing Waste                                                     E-l

    Ocean Disposal                                                       E-3

    Current Ocean Disposal Activity                                      E-4

    Regulatory Requirements                                              E-4

    Characteristics of Representative Disposal Areas                     E-5

    Environmental Considerations                                         E-6


1.   INTRODUCTION                                                           1


2.   LEGAL AND REGULATORY REQUIREMENTS APPLICABLE TO OCEAN DISPOSAL
    OF MANGANESE NODULE PROCESSING REJECTS                                 3

    Ocean Dumping                                                          5

        London Dumping Convention                                          5

        Marine Protection, Research, and Sanctuaries Act                   6

    Ocean Discharge                                                       19

        Clean  Water Act                                                   19

    Other Regulatory Programs Involved                                    29

        Deep Seabed Hard  Mineral  Resources Act                            29

        National  Environmental  Policy Act                                 31

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        Coastal Zone Management Act                                       31

        Fish and Wildlife Coordination Act                                36

        Endangered Species Act                                            36

        Marine Mammal Protection Act                                      37

        National Historic Preservation Act                                37

    Conclusions                                                           37


3.  OCEAN DISPOSAL TECHNOLOGIES                                           39

    Disposal Technology                                                   39

        Ocean Dumping                                                     39

    Fate of Ocean Dumped Material                                         43

        Barge Dumping                                                     43

        Surface and  Subsurface Disposal                                   46

        Marine Outfalls                                                   53

    Additional Concepts                                                   55

        Block Formation                                                   55

        Capping                                                           55

        Disposal at  Existing Designated Sites                             56


4.  CURRENT OCEAN DISPOSAL ACTIVITY                                       57

    Waste Quantities and Disposal Sites                                   58

        Ocean Dumping                                                     58

        Ocean Discharge                                                   62


5.  CHARACTERIZATION OF NODULE PROCESSING REJECTS AND WASTES
    AND COMPARISON TO OTHER WASTES                                        66

    Summary of Extraction Processes                                       67

    Reduction-Ammonia Leach                                               68

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    Cuprion-Ammoniacal  Leach                                              70
    High Temperature Sulfuric Acid Leach                                  72
    Reduction-Hydrochloric Acid Leach                                     74
    Smelting-Sulfuric Acid Leach                                          76
    Waste Streams                                                         78
        Rejects                                                           78
        Additional  Waste Streams                                          82
    Update of NOAA's 1977 Evaluation                                      87
    Waste Re-Utilization Considerations                                   88
    Summary of Process  Technologies                                       92
        CUPRION- and Reduction-Ammonia Leach Processes                    92
        High Temperature Reduction-Sulfuric Acid Leach                    95
        Smelting-Sulfuric Acid Leach                                      95
    Comparison to Other Wastes                                            96

6.  REPRESENTATIVE DISPOSAL AREA CHARACTERISTICS                         103
    Western Gulf of Mexico                                               104
        Physical  Characteristics                                         104
        Characteristics of Representative Areas                          104
        Fate of Material                                                  108
        Marine Biological  Characteristics                                108
    Southern California Bight                                            111
        Physical  Characteristics                                         111
        Representative  Areas                                              113
        Fate of Material                                                  115
        Marine  Biological  Characteristics                                117
                                    iv

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    Pacific Northwest Region                                             119
        Physical  Characteristics                                         119
        Representative Disposal Site Characteristics                     119
        Fate of Materials                                                122
        Marine Biological Characteristics                                122
    Hawaii                                                                126
        Physical  Characteristics                                         126
        Representative Area                                              129
        Fate of Material                                                 130
        Marine Biological Characteristics                                130
    Summary - Marine Biological Characteristics                          133

7.  ENVIRONMENTAL CONSIDERATIONS RELATED TO MANGANESE NODULE
    PROCESSING WASTE DISPOSAL                                            135
    Marine Disposal  of Other Wastes                                      135
        Mine Tailings                                                    136
        Drilling Muds                                                    143
        Dredged Material Disposal                                         144
        Sewage Solids                                                    146
        Summary                                                          146
    Generic Effects  of Manganese Nodule Processing Rejects Disposal
    on  Marine Communities                                                148
        Possible  Biological  Impacts of the Deep Ocean Disposal of
        Manganese Nodule Processing Rejects                              148
        Possible  Biological  Impacts of the Disposal of Manganese
        Nodule Processing Rejects  on the Continental  Shelves             156
        Possible  Biological  Impacts of the Disposal of Manganese
        Nodule Processing Rejects  in Nearshore Areas                     163
    Significant Environmental  Considerations                             166

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    Environmental Considerations  for  Representative Disposal
    Areas                                                                172

        Western Gulf of Mexico                                           172

        Hawaii                                                           173

        Pacific Northwest                                                173

        Southern California                                              175

    Evaluation of Disposal Options                                       176


8.  RESEARCH  AND STUDY REQUIREMENTS  FOR  ASSESSING REJECT
    OCEAN  DISPOSAL                                                       181

    Basis  for  Recommendations                                            181

        Regulatory Requirements                                          181

        Major  Environmental  Concerns                                     182

    Biological Assessment                                                184

        Assessment of the  Potential  for  Toxicity                         184

        Assessment of the  Bioaccumulation  of  any
        Potentially-Toxic  Components                                     188

        Establishment of Baseline  Environmental  Conditions              189

    Chemical  Assessment                                                  190

    Physical  Assessment                                                  191


GLOSSARY                                                                 194


REFERENCES                                                               199


APPENDIX A - SUMMARY OF LONDON DUMPING CONVENTION                       231


APPENDIX B - TECHNICAL BASIS FOR METHODS TO PREDICT THE FATE
OF OCEAN DISPOSED PROCESSING REJECTS                                     237

    Introduction                                                         237

    Ocean  Dumping                                                        237

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    Pump Down                                                            253


APPENDIX C - CHARACTERISTICS OF WASTES  SIMILAR  TO MANGANESE
NODULE PROCESSING REJECTS                                                262

    Mine Waste Discharges                                                262

        Copper Mines                                                     262

        Iron Mines                                                       276

        Lead-Zinc Mines                                                  276

        Nickel Processing                                                285

        Bauxite Mines                                                    285

        Potash Mines                                                     289

    Dredged Material                                                     289

    Drilling Muds and Cuttings                                           292


APPENDIX D - DETAILED DESCRIPTION OF THE OCEANOGRAPHIC
CHARACTERISTICS FOR REPRESENTATIVE DISPOSAL AREAS                        296

    Western Gulf of Mexico                                               296

        Physical Characteristics                                         296

        Characteristics of Representative Areas                          303

        Biological Characteristics                                       313

    Southern California Bight                                            323

        Physical Characteristics                                         323

        Representative Areas                                             330

        Biological Characteristics                                       342

    Pacific Northwest Region                                             356

        Physical  Characteristics                                         356

        Representative Disposal Site Characteristics                     363

        Biological Characteristics                                       380

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Hawaii                                                                402



    Physical  Characteristics                                         402



    Representative Area                                              409



    Biological  Characteristics                                       409

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                                 FIGURES
Number                                                               Page
    1   Flow diagram of current permitting procedures
        for ocean dumping                                              18
    2   NPDES permit agency decision process for 403(c)
        evaluations                                                    27
    3   A split-hull bottom dump barge in open and closed
        configuration                                                  41
    4   The dumping sequence of a split-hull barge                     42
    5   Schematic representation of ocean dumping                      44
    6   Idealized discharge from moving vessel                         45
    7   Horizontal area covered by instantaneous dump
        cloud 4 hours after dumping as a function of
        trapping level                                                 47
    8   Dilution achieved by instantaneous dump cloud
        4 hours after dumping as a function of trapping level          48
    9   Thickness of sediment layer if the solids suspended
        in the dump cloud were to fall  uniformly in the
        horizontal cloud area after 4 hours time
        (initial cloud density = 1.4 g/cm3)                            49
   10   Thickness of sediment layer if the solids suspended
        in the dump cloud were to fall  uniformly in the
        horizontal cloud area after 4 hours time
        (initial cloud density = 2.0 g/cm3)                            50
   11   Submerged diffuser                                             52
   12   A) Negatively buoyant discharge on a sloping bottom
        B) Positively buoyant discharge on a horizontal bottom         54
   13   Reduction/ammoniacal  leach process                             69
   14   Cuprion/ammoniacal  leach process                               71
   15   High temperature sulfuric acid  leach process                   73
                                    rx

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16   Reduction/hydrochloric acid leach process                       75

17   Smelting process                                                77

18   Bathymetry of Gulf of Mexico                                   105

19   Physiographic subdivisions of the Gulf of Mexico
     and selected stations of Hidalgo 62-H-3 cruise of
     March 22-27, 1962                                              106

20   Continental borderlands off southern California showing
     basins, canyons, and escarpments

21   Relative positions of major submarine banks
     and canyons off Northwest coast                                120

22   Stations used for the estimation of instantaneous
     dump characteristics in the Pacific Northwest                  123

23   Bathymetry of the Puna Canyon                                  127

24   Proposed and alternative dredged material disposal sites       128

25   Maximum fall distance for various hemispherical cloud
     diameters and normalized density gradients e when the
     initial cloud density = 1.44 g/cm3                             239

26   Maximum fall distance for various hemispherical cloud
     diameters and.normalized density gradients e when the
     initial cloud density = 2.0 g/cm3                              241

27   Initial dilutions for instantaneous dumps as a function of
     depth (based on convective descent equations of Brandsma
     and Koh 1976)                                                  242

28   Horizontal  area covered by instantaneous dump cloud
     4 hours after dumping as a function of trapping level          247

29   Dilution achieved by instantaneous dump cloud 4 hours
     after dumping as a function of trapping level                  248

30   Thickness of sediment layer if the solids suspended  in the
     dump cloud  were to fall  uniformly in the horizontal  cloud
     area after  4 hours time (initial cloud density = 2.0 g/cm3)    249

31   Thickness of sediment layer if the solids suspended  in
     the dump cloud  were to fall  uniformly in the horizontal
     cloud area  after 4 hours time (initial  cloud density =
     1.4 g/cmj)                                                      250

32   Width to initial  width (L/Lo) and center!ine concentration
     to initial  center!ine concentration (c/co) ratios              255

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33   Area influenced by  a  continuous  discharge after
     4 hours time                                                   256

34   Area as a function  of time  for average  current speed =
     0.001 m/sec for various  initial  widths  between 10 and
     1,000 m                                                        257

35   Area as a function  of time  for average  current speed =
     0.01 m/sec for various initial widths between  10 and
     1,000 m                                                        258

36   Areas impacted by sediment  first encountering  the seafloor
     at a given time (horizontal  current  speed is 0.001 m/sec)      260

37   Areas impacted by sediment  first encountering  the seafloor
     at a given time (horizontal  current  speed is 0.01 m/sec)       261

38   Location  of the Island Copper Mine  and  submarine outfall
     into Rupert Inlet,  British  Columbia                            268

39   Typical size distribution of tailings solids discharged
     into Rupert Inlet                                              269

40   Location  of the Britannia Mine on Howe  Sound,  British
     Columbia                                                       273

41   Location  of the Jordan River Mine,  British  Columbia           274

42   Location  of the El  Salvador  Copper Mine,  Chile                277

43   Location  of the Repparfjord  Copper Mine in  northern
     Norway                                                         278

44   Locations of the Ma On Shan  tailing  disposal area,
     Railway Beach, and  Long  Harbour, Hong Kong                     279

45   Map of the Ma On Shan tailing disposal  site, Tolo
     Harbour,  Hong Kong                                             280

46   Location  of the Kennedy  Lake Iron Mines on  Toquart
     Bay, British Columbia                                          283

47   Location  of the Greenex  Lead-Zinc Mine, Greenland             284

48   Location  of Yabulu  Nickel Refinery Outfall                     286

49   Locations of the bauxite refinery and red mud  settling
     ponds at  Gove, Australia                                       288

50   Locations of the Cleveland Potash Mine  and  submarine
     outfall  in Boulby,  Yorkshire, England                          290
                                 XI

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51   Diagram of submarine tunnel used for the discharge
     of potash mine tailings by Cleveland Potash, Ltd.,
     Yorkshire, England                                             291

52   Bathymetry of Gulf of Mexico                                   297

53   Physiographic subdivisions of the Gulf of Mexico
     and selected stations of Hidalgo 62-H-3 cruise of
     March 22-27, 1962                                              298

54   Profiles from the shoreline to the upper continental
     slope                                                          30°

55   Dynamic topography of sea surface relative to the
     1,000-db surface, Hidalgo 62-H-3, x's indicate some
     extrapolation.  Contour interval, 0.05 dynamic meters          302

56   Characteristics of a Western Gulf of Mexico mid-
     shelf disposal site                                            305

57   Temperature and salinity profiles characteristic of
     the western Gulf of Mexico upper slope, Hidalgo Cruise
     62-H-3, March, 1972                                            307

58   Density and dissolved oxygen profiles characteristic
     of the western Gul.f of Mexico upper slope, Hidalgo
     Cruise 62-H-3, March, 1972                                     308

59   Geostrophic flow profile for an upper-slope area between
     Stations 122 and 123, Hidalgo Cruise 62-H-3, March, 1972       309

60   Salinity and temperature profiles for a deepwater area
     in the northwestern Gulf of Mexico, Hidalgo Cruise
     62-H-3, March, 1972                                            310

61   Density and dissolved oxygen profiles for a deep-basin
     area in the northwestern Gulf of Mexico, Hidalgo Cruise
     62-H-3, March, 1979                                            311

62   Geostrophic flow profile for a deep-basin area between
     Stations 91 and 92, Hidalgo Cruise 62-H-3, March, 1972         312

63   The southern California Bight                                  324

64   Profiles illustrating morphological types of continental
     margins off of western North America                           326

65   Current meter data averaged from July 21 to
     August  28,  velocity units  are in cm/sec.  Regions of
     southward  flow are shaded                                       329

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66   Mean, maximum, and minimum temperatures at each
     depth and during each deployment on the southern
     California Shelf                                               332

67   Distribution of mean longshore currents on the Southern
     California Shelf.  A positive value corresponds to a
     current to the north                                           333

68   Alongshore current at 40-m depth (55-m water depth) off
     Point Loma, March, 1975, showing considerably different
     flow conditions only a week apart                              335

69   Distribution of current speeds - southern California
     canyon, slope, and near-bottom                                 336

70   Annual temperature, salinity, dissolved oxygen, and
     density distributions in the upper 200 m at CalCOFI
     Station 90.28                                                  337

71   Annual temperature, salinity, dissolved oxygen, and
     density distributions in the upper 200 m at CalCOFI
     Station 90.45                                                  339

72   Representative Line 90 vertical sections for
     temperature, salinity, and dissolved oxygen                    340

73   Annual temperature, salinity, dissolved oxygen,
     and density distributions in the upper 200 m at CalCOFI
     Station 90.70                                                  341

74   Physiographic provinces off northwest Pacific coast            357

75   Relative positions of major submarine banks and canyons
     off Northwest coast                                            358

76   Continental margin (shelf and slope) profiles of the
     Oregon and Washington coastlines                               360

77   Monthly mean values of the alongshore component of the
     currents off the Oregon coast                                  361

78   The vertical-offshore distribution of the maximum current
     speeds observed during July and August, 1973, and during
     February, March, and April, 1975, off Newport, Oregon          364

79   Onshore-offshore circulation pattern during summer
     upwelling                                                      365

80   Components of surface current vs. distance
     offshore the Oregon coast                                      366

81   Current meter locations during 1973                            368

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82   Summer (August 23, 1973) temperature, salinity,
     and density profiles at Station Carnation  (99 m).
     Lat. 45° 14.7' N, Long. 124° 06.9' W                           370

83   Winter (January 28, 1975) temperature and  density
     profiles at Station 2D (97 m).  Lat. 45° 00.2' N,
     Long. 124° 09.8' W                                             371

84   Mean current velocity profiles for Oregon  continental
     shelf locations in summer and winter                           372

85   Mean seasonal variations on properties in  the upper
     30 m inside the 150-m isobath between 46°  50' and
     47° 40'  N Lat                                                  373

86   Summer (August 24, 1973) temperature, salinity, and
     density profiles at Station Edelweis (196  m).
     Lat. 45° 15.3' N, Long. 124° 18.0' W                           374

87   Winter (January 28, 1975) temperature, salinity, and
     density profiles at Station 8D (218 m).  Lat. 45°
     01.2' N, Long. 124° 22.3' W                                    375

88   Mean current velocity profiles for Oregon  upper-slope
     locations in summer and winter                                 376

89   Summer (August 24, 1973) temperature, salinity, and
     density profiles at Station Forsythia (492 m).
     Lat. 45° 15.2' N, Long. 124° 39.81 W                           377

90   Winter (January 29, 1975) temperature, salinity, and
     density profiles at Station 19D (435 m).   Lat. 45°
     00.0' N, Long. 124° 16.0' W                                    378

91   Mean current velocity profiles for an Oregon mid-
     slope location in summer and winter                            379

92   Summer (August 24, 1973) calculated geostrophic current
     profile, slope edge/basin location (Stations 390-391,
     Figure 6-34)                                                   381

93   Summer (August 24, 1973) temperature, salinity, and
     density  profiles at Station Gladiolus (1,412 m).
     Lat. 45° 18.9' N, Long. 125° 00.1' W                           382
94   Winter (January 29,  1975) temperature, salinity, and
     density profiles at  Station 16D (1,356 m).  Lat. 45°
     00.0'  N,  Long.  125°  12.0' W
383
                                xiv

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 95   Offshore mean seasonal  variations of properties in
      the upper 100 m inside the area between 14° 30' -
      47° 30'  N Lat. and 126° 30' - 130° 30' W
      Long.,  January, 1961 - March, 1962                            384

 96   Pacific  Northwest Dungeness crab fishing areas                394

 97   Washington pink shrimp fishing areas                          396

 98   Oregon  pink shrimp fishing areas                              397

 99   Bathymetry of the Puna Canyon                                 403

100   Proposed and alternative dredged material
      disposal sites                                                404

101   Stations used in the calculation of geostrophic
      currents                                                      406

102   Temperature, salinity, and density at Station
      469/18,  20° 02' N, 154° 44' W, March 17, 1953                 407

103   Geostrophic current profiles for waters northeast
      of the  Island of Hawaii                                       408
                                  xv

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                                   TABLES


Number                                                                  £231

 E-l     Effects of Disposal Area on Factors Related  to
         Potential  Impacts of Waste Disposal                             E-8

 E-2     Evaluation of the Environmental Significance of
         Disposal Area Options within each Representative
         Disposal Area                                                   E-9

   1     Marine Sanctuaries Names and Addresses                            8

   2     Responsibilities of Federal Departments and  Agencies
         for Regulating Ocean Waste Disposal Under MPRSA                  14

   3     EPA Regional Administrative Offices with Jurisdiction
         over Selected States                                             15

   4     NPDES Permitting Authority                                       20

   5     NPDES Permitting Agencies                                        21

   6     Estuarine Sanctuary Names and Addresses                          33

   7     State Agencies Responsible for Coastal Zone  Management
         Plans                                                            35

   8     Ocean Dumping Sites for Municipal  and Industrial
         Wastes                                                           59

   9     Dredged Material  Ocean Disposal Site Locations and
         Disposed Yardages for Calendar Year 1979                         61

  10     Types and  Amounts of Ocean Disposal (in Approximate
         Tons) 1973-1979 (Excludes Dredged Material)                      63

  11     Dredged Material  Disposed of in 1979                             64

  12     Physical  Characteristics of Rejects                              80

  13     Chemical  Character of Rejects and Percent of
         Original  Input                                                   81

  14     Physical  and Chemical  Characteristics of Lime
         Boil  Solids                                                       33
                                    xvi

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15     Physical and Chemical  Characteristics  of Electro-
       winning Solids                                                   84

16     Physical Characteristics  of  Gasification Ash,
       Combustion Ash, and  Off-Gas  Scrubber  Solids                      85

17     Chemical Characteristics  of  Combustion  Ash
       (Fly Ash)                                                        86

18     Analysis of Reject Material  From  a  Pilot Plant
       Test of the Cuprion  Process                                      89

19     Engineering Properties  of Reject  Material  from  a
       Pilot Plant Test  of  the Cuprion Process                          90

20     Results of an  EP  Toxicity Test  Performed on
       Rejects from a  Pilot Test of the  Cuprion Process
       by the Bureau  of  Mines  Avondale Research Center                 91

21     Characteristics of Cuprion-  and Reduction-
       Ammonia Waste  Streams                                            93

22     Characteristics of High Temperature Sulfuric
       Acid Waste Streams                                               93

23     Characteristics of Smelting  Waste Streams                        94

24     Summary Comparison of  Solid  Phase Chemical
       Composition, mg/kg                                               98

25     Summary Comparison of  Dissolved Phase  Chemical
       Composition, ug/1                                                99

26     Comparison of  Dissolved Metals  Concentrations
       to Water Quality  Criteria for Marine Waters                     101

27     Instantaneous  Dump Characteristics  for  Selected
       Site Locations within  the Gulf  of Mexico                       109

28     Instantaneous  Dump Characteristics  for  Selected
       Site Locations in the  Southern  California Bight                116

29     Instantaneous Dump Characteristics  for  Pacific
       Northwest Selected Site Locations Offshore of the
       Coast                                                           124

30     Instantaneous Dump Characteristics  for  Site
       Locations Offshore of the  Island  of Hawaii                      131

31     Summary of Potential  Impacts of Inorganic Particulates
       on Marine Fauna                                                 150
                                  xvi i

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32     A List of Environmental  Considerations Related to
       Marine Disposal of Manganese  Nodule Processing Wastes
       and Rejects                                                      167

33     Disposal Options Considered for  Evaluation of
       Potential Effects of Reject Disposal                             169

34     Effects of Disposal Area on Factors Related to
       Potential Impacts of Waste Disposal                              177

35     Evaluation of the Environmental  Significance of Disposal
       Area Options within each Representative  Disposal
       Area                                                             179

36     London Dumping Convention Annex  I                                232

37     London Dumping Convention Annex  II                               233

38     London Dumping Convention Annex  III                             234

39     Values of K/HWf for Various Particle  Fall
       Velocities and Buoyance  Frequencies                             245

40     Examples of Marine Disposal Systems                             263

41     Size Fractions of Tailings from  Various  Mines                   266

42     Residual Metals in Recent Tailings  Samples                      267

43     Island Copper Mine Discharge  Chemical  Composition
       of the Solid Phase (1977 Data)                                   271

44     Island Copper Mine Discharge  Chemical  Composition
       of Liquid Fraction (1979 Data)                                   272

45     Size Distribution of Tailings Solids  from  the
       Dascon and Bigacon Concentrators at Cebu,  Philippines           275

46     Cumulative Curve Derivatives  for the  Analysis of
       Sediment Near the Ma On  Shan  Disposal  Area                      281

47     Chemical Characteristics of Tailings  and Sediments
       from Railway Beach and Long Harbour                             282

48     Yabulu Refinery Effluent Limitations  for Discharge
       to Halifax Bay, Australia                                        287

49     Metals Concentrations in Dredged Material  Solids
       Dumped at Sea - 1978 and 1979                                    293

50     Elutriate Analysis and Dredged Material  Dumped
       at Sea - 1978 and 1979                                           294
                                  xvm

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51     Observed Composition of Used Drilling Muds
       and Cuttings                                                    295

52     References Consulted in Snythesizing the  Physical
       Oceanographic Characteristics of  Western  Gulf  of
       Mexico Disposal Areas                                           304

54     References Reviewed to Compile  Physical Oceanographic
       Information on Characteristic Disposal  Areas in the
       Southern California Bight                                       331

53     References Reviewed to Compile  Physical Oceanographic
       Information on Characteristic Disposal  Areas Off  the
       Northwest Coast                                                 367

55     Spawning Periods and Depths  Inhabited by  Principal
       Groundfish Species off Washington and Oregon                    399

56     Major Fish Species Caught  in Waters Adjacent to
       Hilo and Kona, Island of Hawaii,  1977                           418

57     Depth Distributions of Hawaiian Bottomfishes                    422
                                  xix

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                             ACKNOWLEDGEMENT
     We wish  to  acknowledge the contributions of the people who  assisted in
the preparation  of this report.   Mr.  Mike Williamson and Mr.  Steve  Lazoff,
formerly of Hydrotask,  Inc.,  prepared the  description of manganese nodule
processing rejects  and wastes.   Dr.  Erdogan Ozturgut  assisted with the
physical characterization  of  the ocean disposal  regions and  also provided
helpful general  advice.  Tetra Tech personnel who contributed  to  the report
include Dr. William Muellenhoff and Mr.  Steve Gherini who contributed to the
physical  characterization of ocean  disposal  regions.   Mr.  Larry  Marx
prepared the  legal and  regulatory evaluation.  Mr. A. Mills Sol date provided
the analysis  of  the dispersion of dumped materials.  Dr. Lawrence McCrone
and Mr.  Mic  Griben prepared the  biological  characterization of ocean
disposal sites.   Dr. Gordon  Bilyard prepared  the  review  of mining waste
disposal.  Dr. Thomas Ginn supervised  preparation of the biological portions
of the  report  and prepared   the biological  research  recommendations.
Mr. Gary Bigham  was project manager and  prepared  much of the report.  The
authors wish  to  thank  Dr.  Jean  Snider,  NOAA contracting officer, for her
assistance and many helpful suggestions.   We also thank Mr. Karl Jugel and
Dr. Amor Lane for their helpful advice  and suggestions.

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                            EXECUTIVE  SUMMARY


     A single manganese  nodule seabed mining  operation is projected  to
recover approximately 4 million metric tons3 per year  (mty).  Processing  of
these nodules  would occur at land-based processing plants.  Such a facility
will probably  be  located in coastal  areas or have ready  access to the ocean
for waste disposal.   Possible locations  could  be the western Gulf Coast,
southern California, the Pacific Northwest,  or  Hawaii.   The option of land
disposal for manganese nodule processing rejects may not  be available. The
option  of ocean disposal  may therefore be of  great  importance to the
development of an ocean mining industry.

PROCESSING WASTE

     Manganese  nodule  processing techniques  are hydrometal1urgical  or
smelting/hydrometallurgical.   These processes  rely on chemical  leaching  of
the ground  nodule  (hydrometallurgical) or  smelter matte
(smelting/hydrometallurgical) to remove metals such as cobalt,  nickel,
copper, and molybdenum from the mineral matrix with which they are
chemically combined.  Processing techniques can  also be classified as three-
or  four-metal  processes.  Three-metal  processes  recover  copper,  cobalt, and
nickel  as the  primary  value metals.   A four-metal  process is  designed  to
also recover  manganese.   Figure E-l  displays  the  three- and  four-metal
processes and  their rates of waste production.

     The  primary waste  from  nodule  processing  is a  leached  residue  or
rejects  from  the hydrometallurgical  processes and  granulated  slag from
smelting.  Volumes of rejects for disposal  are estimated  at 2.7 to 3.5 x 10°
mty and 5.8 x  105 mty  for granulated  slag.  This volume of rejects  would
require  from  1.8 to  2.4  dumps per day from a  4,900  metric ton  capacity
barge.   One barge of the  same size  would have to dump every  2.5 days  to
dispose of the granulated slag.  Other types of wastes are produced in a
processing plant but their  volumes  are much less than the rejects.  These
other waste streams could be added to rejects  or treated and  disposed  of
separately. Only the ocean disposal of rejects  is  evaluated in this report.

     Manganese nodule processing  rejects will be in the  form of a slurry  of
approximately  42 percent  solids and density near 2.0.   Particles will  be
very fine grained.  Tests on  rejects  from one   pilot-scale plant showed  50
percent of the solids to  be smaller than 6  micrometers (urn).   Granulated
smelter slag is expected  to have a much  larger particle size,  similar  to
very coarse sand (1.7 mm).
a All  values  for nodule or reject tonnage  are  in  dry tons unless otherwise
noted.
                                  E-l

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DULES PROCESSED
» ^ b to b
L I 1 1 1
DNS SOLID WASTE/TON NO
3 — ro to A. yi c
1 1 1 1 1

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REDUCTION/ SMELTING REDUCTION/ CUPRION/ HIGH-TEMP.
HYDROCHLORIC AMMONIACAL AMMONIA SULFURIC
ACID LEACH LEACH LEACH ACID-PROCESS
4 -METAL PROCESS 3 -METAL PROCESS
DATA FROM: Dames and Moore 19775

Figure E-l.  Waste production rates for alternative manganese nodule processing
             techniques.

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     Chemically, the hydrometallurgical  rejects will  consist mostly  of
either the carbonate or  oxide  of manganese,  and the  oxides of iron,
aluminum, and silicon.  Granulated slag will  be  in the form of a vitreous
solid.  Several  heavy metals such  as copper, chromium, cadmium, and mercury
will also be associated  with the  rejects, and their potential  toxicity is  of
concern.  To be potentially toxic  to marine organisms, metals  must generally
be  in  a dissolved ionic  form.  Nearly  all  the metals  associated with the
rejects are expected to  be  chemically combined in the solid phase  or
adsorbed to particle surfaces.  The. remaining dissolved metals fraction may
exist  as dissolved complexes and  not as  the potentially toxic  ionic species.
While  available evidence supports the above  general  description of metals
partitioning, chemical tests and  bioassays of representative rejects will  be
necessary for qualitative conclusions.

OCEAN  DISPOSAL

     There are two primary  means  of disposing of manganese nodule processing
rejects to the  ocean;  pipeline  discharge  (outfall) and barge dumping.
Outfall discharge of rejects requires  special siting requirements.  The pipe
must discharge to a  relatively steep slope  so that  the discharged solids
will move downslope and  away from  the pipe  as a density flow.  This option
is  probably feasible only in southern  California and Hawaii.

     Barged wastes can be dumped  through the  bottom of the barge or pumped
out.   The density of the reject slurry  in  the barge and how  it is released
will have an important  effect on  the dispersion and  ultimate fate of the
rejects.  The other major variables are  water depth and the density gradient
of  the water column.

     A simplified method has been  developed in this  report  to predict the
distribution and concentration of  rejects 4 hours after dumping.  The 4-hour
period was selected because existing  regulations call for determination  of
dilution at the end of 4 hours.   A second and perhaps more compelling reason
is  that to  follow advection and  dispersion  of solids  to their point  of
deposition on the bottom requires  the  use of a state-of-the-art model  and  is
not amenable to reasonable  simplification.  The method is useful  to describe
the behavior of a descending cloud and  dilution after  4 hours but should
only be used for relative comparisons.   With the very fine-grained nature  of
the solids, much of the  material will  still  be in suspension near the bottom
after 4 hours and subject to future transport.

     Estimates have been  made of the dilution and dispersion of barge dumped
sediments using  the simplified method.   These estimates have been made for
nearshore, midshelf,  and  deepwater  areas representative of conditions in the
western Gulf of  Mexico,  southern  California,  the  Pacific  Northwest, and
Hawaii.  For the areas studied, water depths ranged  from 44m (144 ft)  to
over 3,000 m (9,800 ft).   The dilutions after  4 hours  range from  37:1  in
shallow water to over 50,000:1  in deep water.   If all  the  solids  settled
from the bottom  cloud to  the seabed  at the end of 4 hours, the areas  covered
would range from 0.01 km2 in shallow water  to approximately 0.6 km2  in deep
water.   As mentioned  earlier, however,  the full  extent of the bottom area
                                   E-3

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 impacted by a dump would  be larger but  cannot presently be estimated within
 the  scope of this project.

     Other  disposal  concepts  which  provide a  range  of containment or
 dispersal  of rejects could  be  utilized in  addition to barge  dumping or
 outfall discharge.  A barge or ship can be pumped  out  and  rejects discharged
 into the ship's wake  to achieve maximum dispersion  of  the  waste.  Instead of
 discharging to the surface, the rejects could  be  shunted through a pipe to a
 depth  below the  euphotic zone.  This  would  eliminate  the  possibility of
 potential euphotic zone  impacts.  In  water depths less  than approximately
 200m,  rejects could possibly  be  shunted directly  to the  sea  floor and
 provide for maximum containment of rejects.

     Rejects could possibly be  formed  into blocks and dumped nearshore to
 form an artificial  reef.  Experiments  with  wastes  from coal-fired power
 plants  suggest that environmental benefits could accrue from the presence of
 the  reef.  Blocks of rejects  from a three-metal process plant could be more
 easily recovered  if it  were later  decided to  recover manganese.   The
 evaluation of the technical  and  economic feasibility of this alternative
 needs  extensive study.

 CURRENT OCEAN DISPOSAL ACTIVITY

     Several waste materials  are currently dumped or discharged to marine
 waters  of  the  United States.   In  1979, over 90  million tons  of  dredged
 material were dumped  at 50 different  disposal  sites.   Also in 1979, nearly 6
 million tons of sewage sludge and over 2.5 million  tons of industrial wastes
 were dumped in the Atlantic Ocean.

     A total of 232 land-based facilities discharge wastes through outfalls
 to  U.S. coastal waters.   These facilities are mostly municipal waste
 treatment plants, industrial waste treatment plants, and electric generating
 facilities discharging cooling  water.   There are also approximately 3,000
 offshore oil and gas  exploration and  production platforms which discharge
 drilling muds,  cuttings,  and other wastes.

     For the Atlantic, Pacific, and Gulf coasts,  over 3 billion gallons of
 wastewater are  discharged each day through marine outfalls.   Approximately
 360 tons of sewage  sludge are discharged each  day.

 REGULATORY REQUIREMENTS

     It appears that  current  water  quality criteria  can be met based  upon
the projected  composition of the  rejects.  Results of chemical  analysis of
representative  processing reject  samples are currently not available.   The
ultimate decision  of  acceptability for  ocean  disposal  rests with the EPA in
the case of ocean dumping.   No  definitive  guidelines exist,  however, to
determine what  degree  of biological  alteration  is  acceptable.   This is
partly  because  the decision  must also  be  based  upon the availability of
alternative  disposal methods.   The  final  judgement is therefore  site
specific.
                                   E-4

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     An outfall discharge of manganese nodule processing rejects must
currently  comply with EPA's regulations for the National Pollutant Discharge
Elimination System  (NPDES).  Discharges to  marine waters are  addressed
specifically  by  Section  403(c)  of  the Clean Water  Act.   As with ocean
dumping, the 403(c) regulations  do  not by themselves provide a definitive
answer to  the question  of what  degree  of biological  alteration is
acceptable.  The 403(c) regulations  must be applied  on a case-by-case  basis
to the facts concerning a particular marine discharge.

     There appear to  be no absolute  regulatory obstacles to the ocean
discharge  or  dumping of  manganese  nodule  processing  rejects.  It is
important  to  note however that  this  regulatory evaluation is based upon
existing  regulations.  With commercial  scale mining  and processing starting
in 1988 at  the  earliest, significant  changes in the  regulations may  occur
before they are actually applied  to a manganese nodule  processing plant.

CHARACTERISTICS OF REPRESENTATIVE DISPOSAL AREAS

     The western Gulf of Mexico,  the southern  California Bight, the Pacific
Northwest,  and  Hawaii are  regions where a manganese  nodule processing  plant
might be  located by virtue of proximity  to  the  Pacific Ocean nodule mining
areas. The physical and biological  characteristics  of these regions have
been  evaluated to provide  the  necessary  framework for  making general
predictions of  expected impacts of rejects disposal.

     Specific  areas  have been chosen  within  each region.   The purpose of
selecting specific  areas  is to demonstrate  how  physical  and biological
characteristics change with distance  from shore  and  increasing water depth.
The areas  selected generally represent nearshore, midshelf, and deep water
(seaward  of the shelf) conditions.

     In each   of  the  regions  considered,  there  is  typically  an
offshore-onshore gradient  in biological productivity such that  nearshore
areas  are  generally most productive.  Consequently, most  of the major
fisheries  are located  over the  continental shelves.   Demersal  fisheries,
which  are especially well  developed  on the continental  shelves of the
Pacific Northwest and  the  Western  Gulf  of  Mexico, are particularly
vulnerable  to adverse impacts of  the disposal of  manganese nodule processing
wastes. Pelagic fisheries, which are  the only fisheries in the open ocean,
and which  are the dominant fisheries  over the  Hawaiian insular shelf and in
the southern California Bight, are less  likely  to be  adversely affected by
the disposal of these wastes.

     Certain shallow benthic habitats  are potentially highly vulnerable to
impacts of the  marine disposal of manganese nodule processing wastes.   These
include coral reefs  (which are  extensively developed in  nearshore waters
along  the  Kona coast of the   island of  Hawaii  and  exist as well  on
hard-bottom banks  on the  outer  continental shelf  in the  western Gulf of
Mexico), kelp beds (which  flourish  in  certain nearshore areas of southern
California), and other  hard-bottom banks having  diverse  subtidal  benthic
communities (such as Cortes and  Tanner Banks  on the seaward portion of the
California continental  borderland).
                                  E-5

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     The sensitivity of other benthic  communities to adverse impacts  of  the
disposal  of manganese nodule processing wastes can be expected to  vary with
the type of natural substrate,  the ambient  physical/chemical  environment,
the type of resident organisms,  and with the rate of natural sedimentation.
Hence,  there  are important differences  in the potential  for adverse
ecological  impacts between regions  and  between representative disposal areas
within each region.  This  potential  for adverse impacts must be  evaluated
for each area  independently,  in order to arrive at a decision of the most
appropriate disposal site for these wastes.

ENVIRONMENTAL  CONSIDERATIONS

     Based  on  a  review of the documented effects of marine disposal of mine
tailings and other wastes, and  on  consideration of the limited information
on the potential  characteristics of manganese nodule processing wastes, it
is expected  that potential  environmental effects of reject  disposal  may
include:

     •    Effects on primary production

     •    Direct toxic effects

     •    Effects on behavior and feeding of marine organisms

     •    Bi-oaccumulation

     •    Effects of substrate alteration

     •    Intertrophic effects.

Two of these, bioaccumul ation  and effects  of  substrate alteration,  are
expected to be of primary concern  because  of the potential  area!  extent of
effects, duration of  effects,  and involvement  of commercial/recreational
species.   Direct toxicity  and effects on  behavior and feeding have an
intermediate significance.  The  lowest relative significance is associated
with effects on  primary production  and  intertrophic effects.

     The expected occurrence of potentially toxic metals in manganese  nodule
processing wastes  suggests that  bioaccumul ation of  these metals  within
marine organisms  may be a serious  consideration.  Organisms may accumulate
metals through direct uptake  of dissolved  forms  or through  ingestion of
contaminated particles.  Available evidence  indicates that  the amount of a
metal  in the dissolved  form is especially  important  in determining  its
bioavailability.   The  metal-binding capacity of the  rejects is  currently
unknown,  although the available evidence suggests that it  will  be high.
Further chemical  analyses of the wastes  would be necessary  to evaluate  the
potential for  bioaccumulation of metals by  marine organisms.   Even if
bioaccumulation  occurs,  however, it  is  important  to  note that there is
little evidence  to  suggest that metals  can  be  biomagnified within  marine
food  chains.
                                   E-6

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     An analysis of  the  effects of the marine  disposal of mine tailings,
which  have  characteristics  similar  to those  of  the hydrometallurgical
process rejects, suggests that benthic  (i.e.,  bottom dwelling) communities
may be obliterated by burial  under  deposits of manganese nodule rejects  and
that recolonization may be  slow due  to the unnatural  characteristics of
these wastes  (e.g., change in sediment grain size,  lack  of organic content,
high concentrations of metals).   Also, sublethal  accumulations of rejects on
the sea floor may significantly  alter  benthic community composition and have
effects on marine food chains.   Still smaller  accumulations of rejects  may
have negligible effects on benthic communities.  The extent of deposition,
and therefore the  nature of the  impacts  on  benthic communities,  may be
expected to  vary with  the receiving environment  and  with the  method of
disposal.   Of the potentially impacted  biotic  groups,  benthic communities
have a higher significance because  of  the potential  for extended exposure to
modified or  contaminated  sediments.   Plankton  and  pelagic fishes  are of
lesser significance because of limited  exposure times,  avoidance potential
(fishes),  and recovery potential  (plankton).

     Factors  important in determining  the  severity  of potential impacts  are
evaluated  in  Table  E-l.  Evaluation of  possible disposal options indicates
that,  considering the  relative deposition  rates  and  the potential
involvement  of commercial/recreational  species, the outfall and nearshore
dump options  would  have the greatest  potential  environmental impacts.  The
lowest potential impacts are associated with the open  ocean disposal options
(dump  and  dispersal).  The  relative environmental  significance of  the
disposal  options  varies  according to  biological  and  oceanographic
characteristics of  the four representative disposal  sites (Table E-2).  For
nearshore disposal  (outfall  or dump), the relative  environmental
significance  is highest in the Pacific  Northwest,  intermediate in southern
California,  and  lowest in  Hawaii.  This ranking  reflects  the general
productivity, fisheries potential (especially demersal  forms), and available
dilution/dispersal in each  area.   For  shelf  and  deep  ocean dispersal
options, the  four areas have similar  levels  of  environmental significance,
except for a  higher relative significance  for shelf disposal  in the western
Gulf of Mexico.

     It should be emphasized that each of  the  representative disposal  areas
has specific  environmental characteristics that can  potentially alter  the
relative ranking of disposal  options  based on  generic considerations  alone.
Moreover, there are most likely  considerable differences in sensitivity to
impact among  organisms associated  with  each representative disposal  area.
Unfortunately,  these differences  in sensitivity are  currently  not
quantifiable.   Thus, definitive  assessments  of potential  impacts will
require baseline  environmental studies, accurate characterization  of
potential  reject materials,  and  determination of  the  individual  responses of
sensitive  species to those materials.
                                  E-7

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I
oo
                         TABLE E-l.   EFFECTS OF DISPOSAL AREA ON FACTORS RELATED  TO  POTENTIAL

                                                IMPACTS OF WASTE DISPOSAL
Disposal
Area
Nearshore
Shelf
Deep ocean
Relative
Deposition
Rate
High
Moderate
Low
Relative
Area
Affected
Limited
Moderate
Extensive
Potential
Dilution
Limited
Moderate
High
Relative
Organism
Sensitivities
Low
Moderate
High
Recovery
Potential
High
Moderate
Low
Trophic
Link with
Fisheries
High
Moderate
to high
Very
1 i mi ted

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        TABLE E-2.   EVALUATION OF  THE  ENVIRONMENTAL SIGNIFICANCE OF
       DISPOSAL AREA OPTIONS WITHIN  EACH  REPRESENTATIVE DISPOSAL AREA
                           Nearshore
                       Outfall      Dump          Shelf          Deep Ocean

Pacific
Northwest                 43              2                1

Southern
California                33              2                1

Hawaii                     22             N/A               1

Western Gulf
of Mexico                     N/A                  3                1


Note: Each  disposal  option  is  ranked  from  1  to 4,  with  a  rank of 4
      representing the greatest  environmental significance.
                                   E-9

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                             1.  INTRODUCTION


     During the past 15 years,  deep ocean  manganese nodules have  been the
 focus  of a considerable research  effort by government,  industry, and
 academia.  Much  of the  interest in  manganese nodules  stems  from their
 potential as a new source for  nickel,  copper, cobalt, manganese, and
 perhaps, molybdenum and other metals.   Since the United  States relies
 totally  upon foreign sources for nickel,  cobalt, and manganese,  and  imports
 substantial amounts of copper,  development and utilization is of strategic
 as well  as economic significance.

     Industry has  demonstrated that commercial-scale recovery  and processing
 of deep  ocean manganese nodules  are  technically feasible and is evaluating
 commercial feasibility.  Nodule mining  and processing operations are
 expected to commence as  soon as  economic and political  conditions allow.
 The  provisions of  the  Deep Seabed  Hard Minerals Resources Act allow
 commercial-scale mining to  commence in  1988.

     NOAA has been investigating the  potential  environmental  impacts  of both
 deep ocean mining  and disposal  of manganese  nodule processing  waste since
 1975.  NOA'A has most recently initiated  a  cooperative research program on
 manganese nodule  processing waste  management  in conjunction with the
 U.S. Bureau of Mines, Environmental  Protection  Agency Criteria and Standards
 Division and Office of Research and Development, and U.S. Fish and  Wildlife
 Service.  The program consists of three projects:

     •    Analysis and Characterization of  Potential Manganese Nodule
          Processing Rejects

     •    State-of-the-Art  Assessment  of Onshore Disposal  of Manganese
          Nodule Rejects

     •    Evaluation of Ocean Disposal  of Manganese Nodule Processing
          Waste and  Environmental  Considerations.

     The  Analysis and Characterization of  Potential   Manganese Nodule
 Processing Rejects project  is  sponsored  by  NOAA  and is  being performed by
 the Bureau of Mines  Avondale Research  Center.   The objective of this  project
 is to develop chemical  and physical  characterization of rejects  from the
 types of manganese  nodule  processing techniques  representative  of those
 being  developed by  industry.   Analyses  are  being performed  on  rejects
 generated by  pilot-scale  processing plants.

     The second project,  State-of-the-Art  Environmental  Assessment  of
 Onshore Disposal of  Manganese Nodule  Rejects,  is sponsored by the Bureau of
Mines and is  being performed by  Rogers,  Golden, and Hal pern.   The objectives
of this project  are  to identify  state-of-the-art techniques  for  the onshore

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disposal  of manganese nodule processing rejects  and  provide an assessment of
regulatory  requirements  and  important  environmental  concerns  at sites
representative  of those likely to be chosen  by industry.

     This report presents the  results  of the third  project  within the
manganese nodule processing waste  management  program and  addresses  ocean
disposal.  Discussion of the following topics  is presented:

     •    Regulatory requirements

     •    Ocean disposal technologies

     •    Fate  of ocean dumped material

     •    Current ocean disposal  activity

     •    Characterization of nodule processing  rejects

     •    Comparison of rejects to other wastes

     •    Physical and biological  characteristics  of representative
          disposal areas

     •    Environmental  considerations related to manganese nodule
          processing rejects disposal

     •    Research and study requirements  for  assessing ocean disposal
          of  rejects.

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            2.   LEGAL AND REGULATORY REQUIREMENTS APPLICABLE  TO
           OCEAN DISPOSAL OF MANGANESE  NODULE PROCESSING REJECTS


     Until  the  passage of the  first environmental  legislation  in the late
1960s, relatively little governmental  or international effort was expended
regulating  waste disposal  in  the marine environment.   However, increasing
public awareness, coupled with political pressures concerning public health
and welfare and environmental preservation, led  to the passage  and
ratification of several  federal  laws and  regulations governing  waste
disposal.

     Six  major  federal  environmental  laws may  apply  to manganese nodule
processing  waste disposal.   These are the Federal  Water Pollution Control
Act (PL 92-500  as ammended), Safe Drinking Water Act (PL 93-253), Clean  Air
Act (PL 93-319), Resource  Conservation and Recovery  Act (PL 94-580), Deep
Seabed Hard Mineral Resources  Act (PL 96-283),  and the Marine Protection,
Research,  and  Sanctuaries Act (PL 92-532).   All  of these laws  require
permits  for disposing, discharging, or  dumping wastes into multimedia
environments (air, land,  surface water, groundwater, and the oceans).
However,  increasing concern, controversy and  research associated with past
disposal  practices (improper  landfill ing, midnight dumping)  and  new
innovative  technologies (stabilization,  encapsulation) have  been  major
factors in  the  review of several waste management policies.  In the United
States, many waste management policies  are  being  reviewed and/or re-proposed
to consider other disposal  options and  intermediate trade-offs including  but
not limited to  ocean dumping,  marine  discharge, waste isolation in stable
geologic  formations, stabilization,  and encapsulation.

     If industry elects  to dispose of processing wastes in the ocean, it
must comply with the two major federal  laws governing waste disposal  at sea:
the Marine  Protection, Research, and Sanctuaries Act (for ocean dumping)  and
the Clean Water  Act (for discharge through outfall pipes or  discharges from
seabed mining vessels, or  platforms).   Numerous federal  laws, such as  the
Deep Seabed Hard Mineral Resources Act, the National  Environmental Policy
Act, the  Coastal  Zone Management Act, the Fish and Wildlife Coordination
Act, the  Endangered Species Act, the Marine Mammal  Protection Act,  and  the
National  Historic Preservation  Act of  1966 also apply  to the ocean disposal
of processing wastes but will  not be discussed in detail here.

     Three  key terms used throughout  this report include disposal, dumping,
and discharge.   Disposal   is  a general term  including both dumping  and
discharge.   Dumping is the  transportation  of wastes from shore, or from  any
location  by a U.S. flag vessel  or aircraft, for the purpose of disposal,  and
the release of such  waste into the  ocean.   Discharge refers to wastes
released  from a  point source,  other than a vessel, such as an outfall.  For
this  report, these terms  all  refer to  the ocean  environment  and  are
technically defined as follows:

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disposal  - means  the discharge, deposit,  injection, dumping,
spilling, leaking, or  placing  of any solid waste  or hazardous
wastes  into or on any land  or water so that such  solid waste or
hazardous waste  or  any  constituent thereof may enter the
environment or be emitted  into the air or discharged into any
water,  including groundwaters (40 CFR Part  260.3).

dumping - means a disposition  of material:   Provided, that it
does  not  mean  a  disposition of any effluent  from any outfall
structure to the extent that .such disposition  is regulated under
the provisions of the FWPCA, under the provisions of Section 13
of the  River and. Harbor Act  of  1899, as amended (33  U.S.C. 407),
or under  the provisions of the Atomic Energy Act of 1954, as
amended (42 U.S.C. 2011), nor  does  it mean a  routine discharge
of effluent  incidental to the propulsion  of, or  operation of
motor-driven equipment on, vessels:   Provided further, that it
does not mean  the  construction  of any  fixed structure or
artificial island nor the intentional placement of any device in
ocean waters or on or in the submerged land  beneath  such waters,
for a purpose  other  than disposal, when  such construction or
such  placement is otherwise  regulated by  Federal or  State law or
occurs  pursuant to an authorized Federal  or State  program; and
provided  further, that it does  not include  the  deposit of oyster
shells, or other  materials when such deposit is made for the
purpose of  developing,  maintaining,  or harvesting  fisheries
resources and is otherwise  regulated by  Federal or  State law or
occurs  pursuant to an  authorized Federal  or  State program (40
CFR Part  220.2).

discharge - (NPDES) when  used  without qualification means the
"discharge of a pollutant," which means:

    (a)(l) Any addition of any  "pollutant"  or combination of
    pollutants  to  "waters of  the United  States" from any
    "point source," or (2) Any  addition  of  any pollutant or
   combination of  pollutants  to the waters  of  the
    "contiguous  zone"  or the  ocean from  any  point source
   other than  a  vessel  or other floating  craft which is
   being used as a means of transportation.

   (b) This definition includes additions  of pollutants
   into waters of the  United  States  from:  surface runoff
   which is  collected  or  channelled by  man; discharges
   through  pipes,  sewers,  or  other conveyances owned by a
   State, municipality,  or other person which do  not lead
   to  a  treatment works; and discharges through pipes,
   sewers,  or other conveyances  leading into  privately
   owned treatment works.

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      This term does  not  include an  addition of pollutants  by any
      "indirect  discharger,"

OCEAN DUMPING

     With increasing danger  of marine pollution by ocean dumping of waste
materials, the President of  the  United States  in April, 1970,  directed  the
Council  on Environmental  Quality to  conduct a study  of  the  problems  and
alternatives to  ocean  dumping.   This report  (Senate Report 92-451, 1971)
concluded that  although dumping was not a major  source of pollution at
present, there was  an  immediate need  for  urgent  action  both at  national  and
international levels  to prevent  the problem  of dumping from  growing to a
great magnitude.  As a  follow-up to the report,  the United States prepared a
draft legislation package to  regulate the transportation for ocean dumping
at an international level *   This draft on  ocean  dumping policy  was intended
to provide the basis  for a  global  convention on ocean dumping during  the
United Nations Conference on  the Human  Environment  scheduled for June of
1972.

London Dumping Convention

     After much  deliberation, an International Conference on Dumping at  Sea
was held in London  from October 30 to November  13, 1972.  The conference  was
attended by 82 states, with 12 other  states and various  international
organizations sending  observers.  After  much  debate, the conference adopted
a Convention on  the Prevention of Marine  Pollution by Dumping of Wastes  and
Other Matter (referred  to as the London  Dumping  Convention, the Convention,
or LDC)   (see Appendix  A for  a summary of  the Convention).  Following receipt
of the  required 15  ratifications or accessions,  the  London Dumping
Convention entered  into force on August 30,  1975.

     The London  Dumping Convention is an international  treaty requiring  the
Contracting Parties to establish  national systems to  control  vessels  and
aircraft carrying substances  leaving their shores for  the purpose of being
disposed of at sea.  It introduced a new  element  in international law on  the
environments in  that it  is  the responsibility of states to prevent damage
not only to the  environment  of  other states but  also to the environment of
areas beyond the  limits of national  jurisdiction.  The Convention requires
each signatory state to establish an appropriate  authority to issue permits,
keep records, and monitor activities.  The  United States, as a member of  the
Convention,  complies  with  the mandates  and  intent of the  London Dumping
Convention through  the  guidelines  and regulations established  by EPA under
Title I  of the Marine Protection Research  and  Sanctuaries Act.

     Because  the Convention  was signed when  the Third  United Nations
Conference on the Law of Sea (UNCLOS  III)  was  being prepared and UNCLOS  III
was to deal  with deep  sea  minerals, the London Dumping Convention did  not
address  at length the  dumping  of wastes resulting from the processing of
seabed mineral  resources.  Article 210 provides  for  the development by
individual states of rules and regulations  for areas and persons subject to
its jurisdiction which  should be no  less effective than any rules developed

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collectively  by  a  competent international  organization  or diplomatic
conference.   The Law of the  Sea  Convention  is  scheduled for signing  in
Caracas  later this year.   Many  provisions including those dealing  with
navigation,  overflight, the continental  shelf, marine  research,  and the
environment  are constructive; however,  Part XI  governing mineral  recovery
from the deep seabeds  appears  difficult to  approve.  Whether under the
London Dumping Convention or the Law  of  the  Sea  Convention, it is  up to the
respective signatory state, to make  decisions on the dumping of  manganese
nodule processing wastes.

Marine Protection, Research, and Sanctuaries  Act

Statutory Overview—

     The Marine Protection,  Research, and Sanctuaries Act of 1972  (MPRSA),
commonly known as the "Ocean Dumping  Act," was developed to fill  regulatory
gaps in  the  protection of  the  marine environment  and  public health and
welfare. The  statute declares  "it is the  policy of the United  States to
regulate the dumping of all types of materials into ocean  waters and to
prevent  or strictly limit  the dumping  into ocean waters of any material
which would  adversely affect  human health,  welfare, or amenities, or the
marine  environment, ecological  systems or economic potentialities" (PL
92-532, October  23,  1972,  33  USC  1401).    The Act is  to  regulate the
transportation by any person of material  from  the United States and, in the
case  of United  States  flag  vessels,   aircraft, or agencies,  the
transportation of material  from  a  location  outside the United States,  when
in either case the transportation is for  the  purpose of dumping the material
into ocean waters, and  the  dumping of material  transported by any person
from a  location' outside the United  States, if the  dumping  occurs in the
territorial  seas  or the  contiguous zone of  the United  States.  The
territorial  seas are roughly defined as those waters lying within 3 miles of
a baseline (roughly the  coastline)  and the  contiguous zone as those waters
lying between 3 and 12  miles  seaward from  the  baseline.   Thus,  the MPRSA
mandates the EPA to administer and  enforce the regulation of  ocean dumping,
not only within the territorial  seas  and  contiguous  zone, but also within
international waters.

     Title I of the MPRSA sets forth  factors which need to be considered by
the Administrator  of the  EPA in  the establishment and application of
criteria to  be used in the  evaluation  of  permit applications for ocean
dumping.  These factors  include:

     A    The need for the  proposed dumping.

     B    The effect of such dumping on human  health and welfare,
         including economic, aesthetic,  and  recreational  values.

     C    The effect of  such dumping on fisheries  resources, plankton,
         fish, shellfish,  wildlife, shorelines,  and beaches.

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     D    The effect of  such dumping  on  marine  ecosystems,
          particularly with respect  to

          1     the transfer, concentration,  and dispersion of such
               material  and its  byproducts through  biological,
               physical, and chemical processes;

          ii    potential  changes  in  marine  ecosystem  diversity,
               productivity, and stability; and

          iii   species and community population dynamics.

     E    The  effect of dumping  particular volumes and  concentrations
          of  such materials.

     F    The persistence and  permanence of  the effects  of  the
          dumping^

     G    Appropriate locations  and  methods of disposal  or recycling,
          including land-based alternatives and the probable impact of
          requiring use of such  alternate locations or methods upon
          considerations affecting the public interest.

     H    The effect  on alternate  uses of  the  oceans, such  as
          scientific study, fishing,  and other  living resource
          exploitation, and nonliving resource exploitation.

     I    In  designating recommended  sites, the Administrator shall
          utilize, wherever feasible, locations beyond the  edge of the
          Continental Shelf (PL  92-532 October 23, 1972).

     Under the Act, EPA is authorized to administer and enforce the entire
ocean dumping  program  and  to issue permits  regulating the dumping of  all
materials except dredged materials, which  are  dumped under U.S. Army Corps
of Engineers  permits  issued consistent with  EPA's marine environmental
impact eritenae

     Title III of the Marine Protection,  Research, and Sanctuaries Act of
1972 (MPRSA),  as amended in 1980, authorizes the  Secretary of Commerce with
Presidential  approval to designate  ocean waters  as marine sanctuaries  for
the purposes  of preserving or restoring their conservation, recreational,
ecological, or aesthetic values.  The marine sanctuaries  program is intended
to prevent indiscriminate multiple  use  of  specific  areas  that have special
values and uses.  Site  selection criteria  for marine  sanctuaries include
both resource  and human-use values  in  an approach which  accurately reflects
the intent of  Congress  in  enacting this legislation.   Sanctuaries may be
designated as  far seaward  as the outer  edge  of  the continental  shelf, in
coastal  waters where the  water  ebbs and flows,  or in the Great Lakes  and
their connecting waters.   Table 1  gives a  listing of the six established
marine sanctuaries to date.

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   TABLE 1.   MARINE SANCTUARIES NAMES AND ADDRESSES
                (AS OF APRIL,  1982)
Gray's Reef National  Marine Sanctuary
     (off Sapelo Island,  Georgia)
          (no manager appointed yet)
          Georgia Department Natural  Resources
          Coastal Resources Division
          1200 Glynn  Ave.
          Brunswick,  GA  31523
          (912) 264-7289

U.S.S. MONITOR National Marine Sanctuary
     (off North Carolina)
          Diana Lange, Sanctuaries Coordinator
          North Carolina  Department Cultural  Resources
          Division of Archives and History
          Underwater  Archaeology Branch
          P.O. Box 58
          Kure Beach, NC   28449
          (919) 458-9042

Key Largo Coral Reef  National  Marine  Sanctuary
     (off Florida's John  Pennecamp State Park)
          Florida Department of Natural Resources
          Crown Building
          202 Blount  St.
          Tallahassee, FL  32304
          (904) 488-1555
               (on-site)
               John C. Halas,  Sanctuaries Biologist
               c/o John Pennecamp State Park
               U.S. Route 1
               MM 102.5 (Oceanside)
               P.O. Box 487
               Key Largo, FL  33037
               (305)  451-2770

Looe Key National Marine  Sanctuary
     (off Florida Keys)
          Florida Department of Natural Resources
          Crown Building
          202 Blount  St.
          Tallahassee, FL  32304
          (904) 488-1555
                         8

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TABLE 1.  (Continued)
               (on-site)
               Will Sheftal, Manager
               Bahia Honda State Recreation Area
               U.S. Route 1, Box 782
               Big Pine Key, FL  33043
               (305) 872-3253

Channel Islands National Marine Sanctuary
     (off Southern California)
          (no manager appointed yet)
          Channel  Islands National Marine Sanctuary
          c/o Channel Islands National Park
          1901 Spinnaker Ur,
          Ventura, CA  Q3001
          (805) 644-8ib/

Point  Reyes-Farallon Islands National Marine Sanctuary
     (off north central California)
          Peter Gogan, Manager
          Point Reyes National Marine Sanctuary
          c/o Point Reyes National Seashore
          Point Reyes, CA  94956
          (415) 663-8017

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Regulatory Process—

     Regulations promulgated under Title  I,  Section 102 of the MPRSA were
first issued by EPA in  1973.   The final  ocean  dumping regulations were
updated  by EPA in January,  1977  (Federal  Register,  January 11, 1977).  They
are currently being considered for another  revision due to  advances in
scientific knowledge and operational experience.

Existing Regulations--

     EPA has  set  up a  regulatory approach to ocean dumping  with several
levels  of control.  All materials  to be dumped  in  the  ocean require  a
permit.   Except for those wastes  generally approved for dumping, all wastes
must meet the need, environmental,  economic,  and  social impact criteria set
out in 40 CFR Part  227.   The  burden of proof rests with the applicant to
indicate that the disposition  of  materials seaward  of the baseline will not
unduly degrade or endanger the  marine environment.  The criteria used to
evaluate proposed dumping are applied on a  case by  case basis  from
information  available to the applicant, EPA, or the  Corps of Engineers.

     Specific criteria  form the basis for the applicant  to show that the
proposed disposal of material does  not have significant  adverse
environmental  impacts.   EPA has established regulations to  evaluate
materials by  categories.  Manganese nodule processing wastes are most likely
to be classified in one of the following three categories:

     1.   Prohibited materials  (40 CFR  Part  227.5) - The dumping of
         the following materials  is  prohibited  and a permit will  not
         be  approved of under any circumstances:

         •   High-level radioactive wastes

         •  Materials  produced  or used for radiological, chemical, or
             biological warfare

         •  Persistent inert  synthetic or natural materials which may
            float or remain in  suspension in  such a manner that might
            interfere  with fishing, navigation,  or other uses of the
            ocean

         0  Materials  insufficiently described  by the applicant to
            effectively evaluate the application on the basis of the
            environmental  impact criteria.

         It is  unlikely that manganese nodule processing rejects will
         fall into the prohibited category unless the composition and
         properties of the  waste are insufficiently known.

     2.   Constituents  prohibited as other than trace contaminants (40
         CFR Part  227.6)  - Materials  containing  the constituents
         below,  which  are  prohibited  other than  as  trace
                                  10

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contaminants,  require  detailed  characterization  and
quantification:

•  Mercury  and its compounds

t  Cadmium  and its compounds

•  Organohalogens

•  Oil  and  greases

t  Known  or suspected carcinogens, mutagens, or teratogens.

The term  "trace  contaminants"  was initiated to agree with
the London  Dumping Convention.   It  is  described as those
quantities  that  are in such form and amount that the dumping
will not  cause significant  undesirable effects, including
the possibility  of their  bioaccumulation  in organisms.   To
determine those  quantities, bioassay  and  bioaccumulation
testing methods  have been developed which  are  consistent
with  an  ecosystem  approach  and yield  more  accurate
assessments of the materials impact than  comparing total
amounts  of specific  constituents with arbitrary  ambient
values.  Bioassay procedures are  used  to set the "limiting
permissable concentration"  that makes up the monitoring
parameter for  specific constituents.

Trace contaminants  listed above, or any other toxic waste
(under 40  CFR Part  227.8) cannot exceed its limiting
permissable concentrations.   The definition of limiting
permissable concentration  is  critical  to application of the
regulations.  Liquid,  suspended particulates,  and  solid
phases  of the  material proposed  for ocean dumping each have
a limiting permissable concentration  for the particular
constituent  determined by  its effect  on the  marine
environment.

The specific  bioassay requirements do not apply  if  the
applicant can  demonstrate  that  the constituents are present
in a form that is non-toxic a.nd  non-bioaccumulative to the
marine  environment,  or  will  be  rapidly rendered so in the
marine  environment  by biological or chemical degradation.
EPA has  great  leeway in the   identification  of  trace
contaminants and their allowable concentrations.   Potential
toxic constituents  are  dealt  with on a case by case basis
following bioassay procedures  outlined  in manuals published
by EPA  and  the Corps of Engineers.

It is likely that disposal of manganese  nodule tailings will
have to comply with these requirements  because nodules are
known to contain  trace amounts of mercury and cadmium.
                         11

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          These elements are  inert  in the  nodules,  but  if the
          processing techniques  convert them to  soluble compounds or
          significantly increase  their  concentration in  the solid
          phase, ocean dumping  may be prohibited.   Under 40 CFR Part
          227.12, "solid wastes  consisting of  inert natural minerals
          or  materials compatible  with the  ocean environment may be
          generally approved for  ocean  dumping provided they are
          insoluble above the applicable trace or  limiting permissible
          concentrations and are  rapidly and completely settleable,
          and they are of a particle  size and density that they would
          be  deposited or rapidly dispersed without  damage to benthic,
          demersal, or pelagic  biota."

          Chapter 5 of this report  provides  a characterization of the
          manganese nodule processing waste.   It  is most likely that
          these wastes would come within  the "Strictly Regulated
          Dumping"  category of the  London  Dumping  Convention (see
          Annex II)  and within the  "trace  constituents"  or  "other
          limited materials" categories under the  MPRSA.

     3.   Other limited materials  (40 CFR  Part 227-7)  - Some materials
          have specific limitations  in their  concentrations and
          impacts.  They include:

          •  Liquid waste constituents immiscible or slightly soluble
             in water, such as  benzene, xylene, carbon disulfide, and
             toluene,  may be present  only  below  their solibility
             limits in seawater, as long  as  they  do  not interact with
             ocean water to form insoluble materials

          t  Radioactive wastes,  if  not prohibited as high-level
             radioactive waste, must be safely containerized

          •  Wastes containing living organisms are  prohibited if the
             organisms would endanger human or domestic animals health

          •  Highly acidic or alkaline wastes require special care
             which includes demonstrating  that the waste cannot change
             the total acidity or  alkalinity  of the ocean  water by
             more than 10 percent

          •  Biodegradable  wastes  which  consume  oxygen may be dumped
             only  in quantities  which  will not  depress  normal
             dissolved oxygen levels by more  than  25  percent.

     In addition to the above classifications  and environmental  impact
criteria,  the applicant must  demonstrate the necessity for  dumping  and
potential  adverse effects on other uses  of  the ocean.  Other criteria  the
applicant  must meet  include:
                                  12

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     1.    Need  for  ocean dumping (40 CFR Parts  227.14-227.16)  - The
          applicant must indicate that other options (i.e.,  landfill,
          recycle,  storage,  landfarm, incineration,  etc.)  and  their
          environmental and economic costs have  been considered.  The
          need  for  ocean dumping will  not  be considered to  have been
          demonstrated unless  it  is indicated  that  there are no
          practicable alternative locations and methods of disposal or
          re-use available  which have  less adverse  environmental
          impact  or potential risk  to  other  parts of the environment
          than  ocean  dumping.   It  has  been  suggested  that  possible
          uses  of nodule wastes  could  be  landfilling on undesireable
          land,  landfarming and recycling for fertilizer uses.   These
          need  to be  looked at closely before any permit is approved.

     2.    Impact  or aesthetic, recreational, and economic values (40
          CFR Part  227.17) - The applicant must demonstrate that  there
          is no  potential  for  impacting or affecting beaches or
          shorelines, commercial fishing,  or municipalities  or  other
          industries.

     3.    Impact  on other uses of the ocean  (40  CFR Part 227.20) - It
          must  be shown that the dumping  of  the nodule wastes has no
          adverse effects on other uses  of the ocean and coastal  areas
          (i.e., scientific  research,  oil and gas  exploration,
          transportation and  navigation).  The two  major areas of
          concern here are ocean transportation and fishing.

The objective of these additional criteria  is to ensure that there is
consideration of  economic and social factors in  the decision  to  allow ocean
dumping.

     EPA's regulatory approach to the ocean dumping program consists of site
designation, permitting, and surveillance and enforcement.  Site  designation
includes  geographic placement of the site,  waste dispersal  characteristics
and interference with  other uses  of the  ocean.  The  parameters  used in
designating, and  monitoring dump  sites  include location,  depth, currents
water quality,  potential accumulation of constituents, past activities at
site and  existing ambient data both  chemical and biological.  Both EPA and
NOAA (administers Title II of MPRSA, Ocean Research and Monitoring) take the
responsibility for  researching  and  monitoring  the  dump sites.   EPA
designates  site  while  surveillance,  enforcement notice,  and  safe waste
transport responsibilities are under the authority of the U.S. Coast Guard.
Responsibilities  of other federal  departments and agencies  involved in the
ocean  waste  disposal program under  the MPRSA are  shown in Table 2.

     Ocean dumping permits are issued by both the Corps of Engineers or EPA
(with  authority delegated to District Engineers  or Regional  Administrators,
see Table 3) for dredged  and nondredged  material, respectively.   These
permits  require  submission of  detailed  engineering  studies  and  studies
outlining the alternatives to ocean dumping.  For material other  than dredge
spoils, the  applicant must also submit  a compliance schedule  to implement an
                                   13

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            TABLE 2.  RESPONSIBILITIES OF FEDERAL DEPARTMENTS AND
          AGENCIES FOR REGULATING OCEAN WASTE DISPOSAL UNDER MPRSA
          Department/Agency
          Responsibility
U.S. Environmental  Protection Agency
U.S. Department of the Army Corps
  of Engineers
U.S. Department of Transportation
  Coast Guard
U.S. Department of Commerce
  National  Oceanic and Atmospheric
  Administration
U.S. Department of Justice

U.S. Department of State
Issuance of waste disposal permits,
  other than for dredged material

Establishment of criteria for regu-
  lating waste disposal

Enforcement actions

Site designation and management

Overall ocean disposal program
  management

Research on alternative ocean
  disposal techniques

Issuance of dredged material
  disposal permits

Recommending dredged material
  disposal site locations

Surveillance

Enforcement support

Issuance of regulations for disposal
  vessels

Review of permit applications

Long-term monitoring and research

Comprehensive ocean dumping impact
  and short-term effect studies

Marine sanctuary designation

Court actions

International agreements
                                    14

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             TABLE  3.  EPA REGIONAL ADMINISTRATIVE OFFICES WITH
                    JURISDICTION OVER SELECTED STATES
Alaska, Oregon, Washington
EPA Region X
1200 Sixth Avenue
Seattle, Washington
(206) 442-1220
FTS/339/1220
                                                             98101
California, Hawaii
Texas, Louisiana
EPA Region IX
215 Fremont Street
San Francisco, California
(415) 974-8076
FTS/454/8076

EPA Region VI
1201 Elm Street
Dallas, Texas  75270
(214) 767-7341
FTS/729/7341
                                                                   94105
                                    15

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environmentally  acceptable alternative  disposal method before December  31,
1981, or demonstrate that no feasible  alternative exists and the waste to be
dumped is in  full compliance with EPA's criteria by December 31, 1981.   The
regulations  under 40 CFR Part 220.3 describe the six categories of permits.
These permit  types  include:

     1.    General  permits  -  for  disposal  of small  quantities  of
          material which have  minimal adverse  environmental  impacts
          when dumped under prescribed conditions.

     2.    Special permits - for materials  that satisfy the criteria,
          but valid only up to 3 years.  Holders  of special  permits
          are not subject to  the 1981 deadline  for cessation of the
          ocean  disposal of harmful  wastes.   It  is most likely that
          manganese nodule processing wastes  would require a  special
          permit for dumping  since similar waste  types as acid iron
          wastes and industrial wastes have  been approved.

     3.    Emergency permits - for materials  which pose an unacceptable
          risk relating to human health and  for  which there  is  no
          other  feasible alternative.   These  permits are issued on a
          limited,  case by case basis.

     4.    Interim permits  -  these  permits  which are valid  for a
          maximum of  1  year are  issued when  the applicant does not
          demonstrate compliance  of the waste with the environmental
          impact criteria, but can demonstrate that the need for ocean
          disposal  is  of  greater significance to the public  than
          possible  adverse  environmental  impacts.   However,  interim
          permits can not be issued to applicants who were not issued
          dumping permits before  April  23,  1978.  Holders of  present
          permits must  have a  compliance schedule  which will ensure
          either the complete phaseout  of  the activities by December
          31, 1981.  Thus, interim permits  as presently stated do not
          apply  to  the  dumping of manganese  nodule wastes.

     5.    Research  permits  -  for dumping material  into the ocean  as
          part of a research project,  when  scientific merit outweighs
          the potential impacts  (i.e.,  in  1979  a  permit was  granted
          for oil dispersant  studies).   It is  possible that  initial
          permits for ocean dumping of  nodule processing wastes from
          pilot  plants during  feasibility studies will fall  under this
          category.

     6.    Incineration at sea  permits  -  not  applicable.

     Applications for any of  these  permits must  include  all  information
necessary to evaluate the  application.  They must include general
information,  detailed physical  and chemical  analyses of the wastes,  bioassay
or other test results required to apply the  impact criteria, the proposed
dumpsite, times  and amounts of material  to be dumped, description of the  way
                                   16

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in which this  material  has  previously been  disposed of, identification of
the process or activity generating the wastes, the method of release  of the
materials,  and an  assessment of  the  environmental  impact of the  proposed
dumping.

     According to  EPA  regulations (40 CFR Part 222.1), "Final  action  on any
application for a  permit  will,  to the extent  practicable, be taken  within
180 days from the date a complete  application  is  filed."  However, the
nature of the  public review process is such  that  there is no guarantee that
a permit will  be granted  in that time, if at  all.  A flow diagram  of current
permitting  procedures  for ocean dumping is shown in Figure 1.

Current Status--

     The regulatory  process has been  fairly  successful  to date relative to
the objective  of eliminating ocean dumping.   Of approximately 150  industrial
ocean  dumpers  in  1973,  only  13 remain as of  April,  1979  (EPA  1980a).
Excluding the  Allied Chemical Corporation,  NL Industries Incorporated, and
E.I. duPont de Nemours, all of the remaining  industrial ocean dumpers  in the
New York Bight and Puerto Rico  areas  have enforceable compliance schedules
within their permits which specify the cessation of ocean dumping  by the end
of 1981.

     So far the EPA  has not  had to  make  a permit decision on the  economic
reasonableness of land-based  alternatives.  They  have been granting or
denying permits based  upon the environmental  criteria.  However, the general
opinion of the industrial  ocean dumpers  is  that  even in a situation where
the  environmental  impact  criteria  are not met or where  a land-based
alternative to ocean disposal has a lower overall environmental impact than
ocean  dumping, economics  need to  be considered and  factored into the
decision to grant  or deny a permit.

     This  approach  has also been  encouraged  by the  National Advisory
Committee on Oceans  and Atmosphere (NACOA).   A  NACOA report  entitled "The
Role of the Ocean  in a Waste Management  Strategy, January 1981" states that
the ocean is the best  disposal  option for certain waste material,  and that
the  United States policy  should  be to dispose of wastes in the most
environmentally sound manner, without  granting special  protection to a
particular  medium.   NACOA further states  that even if the risk  were  somewhat
greater for ocean disposal, significantly  disproportionate costs could
justify the granting of an ocean dumping  permit.

     This viewpoint was recently supported  in  a  court decision ruling that
the Marine  Protection, Research, and  Sanctuaries Act did not  authorize EPA
to ban the  dumping of  New York City  sludge  in the  New  York  Bight without
considering the alternatives to ocean dumping.  The District  Court ordered
that EPA revise its ocean dumping regulations to  require a balancing  of all
the statutory  factors including costs  and  the  need for dumping  against
environmental  harm in each case [U.S.  District Court for Southern  District
of New York, City  of New York vs. U.S.  EPA,  80 Civ. 1677 (ADS),  August 28,
1981].
                                   17

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oo
 EXCEPTIONS TO
 CONCIOS10NS
 OF EAW ANO
RECOMMENDATIONS
                                                                                              COMMENTS AND
                                                                                              E«CEPTIONS TO
                                                                                             ANOTHER PANTIES
                                                                                               EXCEPTIONS
                                                                                              ADMINISTRATOR
                                                                                               OR REGIONAL
                                                                                              ADMINISTRATOR
                                                                                              DETERMINATION
                                                                                                OH CASE
                        Figure  1.     Flow diagram  of  current  permitting procedures  for ocean  dumping.

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OCEAN DISCHARGE

     An alternative to ocean dumping  or land disposal  of manganese nodule
processing wastes  is the discharge of these materials  directly to the ocean
by the means  of  an ocean outfall.   An ocean outfall  is defined as any point
source  from  which pollutants  are discharged  into the territorial  sea,
contiguous zone  or the ocean.   Ocean  discharge of point source pollutants  is
regulated under  the authority of  the  Clean  Water Act  (PL 95-217), amending
the Federal Water  Pollution Control  Act  (PL  92-500).  Section 402 of the
Clean Water Act, establishing the  National  Pollutant  Discharge Elimination
System, and Section 403 of the Clean  Water  Act  governing ocean discharges,
are of primary importance  when  considering ocean  discharge of manganese
nodule  processing  wastes.   The Clean Water  Act  and  its associated
regulations  govern ocean  discharges from  both  land based processing
facilities and those facilities discharging at sea through an ocean outfall
from either a platform or processing  vessel.

Clean Water Act

     The Clean Water Act is  the principal statutory authority regulating the
discharge of pollutants to the  navigable waters of the  United States
(including the  territorial sea), the contiguous  zone,  and the oceans.
Section  402  of  the Clean Water  Act  establishes  the National  Pollution
Discharge Elimination System  (NPDES)  permit  program.   Section 403(c)
addresses specifically the criteria to  be used  in evaluating NPDES permits
for point source discharges  to  the territorial  sea,  the  contiguous zone and
the oceans.   The regulations for  the  NPDES  permit program and the criteria
for ocean discharge are promulgated under EPA's  Consolidated Permit Program
and can be found in 40 CFR Parts  122,  124, and 125.

Section 402 - NPDES Permits —

     The NPDES permit program is  administered either  by EPA or by a state
agency under  an EPA-approved program.   Table  4  indicates those states with
approved NPDES programs.  NPDES  requirements under the EPA program and  an
approved state program are basically the same,  but  each  state should  be
contacted regarding  specific  requirements  in their  regulations and
application procedures.  A state NPDES program will  only  apply to discharges
within the territorial  waters  of  the state.  Discharges to the contiguous
zone  or  oceans  could be  allowed  only under  a  permit  issued by the
appropriate EPA region  (see Table 5).  The appropriate NPDES application
forms can be  obtained  from  EPA regional  offices or the responsible state
agency.

     Pursuant to Sections 301,  304(b)  and (c),  306(b) and (c), and 307(c)  of
the Clean Water Act, as amended, New Source Performance Standards (NSPS) and
effluent limitation guidelines  representing effluent  reduction attainable  by
                                   19

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       TABLE 4.  NPDES  PERMITTING  AUTHORITY






  State           State                    EPA



Alaska                                     x



California          x



Hawaii              x



Louisiana                                  x



Oregon              x



Texas                                      x



Washington          x
                       20

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                     TABLE  5.   NPDES  PERMITTING AGENCIES
Alaska                              EPA  Region  X
                                    1200 6th  Avenue
                                    Seattle,  WA 98101
                                    (206)  442-1220
                                    FTS/339/1220

California3                         Issued  by Regional  Water Quality Control
                                    Boards  -  Approved by the State Water
                                    Resources Control  Board

                                    State  Water Resources Control  Board
                                    P.O.  box  100
                                    Sacramento, CA 95801
                                    (916)  322-8353

                              Regional  Water Quality Control  Boards

                                    North  Coast Region  (1)
                                    1000  Coddingtown  Center
                                    Santa  Rosa, CA 95401
                                    (707)  545-2620

                                    San  Francisco  Bay Region (2)
                                    1111  Jackson St.,  Room 6040
                                    Oakland,  CA 94607
                                    (415)  464-1155

                                    Central Coast  Region (3)
                                    1122-A  Laurel  Lane
                                    San  Luis  Obispo,  CA  93401
                                    (805) 549-3147

                                    Los Angeles  Region  (4)
                                    107  S.  Broadway,  Room 4027
                                    Los Angeles, CA 90012
                                    (213) 620-4460

                                    Santa Ana Region  (8)
                                    6809 Indiana Avenue
                                    Riverside,  CA  92506
                                    (714) 684-9330

                                    San Diego Region  (9)
                                    6154 Mission Gorge Rd.,  Suite  205
                                    San Diego,  CA  92120
                                    (714) 286-5114
                                     21

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TABLE 5.  (Continued)
 Hawaii3                            State of Hawaii  Department  of  Health
                                   Pollution Technical  Review  Branch
                                   645 Halekauwila  St.
                                   Honolulu, HI 96813
                                   (808) 548-6410

 Louisiana13                         EPA Region VI
                                   1201 Elm Street
                                   Dallas, TX 75270
                                   (214) 767-7341
                                   FTS/729-7341

 Oregon0                            Department of Environmental  Quality
                                   522 S.W. Fifth Avenue
                                   P.O. Box 1760
                                   Portland, OR

 Texasb                             EPA Region VI
                                   1201 Elm Street
                                   Dallas, TX 75270
                                   (214) 767-7341
                                   FTS/729-7341

 Washington0                        Department of Ecology
                                   Olympia, WA 98504
                                   (206) 753-0211


 a EPA Region IX issues NPDES permits  for  the contiguous zone and oceans off
 of California and Hawaii.

 b EPA Region VI issues NPDES permits  for  the contiguous zone and oceans off
 of Louisiana and Texas.

 0 EPA Region X issues NPDES permits  for the  contiguous zone and oceans off
 of Oregon, Washington, and Alaska.
                                    22

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the application  of  "best practicable control  technology currently  available"
(BPT), "best  available technology economically achievable" (BAT),  and  "best
conventional  pollutant control technology"  (BCT), have been promulgated for
certain industrial  categories.   Manganese nodule processing is  not  covered
by any of the existing industrial  categories or standards.  In  the  absence
of existing  standards, a  NPDES  permit  will  be  evaluated  using best
professional  or  engineering judgement  (BPJ or BEJ).  The permitting agency
will  gather information  from available sources to  evauate the  permit and
discharge  impacts.   The applicant must verify that  state water  quality
standards will  be  met and that  the discharge will  be  consistent with the
state's coastal  zone  management program.

     In the case of a NPDES ocean discharge  permit, the applicant  must also
first meet any more stringent requirements  under the 403(c) ocean  discharge
criteria.

Section 403(c)  - Ocean Discharge Criteria--

     Section  403(c) of the Clean Water Act  provides the statutory  authority
to establish  guidelines  for  the  issuance of National  Pollutant  Discharge
Elimination System  (NPDES)  permits  for  the discharge of pollutants  from a
point source  into  the territorial seas,  the  contiguous zone, and the  oceans.

     Under the Clean Water  Act (Section 502) these terms are defined as
follows:

     •    Territorial seas means the belt  of the  seas measured  from
          the line  of ordinary  low water along  that portion of  the
          coast  which is in direct  contact  with  the open sea and  the
          line marking  the  seaward  limit of  inland  waters,  and
          extending seaward a distance  of three miles

     •    Contiguous  zone means  the entire  zone  established or to be
          established by the United States under article 24 of  the
          Convention  of  the Territorial  Sea  and the Contiguous Zone

     •    Ocean means   any  portion of  the high  seas  beyond  the
          contiguous  zone.

The guidelines  are  promulgated  under  Title 40 CFR,  Part 125.120-125.124.
The regulations  were  published in the Federal Register on October  3,  1980.

     The statutory  requirements of Section 403(c) directed the Environmental
Protection Agency to  promulgate guidelines which would evaluate:

     •    The effect of disposal  of pollutants  on  human health or
          welfare, including but  not  limited to  plankton,  fish,
          shellfish,  wildlife, shorelines, and beaches
                                   23

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     •    The effect of  disposal  of pollutants  on  marine  life
         including  the transfer,  concentration, and  dispersal  of
         pollutants  on their byproducts through biological, physical,
         and chemical processes;  changes  in marine ecosystem
         diversity, productivity,  and stability;  and  species and
         community population changes

     •    The  effect  of  disposal  of  pollutants  on  aesthetic,
         recreation, and economic  values

     •    The persistence and permanence of the effects of disposal  of
         pollutants

     •    The effect  of the disposal at varying  rates,  of particular
         volumes and concentrations  of  pollutants

     •    Other  possible  locations  and methods  of  disposal  or
         recycling of  pollutants including land-based alternatives

     •    The effect  of alternate uses  of the oceans, such as mineral
         exploitation  and scientific study.

     The  regulatory standards and criteria developed  under these guidelines
charge  the  permit  writing agency  with the responsibility  of determining
whether a proposed discharge will cause  "unreasonable degradation."  The
determination will  be  based on  available  information  concerning the
discharge area and the  proposed  material  to  be discharged.   The permitting
agency may be able  to use  some mitigating  conditions  to prevent or
ameliorate  degradation,  or if they can't get enough information to  make a
determination they shall  prescribe a monitoring program that will require
the permittee to obtain the needed  information.  "Unreasonable degradation"
of the  marine environment is defined  (45 FR Vol. 194,  p.  65953) to mean:

     •    Significant  adverse changes in  ecosystem diversity,
         productivity  and  stability  of the biological community
         within the area of  discharge and surrounding biological
         communities,

     •    Threat to human health  through direct exposure  to pollutants
         or through  consumption  of exposed acquatic organisms, or

     t    Loss of  aesthetic,  recreational, scientific  or  economic
         values which is unreasonable in relation to  the  benefit
         derived from the discharge.

     Factors in  determining unreasonable degradation to be considered  by the
permit  writing agency include:

     •    The  quantities,  composition  and  potential  for
         bioaccumulation  or persistence of the  polluants  to  be
         discharged  in the environment
                                  24

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     •    The  potential  transport of such  polluants by biological,
          physical, or chemical  processes

     •    The  composition  and vulnerability of  the biological
          communities  which  may be  exposed  to such pollutants
          including the presence of unique  species or  communities of
          species, the presence of species identified  as  endangered or
          threatened pursuant  to  the  Endangered Species Act, or the
          presence of these species critical  to the  structure or
          function of the ecosystem, such as  those important for the
          food chain

     •    The  importance  of  the receiving water  area to  the
          surrounding biological community,  including the presence of
          spawning sites, nursery/forage areas, migratory pathways, or
          areas  necessary for  other  functions or  critical  stages in
          the  life cycle of an organism

     •    The  existence of special  aquatic  sites  including, but not
          limited to marine sanctuaries and  refuges, parks, national
          and  historical  monuments, national seashores,  wilderness
          areas  and coral reefs

     •    The  potential  impacts on human health  through  direct and
          indirect pathways

     •    Existing or potential  recreational  and  commercial fishing,
          including finfishing and  shellfishing

     •    Any  applicable requirements  of an approved  Coastal  Zone
          Management Plan

     •    Such other factors  relating  to  the effects  of  the  discharge
          as may be appropriate

     •    Marine water quality criteria  developed  pursuant to Section
          304(a)(l) of the Clean Water Act (PL 95-217).

     Those discharges in compliance with  Sections  301(g), 301(h), or 316(a)
variance requirements of the Clean  Water Act, or  in compliance with state
water quality standards  shall  be  presumed not to  cause unreasonable
degradation  of the  marine  environment, for any  specific pollutants  or
conditions specified in the variance or standard.

     In  order  to make the unreasonable degradation  determination, the permit
writing  agency may require from the  applicant the  following  information,  as
well  as  any other pertinent information:

     •    An analysis of the  chemical constituents  of  any discharge
                                  25

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     t    Appropriate bioassays  necessary to determine the  limiting
         permissible concentrations  for the discharge

     •    An analysis of initial  dilution

     •    Available process  modifications  which  will  reduce the
         quantities of pollutants  which will be discharged

     •    Analysis of the location where  pollutants are sought  to be
         discharged, including the biological community  and the
         physical description of the discharge facility

     t    Evaluation  of  available alternatives  to the discharge of
         pollutants  including an evaluation  of the possibility of
         land-based disposal  or  disposal  in an approved ocean dumping
         site.

     Figure  2  illustrates the decision process  to be followed by the NPDES
permitting  agency based upon the agency's determination of unreasonable
degradation.   A  finding  of  unreasonable  degradation compels the agency to
revoke  an existing permit or to deny  a new discharge application.  A finding
of no unreasonable degradation allows permit  issuance or renewal, with any
necessary conditions as determined by the  permitting agency.

     In many cases, it is anticipated  that the permitting agency will not
have sufficient  information  to make  a  conclusive  determination of
unreasonable degradation based upon  existing  information.  In these cases,
no discharge  will be  allowed  to  occur unless the permitting  agency
determines  that:

     1.  The  discharge will  not cause  "irreparable  harm" to the
         marine environment while further evaluation is undertaken

     2.  There  are no reasonable alternatives to the discharge

     3.  The  discharge will comply with certain mandatory  conditions.

     Permit  conditions will  require that a discharge of pollutants following
dilution as measured  at the boundary of the  mixing zone not  exceed the
limiting permissible concentration for the liquid and suspended  particulate
phases  of the  waste material as described in  Section 227.27(a){2) and  (3),
Section 227.27(b) and (c) of the  Ocean Dumping Criteria, and  not exceed the
limiting permissible concentration  for the solid phase of the  waste material
or cause an accumulation  of toxic  materials  in the human  food  chain as
described in  Sections  227.27(b)  and  (c) of  the Ocean  Dumping Criteria.
Additional  requirements may include a  monitoring program, analysis of
bioaccumulative/persistent impact on  aquatic life, and performance of liquid
or suspended particulate phase bioaccumul ation tests.  The "mixing zone11 is
defined under  the Ocean Discharge  Criteria  [40 CFR Part 125.121(c)] as the
zone extending from the sea's surface to seabed and extending  laterally  to a
distance of 100  meters in all  directions  from the discharge point(s), or as
                                   26

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ro
                       PERMIT ISSUED
                         WITH ANY
                        NECESSARY
                        CONDITIONS
                       DETERMINATION
                            OF
                       UNREASONABLE
                       DEGRADATION
                            NO
                         DISCHARGE
                          PERMIT
UNDECIDED
   CAUSE
IRREPARABLE
   HARM?
                                                      YES
               NO
            DISCHARGE
             PERMIT
NO
                                    DISPOSAL
                                  ALTERNATIVES?
CONDITIONAL
   PERMIT
   ISSUED
                                      YES
                            NO
                         DISCHARGE
                          PERMIT
                 Figure 2.   NPDES permit agency decision  process  for 403(c) evaluations

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the boundary of the zone of initial  dilution as calculated by a plume model
approved  by the  director,  whichever is  greater,  unless the director
determines that the more restrictive  mixing zone  or  another definition of
the mixing zone is more appropriate for a specific discharge.  The LPC of
the liquid phase  is the concentration of the pollutant in the receiving
water, after  allowances for initial  mixing  (as  defined in 40 CFR  Part
227.29),  which will  not  exceed a toxicity  threshold of 0.01  of the
concentration  shown to be acutely toxic to  appropriate marine organisms by
an EPA approved bioassay procedure.  An alternative  application factor other
than 0.01  can  be used in calculating the LPC for liquid phase material if it
can be demonstrated to be scientifically supported.

     Where the discharge contains  suspended particulates and/or solid phase,
the  applicant will be required  to show that the LPC  for the suspended
particulate and/or  solid phase is not  exceeded in  accordance with Sections
227.27 (b), (c),  and  (d) of  the  existing Ocean Dumping Criteria (40 CFR
227).  The LPC for  these phases  is defined as that  concentration which will
not cause  unreasonable acute or  chronic toxicity  or other sublethal  adverse
effects based  on bioassay  results  using  appropriate marine organisms, or
that concentration which will  not  cause accumulation  of toxic materials
throughout the human food chain.

     Applicants may submit bioassay analyses performed  on other wastes in
place  of  bioassay test results  on  their  particular  effluent,  if the
applicant  provides  documentation  to show  that  the  composition of the waste
analyzed typifies  that which the applicant is  discharging or intends to
discharge. When the information  is not otherwise  available, the applicant
will  be required to determine  the  LPC  in accordance with procedures
described  in  Bioassay Procedures  for the  Ocean Disposal Permit  Program
(U.S. EPA  1978),  and  in  Ecological Evaluation  of Proposed  Discharge of
Dredge Material into the Ocean Waters (EPA/COE 1977).

     Additional mandatory requirements of an NPDES permit, in those cases
where  sufficient   information  is not  available to make a conclusive
determination  of unreasonable degradation,  shall include the establishment
of a monitoring  program to  assess  the impact of  the discharge on water,
sediment,  and  biological quality.  Other conditions  which  may be required of
any NPDES  ocean discharge  permit include  bioaccumulation tests, seasonal
restrictions,  and  process modification.

     All NPDES permits issued under  the 403(c) guidelines  can be modified or
revoked at any time  on  the basis  of  new  data indicating that  continued
discharge  may  cause unreasonable  degradation of the  marine environment.

   .  Dischargers  applying for an NPDES  permit under Section 403(c) must
still comply with  all other requirements  of  the  Clean Water Act, including
applicable technology-based requirements specified  by  Sections 301, 304, or
306 and water  quality based limitations specified  by Sections 303 or 307.
                                  28

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OTHER REGULATORY PROGRAMS INVOLVED

     The primary  statutes applicable  to waste disposal  at  sea  have been
discussed in  detail.  However,  numerous other federal  laws may apply  to
ocean disposal of  processing wastes  and may  impact project  lead  times.
These laws include the Deep Seabed  Hard Mineral Resources Act, the National
Environmental  Policy Act, the  Coastal Zone Management  Act, the Fish and
Wildlife Coordination  Act, the Endangered  Species Act, the Marine  Mammal
Protection Act, and the  National  Historic Preservation  Act of 1966, and
merit full  consideration at the  earliest  stages  of  project planning.

Deep Seabed Hard Mineral Resources  Act

     The Deep  Seabed  Hard Mineral  Resources Act  (Act),  the governing
domestic  law  for manganese nodule mining  pending  ratification of  an
international  Law of the Sea  treaty, was  enacted  in  June, 1980, to provide
an interim legal framework to facilitate  the continued development of deep
seabed mining  in an  environmentally safe and  sensitive manner.   Congress
declared that  the purpose of  the Act include an assurance that exploration
and recovery activities are to be conducted in  a manner which will  encourage
the  conservation of the  natural  resources,  protect  the quality of the
environment, and promote  the  safety  of life and property at sea.  The Act
authorizes the Administrator  of  the  National Oceanic  and Atmospheric
Administration  (NOAA) to issue licenses  for exploration of the deep  seabed
for  manganese nodules  after  July 1,  1981,  and to  issue permits for
commercial  recovery mining beginning  no earlier  than 1988.

     The Act defines commercial  recovery to include:

     •    Any  activity engaged in at sea to recover  any hard mineral
          resource at a substantial  rate for the  primary purpose of
          marketing or commercially using such  resource to earn a net
          profit, whether or  not such net profit is  actually earned,

     •    If such recovered hard mineral  resource will be processed at
          sea,  such processing,  and

     •    If the waste of  such  activity  to  recover  any hard mineral
          resource, or of such processing at sea,  will  be disposed of
          at sea [PL96-283 Sec.  4(1)].

     The applicant has the responsibility of submitting a recovery plan for
a permit.   This recovery  plan must address the  proposed activities to  be
carried out during the period of the  permit including  the methods to be used
for  disposal  of wastes from  recovery and   processing [PL96-283
Sec.  103(a)(2)(C)].

     The Administrator is also responsible under the Act  to  implement a
marine research program to assess the  environmental  effects of exploration
and commercial  recovery of  deep seabed  minerals.   Accordingly, NOAA has
prepared the Five Year Marine Environmental Research Plan on Seabed  Mining
                                  29

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and Processing Waste.  Research  under the  plan  is aimed  at  providing an
assessment  of  environmental  impacts  of  exploration and commercial  recovery
activities  including the at-sea disposal of processing wastes.

     NOAA published its final  rules  on  Deep Seabed Mining Regulations for
Exploration Licenses on September 15. 1981  (46 FR 45890).  The Deep  Seabed
Mining Final Technical Guidance Document  (September, 1981), which  provides
guidelines  for meeting certain environmental requirements in the  final
regulations, summarizes three categories of information to be submitted with
an application for an exploration  license:

     •   Location and boundaries  of  applicant's proposed license site

     •   Plans for delineation of  features of the exploration area

     •   Preliminary plans  for testing  and monitoring.

     Additional information  that should be  submitted within 365 days prior
to anticipated mining system tests  include:

     •   Selected  environmental characteristics  (baseline
          information)

     •   Detailed proposed  mining  system test plans

     •   Further details on proposed test monitoring plan

     •   Detailed onshore processing test plans in the U.S., and

     t   Detailed ocean disposal  test plans.

     This  information will be used  by NOAA:

     •   To assess the  environmental  aspects of exploration-phase
         activities  in a license application and to  prepare
         site-specific environmental  impact  statements (EIS). The
         issuance of a license or permit under this Act is deemed a
         major federal action under  the National Environmental  Policy
         Act  of 1969 and an EIS must be prepared for each certified
         license or permit  application.  NOAA will be responsible for
         preparing the  EIS  which  is  required to  address  waste
         disposal.  The  Final EIS  will then  be used  as  a base for
         license or permit  decisions.

     •   To develop conditions for each applicant following review  of
         monitoring plans,  to validate  whether the effects of mining
         tests agree with the effects predicted in the site-specific
         EIS  and to detect  any unforeseen adverse effects
                                   30

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     •    To  further refine  estimates of the potential  effects of
          commercial mining,  based  on system testing,  in order to
          prepare environmentally sound  regulations and  guidance for
          commercial recovery under a  NOAA's permit

     •    To  relate  the  new data to  objectives  of NOAA's Five Year
          Research  Plan on  Seabed  Mining  and  Processing  Waste
          Disposal.

     Regulations for  commercial recovery  permits and associated  at-sea
processing have  not yet been issued by  NOAA since the Deep  Seabed Hard
Mineral  Resources Act prohibits  commercial  recovery until  January 1, 1988.
The commercial  mining regulations will eventually explain the applicant's
responsibilities  for data collection and monitoring.  Current exploration
parties  have indicated that  they  do not  intend to file for commercial
recovery permits  until at least 1984  (Deep Seabed Mining Report to Congress,
December, 1981).

National Environmental Policy Act

     The  National  Environmental  Policy Act  (NEPA)  established  an
environmental  review procedure designed to ensure that public officials make
decisions based on an understanding of their environmental consequences.   No
specific plans  or regulations  on the maintenance of environmental  quality
and ecosystems  resulted from NEPA, however,  federal  managers must consider
the positive  and  negative environmental  and socio-economic consequences  of
alternative development decisions including the no-action alternative. The
Act requires  that the  consequences of these  decisions be addressed in  an
Environmental  Impact Statement  (EIS)  from  the Federal agency managing  "a
major Federal  action significantly affecting  the  quality of the  human
environment."

     The regulations define a major  Federal  action as including "actions
with effects  that may be major and which are potentially  subject to Federal
control  and  responsibility."   Such  actions  include "new and  continuing
activities including projects and  programs entirely  or partly financed,
regulated or approved by  federal  agencies,  agency rules, regulations,
policies or procedures, and  legislative proposals."  It is  anticipated that
at least one  EIS will be required  for the federal  actions which will  be
associated with  the  development of a  deep ocean manganese nodule processing
project.   The  issue  of waste disposal  will certainly need  to be addressed.

Coastal  Zone Management Act

     The Coastal Zone Management Act (CZMA)  of 1972 affirms  a  national
interest  in  the effective management,  beneficial use,  protection and
development of  the coastal  zone.   It  created a program  of federal grants  to
help the states manage  their coastal  resources  on  shore  and within the 3
mile limit or  territorial seas.  The Act can be viewed as  a  benefits program
to foster more  coherent and  effective action  by  each  state to assure that
the multiple  interests in the amenities and resources of their coastal zones
are balanced  and protected  from new developments.
                                   31

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     Under  the CZMA, the term  coastal  zone  means the  coastal waters and the
adjacent shorelands strongly  influenced by each  other  and in proximity to
the shorelines of the several  coastal  states, and includes, transitional and
intertidal  areas, salt marshes, wetlands, and beaches.   The zone extends in
the Great Lakes waters, to the international  boundary between the U.S. and
Canada and,  in other  areas,  seaward to  the  outer  limit  of  the
U.S. territorial sea.  The zone extends  inland  from  the shorelines only to
the extent  necessary to control shorelands, the  uses  of  which have a direct
and significant  influence on  the  coastal waters  (PL94-370, 90 Stat.  1013,
July 26, 1976).

     The CZMA also authorizes the Secretary of  Commerce to make grants to
any coastal  state  for the purpose  of:    (1)  acquiring,  developing,  or
operating estuarine sanctuaries,  to serve  as  natural field laboratories in
which to study and gather data on  the  natural  and human  processes occurring
within the  estuaries of the coastal zone, and (2) acquiring lands to provide
for access  to  public beaches  and  other  public  coastal  areas  of
environmental, recreational,  historical, aesthetic, ecological, or cultural
value and for the preservation of  islands.  The  sanctuaries are owned and
managed by  the individual  states, and  are kept as undisturbed as possible so
researchers can  study the naturally functioning system  and also be able to
use the areas as controls  against which to measure  ecological changes in
other estuaries.

     At present  there are twelve estuarine sanctuaries in  operation and
several in  the planning stages.  The "national program  is  administered by the
Estuarine Sanctuary  Program  Office,  Office of  Coastal  Zone Management; a
component of the National Oceanic  and  Atmospheric  Administration of the
Department  of  Commerce.  Table 6  lists the twelve  estuarine sanctuaries
currently in operation.

     CZMA has  a bearing on any proposed activity in  coastal waters  and
adjacent shorelands.   Section  307(c)  requires that after a state's  coastal
zone management  program has  been  approved "any  applicant  for a required
Federal license or permit  to  conduct an activity affecting land or  water
uses in the coastal zone"  must provide a  certification that the proposed
activity complies  with  the  states approved  program.   This "federal
consistency provision" provides states with approved  programs a significant
amount of control over projects requiring federal  permits.

     All the states  considered in  this  study, except for Texas,  have
federally approved CZM programs currently in place (Table 7).   The applicant
will  be required  to get the  approval  of the  responsible  agency  and a
"consistency certification"  for  any  activity affecting the coastal  zone.
This  gives  the  states and  local  governments  a significant amount  of
influence over deep seabed  mining related activities.
                                  32

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  TABLE 6.   ESTUARINE SANCTUARY NAMES AND ADDRESSES
                (AS OF APRIL, 1982)
Chesapeake Bay
     Dr. Sarah Taylor
     Chesapeake Bay
     Department Natural  Resources
     Tawes State Office Building
     Anapolis, MD  21401
     (301) 269-2786

Jobos Bay, Puerto Rico
     Jose Gonzalez-Livoy
     Department Natural  Resources
     Box 5887
     Puerta de Tierra
     San Juan, PR  00906
     (809) 722-5501

Tijuana River, California
     Sue Hansch
     California Coastal  Commission
     631 Howard St., 4th Floor
     San Francisco, CA  94105
     (415) 543-8555

Sapelo  Island, Georgia
     Margaret Melton, Estuarine Sanctuary Coordinator
     Department of Natural Resources
     Coastal Resources Division
     1200 Glynn Avenue
     Brunswick, GA  31520
     (912) 264-7218

South Slough, Oregon
     Dr. Delane Munson, Manager
     South Slough Estuarine Sanctuary
     P.O. Box 5417
     Charleston, OR  97420
     (503) 888-9015

Waimanu, Hawaii
     Richard Poirirer
     Department of Planning and Economic Development
     P.O. Box 2359
     Honolulu, HI  96804
     (808) 548-3047
                         33

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TABLE 6.  (Continued)
Old Woman Creek, Ohio
     Eugene Wright, Manager
     Old Woman Creek Estuarine Sanctuary
     2005 Cleveland Rd., East
     Huron, OH  44839
     (419) 433-4601

     Dr. David Klarer, Sanctuary Biologist
     Old Woman Creek Estuarine Sanctuary
     2005 Cleveland Rd., East
     Huron, OH  44839
     (419) 433-4601

Rookery Bay, Florida
     Dr. Kris W. Thoemke, Manager
     Rookery Bay Estuarine Sanctuary
     No. 10 Shell Island Road
     Naples, FL  33942
     (813) 775-8845

Apalachicola River/Bay, Florida
     Mr. Woodward Mi ley II, Manager
     Apalachicola River/Bay Estuarine Sanctuary
     57 Market St.
     Apalachicola, FL  32320
     (904) 653-8063

Elkhorn Slough, California
     Kenneth S. Moore, Manager
     Elkhorn Slough Estuarine Sanctuary
     1454 Elkhorn Road
     Watsonville, CA  95076
     (408) 728-0560

Padilla Bay, Washington
     Mr. Milt Martin
     Department of Ecology
     Mail Stop PV-11
     Olympia, WA  90854
     (206) 549-6287

Narragansett Bay, Rhode Island
     Mr. Gary Bannon, Manager
     Narragansett Bay Estuarine Sanctuary
     Department of Environmental Management
     83 Park Street
     Providence, RI  02903
     (401) 277-2776
                         34

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          TABLE 7.  STATE AGENCIES RESPONSIBLE FOR COASTAL
                      ZONE MANAGEMENT PLANS
Cal i form'a
Oregon
Washington
Hawa i i
Alaska
Louisiana
Texas
California Coastal  Commission
631 Howard Street,  4th Floor
San Francisco, California  94105
(415) 543-8555

Land Conservation and Development
  Commission
1175 Court Street N.E.
Salem, Oregon  97310
(503) 378-4097

Department of Ecology
State of Washington
P-V-11
Olympia, Washington  98504
(206) 459-6000

Department of Planning and
  Economic Development
P.O. Box 2359
Honolulu, Hawaii  96804
(808) 548-3042

Department of Community and
  Regional Affairs
Pouch B, Room 213
Community Building
Juneau, Alaska  99801
(907)  465-3541

Department of Transportation
  and Development
Coastal Management Section
P.O. Box 44245
Capital Station
Baton Rouge, Louisiana  70804
(504)  342-7591

No approved state plan
                                35

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 Fish and Wildlife Coordination Act

     The Fish and Wildlife Coordination  Act  was enacted for the purpose of
 recognizing the  vital contribution  of our wildlife resources to the Nation,
 the increasing public interest and  signficance thereof due  to the expansion
 of our economy,  and to  provide that wildlife  conservation shall receive
 equal consideration  and be coordinated with other features of water-resource
 development programs.  The Act  authorizes  the Secretary of the Interior to
 provide assistance to, and cooperate with federal, state, local, public, or
 private agencies and organizations  in the development, protection, rearing,
 and stocking of  all  species of wildlife,  resources,  and their habitats, in
 or effecting controlling  losses  from  disease  or other causes and in
 minimizing damages.  According to Section 5 of the Act, the  Secretary of the
 Interior, through the Fish and Wildlife Service and the Bureau of Mines, is
 authorized to make any investigations as  deemed necessary  to determine the
 effects of domestic sewage,  mine,  petroleum,  and  industiral  wastes, and
 other polluting  substances and  report the  findings  to  Congress.  For any
 waste  disposal  in the oceans,  consultation with  the Fish and Wildlife
 Service of the Department of the Interior and the National  Marine Fisheries
 Service of the National Oceanic and  Atmospheric Administration is necessary
 to ensure compliance with  their guidelines and  policies  for alleviating
 dangerous and undesirable effects of  the proposed action.

 Endangered Species Act

     The Endangered  Species Act of 1973 was  enacted to protect and conserve
 endangered and threatened  species  and  their critical  habitats.  The Act
 vests in the Secretary of the Interior and the  Secretary of Commerce  broad
 regulatory authority to  list  species  determined to be end-angered or
 threatened, and  to designate the critical  habitats of  such species.  It also
 imposes an affirmative duty on federal  agencies  to promote  the conservation
 of endangered or threatened species of  fish,  wildlife,  or plants.   The
 Secretary may enter into  a  cooperative agreement  with any state which
 establishes  and  maintains  an adequate and  active program for  the
 conservation  of endangered or threatened species of  fish, wildlife, or
 plants.

     Prior  to submitting  any  permit associated  with  ocean disposal
 activities, the  applicant  will  need to  ensure that the activities  to be
 authorized will not jeopardize the continued existence of any listed species
 or destroy or modify a designated critical  habitat of such species.
 However,  if activities  related to the construction of  a  marine terminal,
 offshore  mooring point, pipelines,  or  actual disposal  of  wastes will  have
 the likelihood to have effects on endangered  species or critical  habitats,
 the prospects  of obtaining a permit  will  be greatly  reduced.  Consideration
 of endangered  or threatened species  and  critical  habitats warrants strict
 attention  in the early  project planning stages.   Coordination  with the
Department of Interior, Department of Commerce  (National  Oceanic  and
Atmospheric Administration,  National  Marine Fisheries  Service)  and
 appropriate state agencies  will  help  avoid lengthy project  delays regarding
threatened or  endangered species.
                                  36

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Marin-e Mammal  Protection Act

     The Marine Mammal Protection Act of  1972  was enacted to protect marine
mammals,  establish a Marine Mammal Commission, and to  maintain marine
mammal's significance  as a functioning element  of  the marine ecosystem.   The
Secretary of Commerce  is given responsibility  for whales, porpoises, seals,
and sea lions, and the Secretary of Interior is given responsibility for all
other marine mammals.  Any activities which result in the indirect "taking"
of marine mammals requires  that an  "incidental taking" permit be obtained
from  the National Marine  Fisheries Service under the  authority of _the
Secretary of Commerce.  Any  interference  with  marine mammals or any actions
having an adverse effect on  their habitat  resulting from disposal  operations
may raise the question of whether they constitute  an  "incidental taking"
which requires a permit.  Consultation  with local National Marine Fisheries
Service representatives  and appropriate state agencies  concerning  the
proposed  action should take  place early  to  avoid  lengthy delays due to
marine mammal conservation and protection  programs.

National Historic Preservation Act

     The National Historic  Preservation  Act  of 1966 established a program
for  the preservation  of  additional historic properties  throughout  the
Nation.  The  Act  authorizes the Secretary of the  Interior to  maintain a
natural register of districts, sites, buildings,  and objects significant in
American history, architecture,  archeology and  culture.  The Act imposes a
duty on federal licensing agencies  to consider the effect on historic sites
of  the proposed  activity.   If  there  is  any  effect  on  historic or
archaeological sites,  all  activities must be reviewed and commented on by
the Advisory Council  on Historic Preservation.  If a determination warrants
further action, the Preservation of Historical  and  Archaeological Data Act
of 1974 authorizes the Secretary of the  Interior to take any action deemed
necessary to  recover and preserve  significant historical or archaeological
data threatened by activities  at such sites.   This is a sensitive issue and
may cause extensive delays and a possible ending of the proposed activity if
it is not considered early in  the site selection process for waste disposal.

CONCLUSIONS

     Federal environmental legislation governing ocean disposal of manganese
nodule processing wastes  consists  primarily  of two acts:  the Clean Water
Act  (CWA)  which regulates  ocean  discharges, and  the Marine Protection,
Research, and Sanctuaries Act (MPRSA)  which  regulates ocean dumping.  It
appears that the ocean need  not  be excluded from waste management  strategies
for the disposal  of  manganese  nodule  processing wastes  based  upon close
review of both statutes and  their existing regulations.
                                   37

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     Characterization  studies  of manganese  nodule  processing wastes indicate
that the wastes can  meet  the environmental  criteria and permit requirements
for "strictly regulated dumping"  and  "trace constituents and other limited
materials" for ocean dumping,  in  addition  to meeting  some of the stringent
state water quality  standards  for point  source discharges.
                                   38

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                      3.   OCEAN  DISPOSAL TECHNOLOGIES


     This chapter discusses  present and  potential  ocean disposal technology
and the resulting  fate of material.   Because the method  of disposal  can
significantly  influence  the fate  of  material, each method is considered
separately.  The application  to  manganese nodule processing rejects of three
basic methods of ocean disposal  are considered; ocean dumping, pump out of
ships or barges at sea, and  ocean outfalls.  Each disposal method discussion
is followed by a brief discussion of the fate of solids disposed of by that
method.  In the case of ocean dumping  from a  barge, a simplified procedure
has  been developed which can  be  used  to estimate solids  transport  and
dispersion.  A detailed  technical  discussion  of  the  procedures and their
limitations  are described  in  Appendix B.   These procedures  are  used in
Chapter  6 to  estimate the  fate of waste materials  discharged  to
representative disposal areas.  These estimates  are very approximate,  and
should be used only to qualitatively  differentiate dumping strategies  and
locations.  Many of the technical difficulties are  discussed in Appendix  B.

DISPOSAL TECHNOLOGY

     Conventional  technology  for the disposal  of wastes in the ocean  employs
bottom dump  barges,  split  hull barges,'ocean outfalls, and  specialized
sludge dumping ships.  Much  of this technology is  adaptable to the disposal
of manganese nodule processing wastes.

Ocean Dumping

     Approximately 90 percent of the waste  tonnage  dumped at sea in 1979  was
dredged material dumped by barge or hopper dredge.  Both types of  vessels
release their load through the bottom of the vessel.  Bottom dump barges  and
hopper dredges are partitioned  into a  number of compartments, each fitted
with a set of bottom doors.   The bottom door system usually consists of a
pair of doors (port and starboard) running the length of each compartment
and hinged along the outboard edges so  that they open downward.

     The barge is  towed to the dump site by a  tugboat.  When the barge is  in
position  to  dump,  the bargeman releases each  set of  doors.  He  first
releases the  hopper at either the bow  or stern  and then releases the hopper
at the opposite end.   The alternating pattern is  continued until the last
hopper is discharged  in  the midships area.   This procedure prevents  the
vessel  from  going  far out  of  trim  during  a dumping cycle.  The  total
unloading time for  a manually operated  barge consists of the time to  release
and dump  one hopper  and to walk  back and  forth over  the deck route.
According to  Johanson  et  al.  (1976), a 3,060 m3 (4,000yd3)  barge releases
and dumps a single  hopper in 1 min with a  time of 6 min required to empty
the entire  barge.
                                   39

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     The bottom dump  barge  is being replaced  by the  split-hull or clamshell
barge.  Although  still in use,  a  limited survey  of barge manufacturers
revealed that bottom  dump  barges  are no longer  being manufactured in the
United  States.   New  barges  specifically designed  for ocean disposal  of
manganese nodule processing waste  would  probably  be  of the split-hull
design.  Split or  clamshell barges  are designed  with hulls that hinge open
to release the load through the bottom.   Figure 3  shows  a 2,294 m^ (3,000
yd3) split-hull  barge in open and closed configuration.

     The split-hull design  eliminates practically all  of the manual effort,
and it empties the entire  load  in  one operation.   One lever controls the
hydraulic piston which rotates the hull  open to release  the load over the
entire hopper length.  When opened, the hull  is  held  open by buoyant forces.
When closed, hydrostatic pressure acts to keep the hull closed.

     The split-hull dumping sequence  is illustrated  in Figure 4.  The time
required to empty  is  only  a few seconds.   The  opening of the barge can  be
stopped at any position to  regulate the rate of  material discharge.

     The  split-hull barge  is more  versatile than  the conventional
bottom-dump.   If maximum  dispersion  of  the waste  is  desired, the  hull
opening can be controlled.  The split-hull can be  opened quickly (in seconds
as opposed to 6 min)  to achieve maximum concentration  of the waste.

     The barges illustrated in  Figures 3 and 4 are  Manitowoc "Hydro-Dump"
barges.  Standard  sizes range from 153 m3 (200 yd3) to  3,060 m3 (4,000 yd3).
Specifications for the  largest standard size are presented below:

     Size                        3,060 m3              4,000 yd3
     Approximate capacity    4,900 metric  tons         5,400 tons
     Length overall                  72 m                 236 ft
     Length beam                  16.2 m                  53 ft
     Depth midship                 6.4 m                  21 ft
     Loaded draft                   6.0 m                  20 ft
     Light draft (closed)           1.2 m                   4 ft

Barges of greater  capacity could be designed  and  built.  The largest barges
currently being  built in the United States are designed for carrying liquids
and exceed 55,000  dwt.

     A single manganese nodule processing  plant is  estimated to generate
from  approximately  2.7 to  3.5 million metric tons  per  year  of
hydrometallurgical rejects.  This represents  approximately 550 to 700 dumps
from the largest standard-sized barge (4,900 metric tons).   Assuming 300
working days  per year, dumps would occur at a rate of  from 1.8 to 2.4 dumps
per day.
                                   40

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Figure 3.   A split-hull bottom dump barge in open and
            closed configuration.
                          41

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Figure 4.  The  dumping  sequence  of a  split-hull  barge.
                         42

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FATE OF OCEAN DUMPED MATERIAL

Barge Dumping

     Disposal of waste material into the ocean  using barges results  in dumps
of relatively short duration  ranging from a  few  seconds for a  split hull
barge to several  minutes  for a  hopper barge.  The discussions which follow
consider only instantaneous dumps in water deep enough for the dump  material
to be considered as a hemispherical  cloud.  A schematic representation of an
instantaneous dump is presented in Figure 5.   Dumps in relatively shallow
water where the duration  of release is comparable to the time required for
the cloud to impact the bottom  are  described  elsewhere (see Barnard 1978).
If the water depth is not sufficiently  great, the plume of waste  material
impacts the  bottom before equilibrium of the plume  and the surrounding
seawater is reached and surges along the bottom.

     The physical  processes which govern the behavior of the dumped  material
in deep water are  divided  into 3 phases:  the convective  descent,  the
dynamic collapse,  and the passive diffusion.   The division of the processes
into these three phases  is found in  the  modeling efforts of Koh and Chang
(1973) and Brandsma and Divoky  (1976), and is schematically illustrated in
Figure 6.  The plume can  be  represented  as a  hemispherical  cloud.  During
the convective descent, the  cloud  falls  at a  rate determined primarily by
its  total  mass and  size and  entrains  ambient  water.   The  sizes of  the
particles which compose  the  solid portion of the cloud are  of secondary
importance during  this  phase.  The  downward force on  the  cloud is  its
negative  buoyancy,  which decreases  as  it entrains ambient  water.   The
resisting forces  are primarily due  to  drag.   The dynamic collapse phase
occurs when the cloud has  entrained  sufficent water to reach the point where
density of  the cloud equals that  of the surrounding  water.  Due to its
downward momentum, the  cloud continues to fall  past  the level of neutral
buoyancy entraining water which  results in the cloud  becoming positively
buoyant.   The  successive  buoyancy  changes  produce  a rise and  fall
oscillation about  the position of neutral  buoyancy.   These  oscillations
cause the cloud to flatten and behave  more and  more as individual particles.
The  passive diffusion phase  begins at  this point.   The particles  are
advected by local  currents and dispersed  laterally by horizontal diffusion.
The particles settle at  a rate determined by their fall  velocity and any
vertical  currents.   If the particle  size is small  enough, vertical diffusion
will  alter  the particles'   rate of descent.   These motions continue until  the
particle settles on  the sea floor.

     There are  basically two types  of  fate  for material discharged  by
instantaneous dump.   The  falling cloud can be trapped  at some depth in the
water column, and is eventally  transported  and diffused by horizontal
currents while the  particles fall  at  their respective fall velocities.  The
other possibility  is that  the cloud will  impact the bottom.   The resulting
surge will  spread  out  radially, and eventually will be  transported
horizontally  by the ambient currents until  the particles  settle on the
seafloor.
                                   43

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REFERENCE:  Pequegnat et al, 1931
                                                            VERY LCW DENSITY  MATERIAL
                                                                LOW-DEHSinr MATERIAL ON Tt«RMO-PYC WCLI
             DISPOSAL SITE  BOUNDARY
            Figure 5.   Schematic representation  of ocean dumping.

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                     CONVECTIVE DESCENT

                                        ENCOUNTER
                                         NEUTRAL
                                         BOUYANCY
COLLAPSE
PASSIVE
DIFFUSION
         DIFFUSIVE SPREADING
           GREATER THAN
         DYNAMIC SPREADING
Figure 6.   Idealized discharge from moving vessel

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     A method to  determine the area as  well  as the average concentrations,
or height (if the cloud impacts the bottom) at 4 hours time is described in
Appendix B.   The  method is very approximate and is useful  only to give  rough
qualitative comparisons  between alternative  disposal  procedures.  A
discussion of the technical  difficulties with the method is contained in
Appendix B.  Several figures are presented below which  summarize the
predictions.  Also discussed  is an example computation.   Figure 7 shows the
horizontal area covered by an instantaneously dumped cloud after 4 hours as
a function of trapping level  and initial dump volume.   Figure 8 shows the
dilution achieved after 4 hours.  For initial  cloud densities equal 1.4
g/cm^ and 2.0 g/cnr Figures  9 and 10 give the  thickness of  the sediment
layer if the solids suspended  in the  dump cloud  were to fall  uniformly in
the horizontal cloud area after 4 hours  time.

     As an example suppose 1,000 m^ having bulk  density  equal  1.4 g/cm^ is
discharged  in oceanic waters having depth  250  m  (820  ft)  and constant
normalized density gradient e= Ixl05/m  (3.1xlO"°/ft).   The equation for the
trapping level  draax contained  in Appendix  B shows  that the dump  cloud
reaches its  equilibrium level (trapping level)  212  m  (696  ft)  below the
surface.  Using Figure 7, the area equals 0.034 km2 and  using Figure 8, the
dilution is  1,300.  The average material thickness, using  Figure 9, is 5 mm.
If the solid material in the  cloud had  a density  equal 3.4  g/orr and no
particles have diameters  greater  than  121  urn, then the largest  particles
will  fall no  more than  1.4  m (4.6 ft)  after the dump  cloud reaches the
trapping level.

Surface and  Subsurface Dispersal

     An alternative to dumping  processing waste from a  barge  is to pump the
material out,  discharging the slurry to  the surface or  to  greater depth.  By
pumping out  the barge, bottom dump capability is no longer needed.  Existing
vessels or barges, such as ore carriers,  could be modified  for slurry pump
out capability to dispose  of  the manganese  nodule processing waste.  The
transport ships used to convey  manganese nodules from the  mining site to the
processing plant  could also be  designed  to discharge  the waste at sea.

     The maximum possible dispersion  of the  waste could be  achieved by
pumping the waste slurry  into the wake  of  a moving barge  or ship as it
traverses a course of many  miles.   This technique is  currently used to
dispose of acid  wastes at the New York  Bight acid waste dump  site (NOAA
1975).   The disadvantage  of this method is  that the waste achieves the
maximum  residence  time in  the  euphotic  zone  where it  may impact
phytoplankton  and zooplankton  populations.

     This problem can be  avoided  by discharging the  slurry  through a pipe
extending downward below  the  euphotic  zone to depths  of 50 to 100 m (160 to
320 ft).   This concept,  referred  to as shunting, is used in the  offshore oil
and gas industry to minimize  dispersion of  drilling muds  and cuttings.
U.S.  Army Corp of Engineers  has also evaluated  this concept  for accurate
placement of dredged  material  into offshore borrow  pits (Johanson et al..
1976).
                                  46

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  100
   50
   10
    .5
LU
EC
   .05
   .01
  .005
      - V=5000m3

        V=4000m3
                       V= initial volume of dump
              •V=3000m3

             - V= 2000m3

           -V=1000m3

          -V=500m3

        -V=200m3

I   I   I  I ! I I I I      I 	I   I  I I I I I I	I   I   I I  I I I I
     10
       5O    TOO          500   1000


               WATER DEPTH  (M)
                                                       5000 10000
   Figure  7.   Horizontal  area covered  by instantaneous  dump
               cloud 4  hours after dumping as a function of
               trapping  level.
                              47

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1000
 500 -
                            I    I  I  I I I  Ml
                                    v= initial volume of dump
                                      V=200m3
                                    V=500m3
                                   V = 1000m3
                                  V= 2000m3
                                 V= 3000m3
                               V= 4000m3
                              V= 5000m3
                                I  !  I  I I I II
                                               I      II
                                   50O   1000
5000 10000
                         WATER DEPTH (M)
   Figure 8.   Dilution achieved by instantaneous dump cloud
              4 hours after  dumping as a function of trapping
              level.

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 1000
  500
  100
   50
   10
S   5

(A
V)
UJ
z
*
u
I
   .5
  .05
  .01
    10
                     V = 5000m3

                       = 4000m3

                        = 3000m3

                         = 2000m3

                          = 1000m3

                          V=500m3

                            = 200m3
                                       V = initial volume of dump   —
           I   I   1 I  I I 111
            I	I
50    100
                                    5OO   1000
5000 10OOO
                          WATER DEPTH (M)
   Figure  9.   Thickness of  sediment layer  if  the solids
               suspended in  the dump cloud  were  to fall
               uniformly in  the horizontal  cloud area after    ,
               4 hours time  (initial cloud  density = I.4 gm/cm  )
                              49

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 1OOO
  500
           I   I  I  I  I I I 11     1   I  I  I  I I I 11
  100
   50
to
(A
O
X
   10
S   5
    .5
   .05
   .01
     10
                      = 500Om3

                      V = 40OOm3

                       V=3OOOm3

                        V= 2000m3

                         V = 1000m3

                           = 500m3

                           V = 2OOm3
                                       V= initial volume of dump   _
50
                       10O
                                    500   1000
                                     5000  10OOO
                          WATER DEPTH (M)
    Figure 10.  Thickness  of  sediment layer  if  the solids sus-
                pended  in  the dump cloud were to  fall  uniformly
                in the  horizontal  cloud area after-4 hours  time
                (initial cloud density = 2.0 gm/cm ).
                              50

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     Other examples  of  barge pump-out capability  exist.  These include self
loading and unloading,  bulk and  liquid barges in  the 7,000 to 20,000 dwt
range and pump-out barges commonly used  in  Europe to unload and pump ashore
dredged material  from transport barges (Johanson et  a!., 1976).

     An additional concept which can be  added  to  the pump down technique is
the use of a diffuser plate at  the  end of the discharge pipe.  The purpose
of the diffuser, developed  by the  U.S.  Army  Corps of Engineers (Barnard
1978), is to minimize the momentum  and energy of the  discharge as it exits
the pipe.  The diffuser, shown in Figure 11, thus reduces the dispersion of
the slurry.  The  material will  basically fall out  the diffuser rather than
act as a turbulent jet.

     The diffuser concept is  most  applicable  to pump down  in  relatively
shallow water, approximately 60 m (200 ft).   The diffuser could be placed on
the bottom, if flexible  pipe can  be  used, or maintained at a safe distance
above the bottom  at  the  end  of a rigid  pipe string.  The material  creates
clouds around the diffuser from  which particles  would settle individually.
The buoyant liquid fraction could  however rise  to the  surface or to some
level of neutral  buoyancy.

     The farfield behavior of material continuously discharged into the sea
from a pipe  aboard  a ship is  similar to the passive diffusion  stage of
dumped material.   The nearfield behavior  is  different in that the initial
flow is similar to a jet and not a single  cloud.  The  flow of a buoyant jet
into an ambient fluid is  well  known  (Koh  and  Brooks  1975) and a number of
computer models exist, which predict the level of  neutral  buoyancy of the
resulting plume  (see  Teeter and Baumgartner  1979  for example).
Particle-laden jets  appear  to  entrain water  less efficiently (Ditmars and
McCarthy  1975)  and,   hence,  the  level  of   neutral  buoyancy  for  a
particle-laden jet will  be  greater  than  that  of  a negatively-buoyant jet.
In most present ship discharges  of  this type, the  end of the pipe is close
to the water surface.   Thus, prediction of the  trapping level depends on the
wake  of  the ship as well as  location  and  orientation of the pipe  (see
Brandsma and Wu 1980).   Regardless of  the  complexities of the flow near the
exit pipe, the jet plume reaches equilibrium quickly.  From a distance, the
resulting cloud looks like a continuously  generated pulse source.   This can
be approximated by  an  exponential   function  (Lavelle and  Oztergut 1981).
Advective transport  in the open  ocean is primarily horizontal.  Horizontal
currents commonly  have  speeds  measured  in cm/sec.   Since 1 cm/sec = 0.864
km/day, a waste field would likely be advected a number of km/day.   Vertical
advective transport  is ignored, although  vertical  currents during periods of
upwelling may influence the fall  velocity of very  small  diameter particles.

     Predictions  of  the convective descent  phase of a jet depend on enough
parameters so that a method as  simple as  the method for instantaneous dumps
is not possible.   In Appendix  B, the  farfield  model of Brooks'  is used to
obtain some passive  dispersion  results.
                                   51

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                                        MOUNTING FLANGE
                                      SLURRY FLOW
           CONICAL DIFFUSER
           SECTION
        GASVENT
GAS SHROUD
              ABRASION PLATE

       IMPINGEMENT PLATE
                                                   TURNING & RADIAL
                                                   DIFFUSER SECTION
                                                    SUPPORT STRUT

                                                    RADIAL DISCHARGE
                  ///                77T

                       BOTTOM SEDIMENT
7/r
//r
                                        REFERENCE: Barnard 1978
   Figure  11.    Submerged diffuser.
                                52

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Marine Outfalls

     Occasionally outfalls  are  used to dispose  of  waste material in slurry
form.  There are basically two possible strategies  for discharging wastes
through an outfall  into  marine  waters.  One is to make  the discharge mixture
have a specific gravity  greater than  seawater,  while the other is to make
the mixture have a specific gravity less than seawater. These possibilities
are schematically shown  in  Figure  12.   Heavier-than-water slurries must be
discharged on a sloping seabed to ensure that  the settled material moves
downslope away from the  outfall and does not  accumulate at the outfall site.
This method has been used  in  a number of locations.   The Hyperion sludge
outfall in Santa Monica  Bay discharges municipal  waste  sludge at the head of
a submarine canyon.  An  outfall  in Rupert Inlet on  Vancouver Island, B.C.,
discharges mining waste  into  a  fjord (Evans  et  al.,  1979).  Other examples
are described in Chapter 5  of  this report.   Properly  designed, this method
offers a number of advantages.  The  movement of  the material  is independent
of  the water column  density structure.   Impacts are restricted  to  the
benthic  environment.   Only  bottom  currents   affect the  motion  of  the
material.  Problems can  develop however.   At Hyperion, internal waves  can
cause  surges in the submarine  canyon which  can  transport material  from  the
outfall diffuser upward  and onto the  shelf.   Deep water upwelling at a sill
in  Rupert Inlet occasionally transports solids up into  the water column.   In
both examples, the diffuser is  in  relatively deep water [on the order of 61
m (200 ft) or more].   Hence,  oscillatory bottom currents due to wind waves
are not likely to resuspend  settled solids  unless  the waves are high  and
have long periods.

     Some care  must  be  used  in the design  of  the  outfall.   If the flow
behaves as a turbidity current, then  gravity causes the current to seek  the
greatest possible depths.  Energy  losses  due  to friction  can stop  the
current on a mild slope.   However,  sufficient mounding will induce slumping
and further movement.  If  the  initial  discharge velocities are too high,  a
portion of the turbidity current  may separate  from  the seabed and form  a
cloud  in the water column.   Once  formed,  this cloud  would be advected  and
dispersed by the ambient ocean  currents.    This situation occurs in Alice
Arm, British Columbia, where mine tailings  are discharged near the head of  a
fjord  (Burling et al., 1981).  Burling et al.  (1981) suggests  that the cloud
may be caused by a hydraulic jump occuring  in  a supercritical  discharge.
The mechanics  of separation  do  not appear  to  be  understood at  present.
Clouds may also  separate  from the  turbidity current due to the positive
buoyancy of the fluid  in the slurry  (usually fresh water) with respect to
the ambient seawater.  Thus, it  appears that  flows which initially have as
small  a  water content  as  possible and discharged  slowly may avoid  the
problem of cloud formations.   Physical  simulation of  slurry  jet discharges
are needed to develop an understanding of their behavior.

     The  procedure  of discharging  mining wastes  in  mixtures which have
specific  gravities  less  than that of saltwater appears  to be impractical  and
has  evidently never been  attempted in  the  U.S.  The advantage of such  a
scheme would be that the discharge plume is  trapped in  the water column  and
advected  away from  the diffuser site by the ambient  currents.  Aside from
the  high  turbidity  levels which  would  occur  near the  trapping level  of  the
                                   53

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  A.
                        • WATER SURFACE
                                   OUTFALL PIPE-
  B.
                        • WATER SURFACE
                                             AMBIENT
                                            • CURRENT
                                             DIRECTION
                                              OUTFALL
Figure 12.  A)  Negatively buoyant  discharge on  a  sloping
               bottom.
            B)  Positively buoyant  discharge on  a  horizontal
               bottom.
                          54

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wastefield, the principal problem  is  the amount of fresh water  required to
reduce the specific  gravity of the slurry to  less than that of seawater.

ADDITIONAL CONCEPTS

Block Formation

     As previously  noted, the particle  size of dumped  rejects  has a very
important influence  on  their eventual fate.   Very small particles, in the
micrometer range,  settle  very slowly and  can  be widely dispersed.   Particles
in  the millimeter size  range  settle relatively  quickly.   If  the
concentration of the waste within  a  small  area of  the  seabed  is desired,
this  could be done  by  artifically  increasing the particle  size.   For
example, rejects  formed  into brick-size  blocks would sink very  rapidly and
remain in distinct  piles  on the bottom.

     Other advantages accrue in addition to rapid sinking.  The particle
surface area  of  the blocks in  contact  with seawater  is extremely small
compared  to  unmodified  rejects.   The  opportunity  for  potentially toxic
constituents to exchange  from the  reject solids to the  ambient  seawater is
therefore greatly  reduced.  The  second  potential advantage is that  rejects
in large blocks could be placed  as  an  artificial reef.   Such  reefs could
actually enhance  biological communities on the continental shelf.

     The idea of  forming  waste  material   into blocks  and forming  reefs has
been investigated  by  Woodhead et al.  (1979).  Experimental reefs  were formed
of  fly  ash and scrubber sludge from coal-fired.power  plants  at  a  site
located  approximately  1.3 km  (2 mi)  south of  Fire   Island,  New York.
Woodhead et al. (1979) found that  the  blocks of power plant  waste retained
their  physical integrity  in  seawater  and  did  not  appreciably  erode  or
dissolve.   Extensive  tests showed no  adverse  effects to marine  organisms.

     A final  advantage may exist in the  ability  to recover the  disposed of
rejects.   Rejects  generated by  the  "three-metal" processes  still contain
potentially valuable  quantities  of manganese.   Blocks deposited  in shallow
water [less than 90'm  (200 ft)] may be much more feasible to  recover than a
deposit of untreated  rejects.

     The technical and economic feasibility  of  forming  blocks with rejects
is not  known.   Substantial  work  would be necessary  to determine  the
feasibility of  this alternative.

Capping

     Once  a deposit of manganese  nodule rejects is in  place on  the  seabed it
may be possible to cover  (or cap) the  deposit with uncontaminated  sediments.
This would prevent long term impacts  of the deposit.   For  example,  if it was
found that benthic organisms were concentrating  undesirable  compounds from
the reject deposit, a cap  of  clean sand could  be  dumped on  top  of  the
rejects to isolate the  rejects  from  the  organisms.    This  concept  is
currently being evaluated by the Corps of  Engineers,  New  York District
(Suszkowski  1982).
                                   55

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     Approximately  764,500 m3 (1,000,000 yd3)  of contaminated dredged
material  were  deposited  in  approximately  21  m  (70 ft) of water at  the New
York Bight  mud dump  site.   Approximately  1,530,000 mj  (2,000,000yd3) of
clean sand  was then deposited  to  form a 0.6  m-  (2 ft-)  thick  cap over the
contaminated sediment (Suszkowski  1982).  The  New York District  is  currently
performing  studies to determine the  effectiveness of the capping technique.

     Capping may be an  effective technique  to  isolate  manganese  nodule
processing  rejects, if required, in shallow  water [less  than approximately
300m (1,000  ft)].  The ability to  control  the placement  of dumped, or
pumped down, material  decreases as water  depth increases.  The  amount of
cover material required  to  cover  a  reject deposit  in  deep water  may prove
prohibitive.

     The  capping  technique may also  prove useful  in  reverse.   Manganese
nodule processing rejects may prove  to be  suitable as a cover material.  In
this case,  rejects could be used to  bury  and isolate potentially  harmful
wastes such as highly contaminated dredged material  or low-level  radioactive
wastes.
                                  56

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                    4.  CURRENT OCEAN DISPOSAL ACTIVITY


     Untreated municipal wastewater was probably  the first material to be
discharged to  the  ocean in any  large quantities.   The  earliest type of
material dumped  in the ocean was  dredged material  from harbor entrance
channels.  Regulation of this form of dumping began  in 1888, primarily
because of concerns of  possible interference with navigation.  New  York City
began dumping sewage  sludge  at a  s.ite  19  km  (12 mi) outside the  harbor in
the 1920s.   Ocean  dumping of  industrial  wastes in  significant quantities
began on the  Pacific  and Atlantic  Coasts in the  1940s and  on the Gulf Coast
in the  1950s.  As  with dredged  material,  where  regulations  existed
concerning municipal  sludge and industrial wastes, the primary  concern was
not over environmental  impacts, but with constraints on navigation  (Wastler
1981).

     Since World  War II,  the  U.S.  government  has disposed of  obsolete or
unserviceable equipment, ammunition,  rocket fuels, and other unsalvageable
war materials in  deep waters off the U.S. coasts.  Generally the material  is
transported by barges and ships and dumped over the side.  However, within
the last 20 years,  gutted World War  II  cargo ships are loaded with material-
and sunk in water with  depths over 1,800 m  (6,000 ft) (Wastler 1981).

     The Atomic Energy  Commission  disposed  of limited quantities  of  packaged
radioactive waste materials between 1946  and  1967 (Wastler 1981).  In most
cases the material was packaged  in  55-gal  steel drums.   Four principal
radioactive  waste  disposal  sites  were utilized.   Two sites were in the
Pacific Ocean near  the  Farallon Islands,  with  depths of about 914 m (3,000
ft) and 1,700 m (5,600  ft).  Two  sites in  the  Atlantic Ocean had depths of
2,800 m (9,200 ft)  and  3,800 m (12,500 ft), and were located 193  km  (120 mi)
and 322 km (200 mi)  off  the  Maryland-Delaware  coasts, respectively (EPA
1979).

     Nearly 300 ocean dump sites have been  used historically, mostly for
dredged materials.   Public interest in  the effects of materials disposed of
at these sites  was  aroused in 1969 -  1970 due to incidents involving the
disposal of chemical  warfare agents.   Simultaneously, studies completed by
several  universities and  NOAA identified potentially adverse effects of
industrial  waste and sewage  sludge disposal  in the New   York  Bight.  The
Council  on Environmental  Quality  reported  in  1970 to the President and
identified  poorly  regulated  waste disposal as  a potential marine
environmental  danger  (EPA 1980b).

     Subsequent chapters of this  report evaluate  the potential impacts of
reject disposal at  generalized locations  (i.e., mid shelf, shelf edge, and
deep ocean) within western  Gulf  of Mexico, southern California, Pacific
Northwest,  and  Hawaii regions.  It should be  noted that  interim and final
designated disposal  sites exist nearshore  in each  of these regions for
disposal of dredged material  (Table 9).   These  sites are not specifically
addressed  in this report.   They are  theoretically, however, potential
disposal sites  for  manganese  nodule processing rejects. The possibility of
using these sites to  dispose  of materials other than dredged material is not
known.

                                   57

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WASTE QUANTITIES AND  DISPOSAL SITES

Ocean Dumping

     Approval  of ocean  dumping  sites  is the  responsibility of EPA.
Presently, 142 disposal  sites  have been designated - 12 for municipal and
industrial wastes and 130 for dredged  materials  (Smith 1981).   All  sites
except the incineration site in the Gulf of  Mexico are designated  as  interim
approved, based  primarily  on  historical use.   The Gulf of  Mexico  at sea
incineration  site was given final  designation in 1976, for a 5-yr period of
use.  Final  designation  was  given to  an incineration at  sea site  in the
Pacific  Ocean  near  Johnston Island  for  disposal  of  the herbicide  Agent
Orange; however,  the  period of use  was for only 3 months in 1977.

     In 1979, all  ocean  dumping of materials  other than dredged material
occurred at  sites in  the Atlantic  Ocean, with the exception of a single site
in the Pacific Ocean  where 998 tons of abandoned vehicles and equipment were
dumped near  Kwajalein Island  under a  special  permit.   Table 8 shows the
location, principal waste  types,  and status of  ocean disposal sites.  The
two sites in  the Pacific Ocean are  located near  Johnston and  Kwajalein
Islands.  The sites which have received the greatest use include  the  sewage
sludge sites  in the New York Bight  and off Maryland  (the Philadelphia  sludger,
site) and the industrial  waste  sites off New York (deepwater dumpsite 106
and  the  New  York/New Jersey acid waste  dumpsite), Puerto Rico (near
Arecibo), and on  the  Gulf  Coast  (the Galveston  site and Mississippi  River
site).  The Mississippi  River,  Galveston,  New  York/New Jersey acid  waste,
and the Philadelphia sludge  sites have been abandoned  (Anderson et al.,
1979).  The  only  sites still in use for municipal  and industrial  wastes are
the Puerto Rico chemical  waste  site, deepwater  dumpsite 106, the New York
Bight, and the Gulf incineration  site  (NOAA 1980; Anderson et al.,  1979).
Dumping at these  remaining  sites  is scheduled  to decrease.  Of the four
industrial permittees at the deepwater  dumpsite 106, three are scheduled to
cease  ocean  disposal by  the  end  of 1981.  The  remaining  permittee,  Du
Pont-Grasselli, will  be  permitted  to continue  because  the waste complies
with current  EPA  criteria  and  because  no viable  land-based alternative is
available (EPA 1980b).   Dumping  of municipal  sewage sludge at deepwater
dumpsite 106 may also be  curtailed,  depending  on capacity and  health
considerations at the New York  Bight site.

     The 130  dredged material  disposal  sites granted interim  status  by EPA
are  scattered along the Atlantic,  Gulf, and  Pacific coasts.   Efforts
currently underway are developing  environmental  impact statements to  enable
permanent designation of 50 ocean disposal sites  (COE 1980).   These 50 sites
were the only sites receiving dredged material  in  1979.  Table 9 indicates
the latitude  and longitude  of  these sites.  The  most active site  is the
Southwest Pass dredged material  disposal site located in the  Gulf  of Mexico.
Other large-scale active disposal   sites  are the Mud  Dump  site  in the New
York District and  sites at the mouth of the Columbia River  in the Portland
District  (COE 1980).   Although four coastal  districts  (Seattle, Norfolk,
Baltimore, and  Philadelphia) reported  no  dredged  material  ocean disposal
activities in 1979,  dredged material dumping  is expected to continue
utilization of ocean disposal  sites  in the future.
                                   58

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                          TABLE 8.   OCEAN  DUMPING  SITES  FOR MUNICIPAL AND  INDUSTRIAL WASTES
              Site
                                        Location
  Primary Use
  Status (as of July 1982)
en
 1.  Region II Sludge
     (NY Sludge Site)

 2.  Region II Industrial
     Wastes Site
     (Galveston Site)

 3.  Region II Industrial
     Wastes Site ("106" Site)

 4.  Region III Sludge Site
     (Philadelphia Sludge
     Site)

 5.  Region III Acid Site
     (DuPont Site)

 6.  Region II Acid Site
     (NY Acid Site)

 7.  Region VI Industrial
     Wastes Site (Mississippi
     River Site)

 8.  Region I Industrial
     Wastes Site

 9.  Region II Industrial
     Wastes Site (Puerto
     Rico Site)

10.  Region II Construction
     Debris Site (NY "Cellar
     Dirt" Site)
                                   40°22'30"N  to 40°25'00"N
                                   73°41'30"W  to 73045'00"W

                                   27°12'00"N  to 27°28'00"W
                                   94°28'00"N  to 94°44'00"W
                                   38°40'00"N  to  39°00'00"N
                                   72°00'00"W  to  72°30'00"W

                                   38020'00"N  to  38°25'00"N
                                   74°10'00"W  to  74°20'00"W
                                   38°30'00"N  to  38°35'00"N
                                   74°15'00"W  to  74025'00"W

                                   40°16'00"N  to  40°20'00"N
                                   73°36'00"W  to  73°40'00"W

                                   28°00'00"N  to  28°10'00"N
                                   89°15'00"W  to  89°30'00"W
                                   43022'30"N  to  40°25'00"N
                                   73°4r30"W  to  73°45'00"W

                                   19°10'00"N  to  19°20'00"N
                                   66035'00"N  to  66°50'00"W
                                   40°23'00"N,  73°49'00"W
                                   0.6 nautical  mile  radius
Municipal sewage
sludge
Still in use
Industrial wastes    Interim approved (never used)
Industrial  wastes    Interim approved
Municipal sewage     Terminated December 1980
sludge
Acid wastes
Acid wastes
Terminated December 1980
Final approved
Industrial wastes    Terminated
Industrial  wastes    Terminated
Industrial  wastes    Terminated September 1981
Construction or      Proposed for final  approval
demolition debris

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 TABLE 8.   (Continued)
11.  Region VI Gulf of
     Mexico Ocean
     Incineration Site
12.  Region II Wrecked
     Vessel Dump Site
     (NY "Wreck" Site)

13.  Region I Industrial
     Wastes

14.  Region IV Industrial
     Waste Site
15.  Region II Wood
     Incineration Site

16.  Headquarters Herbicide
     Orange Incineration Site

17.  Region IX
     Kwajalein Ocean
     Dumping Site

18.  Region II Alternate
     Sewage Sludge Site

19.  Region IX
     San Nicholas Site
27°06'12"N, 93°24'15"W
26°32'24"N5 93°15'30"W
26019'00"N, 93°56'00"W
26°52'40"N, 94°04'40"W

40°10'00"N, 73°42'00"W
0.5 nautical mile radius
42°25'42"N, 70°35'00"W
1 nautical mile radius

31°46'00"N, 80°30'00"W
31°47'06"N, 80°29'00"W
31°48'00"N, 80°30'30"W
31°46'30"M, 80°32'00"W

40000'00"N to 40°04'20"N
73°4rOO"W to 73038'10"W

15°45'N to 17°45'N
171°30'W to 173°30'W

08°47'N, 167°36'W
40010'30"N to 40°13'30"N
72°40'30"W to 72°43'30"W

San Nicholas Basin
At-sea incineration  Final  approved
Wrecks
Terminated
Industrial  wastes    Terminated
Industrial  wastes    Terminated (never used)
Incineration of
wood

Incineration of
herbicide orange

Waste material from
Kwajalein Missile
Range

Sewage sludge
Drilling fluids
Interim approved


Terminated


Terminated
Interim approval,
not used yet

Final approval
(still in use)
Sources:  EPA (1977), Ramsey (1982), and 40 CFR Part 228.12.

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TABLE 9.  DREDGED MATERIAL OCEAN DISPOSAL  SITE  LOCATIONS AND
          DISPOSED YARDAGES FOR CALENDAR YEAR  1979
NORTH LATITUDE WEST LONGITUDE
in degrees(°) In degrees(')
ninutes(') and minutes(') and
# secondsC1) seconds(")

1. 43 34 06 70 01 48
2. 42 25 54 70 3" 55
3. 40 21 "8 73 51 28
"4. 40 32 30 73 54 00
5. «0 35 06 73 "7 06
6. 33 50 00 78 02 30
7. 34 40 00 76 141 00
8. 33 n 13 79 07 20
9. 32 05 "0 80 35 30
10. 32 38 06 79 "9 21
11. 31 57 55 80 «6 58
12. 31 02 35 81 17 "0
13. 27 35 "9 82 51 75
It. 27 35 32 82 5t 42
15. 27 35 "1 82 52 36
16. 27 35 58 82 "9 39
17. 27 09 53 80 09 30
18. 26 46 00 79 58 55
19. 30 "2 00 81 19 05
20. 30 21 30 81 18 3"
Atlantic Ocean Subtotal 20 sites

1. 30 1 1 18 88 58 2"
2. 30 11 54 88 33 06
3. 30 10 00 88 07 42
"4. 29 28 53 89 08 08
5. 28 54 24 89 26 03
6. 29 15 00 91 27 00
7. 29 it 30 93 20 40
8. 29 27 00 93 44 00
9. 29 29 00 93 "5 00
10. 29 32 00 93 "47 00
n. 29 36 00 93 49 00
12. 29 17 00 9t 38 00
13. 28 5t 00 95 17 00
14. 28 24 00 95 19 00
15. 26 3"4 17 97 16 12
16. 26 01 00 97 06 00
Gulf of Mexico Subtotal "6 sites

1. 37 "45 00 122 35 00
2. 40 145 nil 124 15 142
3. 33 37 06 118 17 24
it. 112 02 00 121 16 00
5. 1.3 21 59 12"4 22 15
6. "43 22 44 12K 22 18
7. 142 07 54 121 27 04
8. 46 15 00 12" 06 00
9. 46 114 00 12t 11 00
10. 44 01 32 124 07 37
11. 143 UO 00 12M 14 18
12. 114 36 03 12<4 06 OH
13. 6K 30 140 165 25 52
114. 21 H4 30 157 54 30
Pacific Ocean Subtotal 11 sites
TOTAL (All Sections) 50 sites
Source: COE 1980.


SITE NAME/DISTBICT LOCATION
ATLANTIC OCEAN SECTION
Portland/New England Division, ME
Marblehead/New England Division, ME
Mud Dump/New York, NY
Roc'kaway/New York, NY
East Rockaway/Nev York, NY
Wilmington/Wilmington, NC
Morehead City/Wilmington, NC
Georgetown/Charleston, SC
Port Royal/Charleston, SC
Charleston/Charleston, SC
Savannah/Savannah, CA
Brunswick/Savannah, CA
Tampa/Jacksonville, FL
Tampa/Jacksonville, FL
Tampa/Jacksonville, FL
Tarnpa/Jacksonville, FL
St. Lucie/Jacksonville, FL
Palm Beach/Jacksonville, FL
Fernandina/Jacksonville, FL
Jacksonville/Jacksonville, FL

GULF OF MEXICO SECTION
Gulfport/Mobile, AL
Pascagoula/Mobile, AL
Mobile/Mobil^, AL
Brenton Sound/New Orleans, LA
Southwest Pass/New Orleans, LA
Atchafalaya/New Orleans, LA
Calcasieu Site "C"/New Orleans, LA
Sabine-Neches/Galveston, TX
Sabine-Neches/Galveston, TX
Sabine-Neches/Galveston, TX
Sabine-Neches/Galveston, TX
Galveston/Galveston, TX
Freeport/Galvestor. , TX
Matagorda/Galveston, TX
Mansfield Site 1-A/Galveston, TX
Brazos Site-1/Galveston, TX

PACIFIC OCEAN SECTION
San Francisco/San Francisco, CA
Humboldt/San Francisco, CA
Los Angeles/Los Angeles, CA
Chetco/Portland, OR
Coos Bay Site-"E"/Portland, CA
Coos Bay Site-"F"/Portland, CA
Coquille/Portland, OR
MCR Site-"E"/Portland, OR
MCR Site-"B"/Portland, OR
Siuslaw/Portland, OR
Umpqua/Portland, OR
Yaquina/Portland, OR
Nome/Anchorage, AK
Honolulu, Honolulu, HI


61

TOTAL
CUBIC YARDS

196,069
91 ,800
8,289,7146
97,3^9
"3,213
138,836
204,846
136,978
17,015
746,977
239,463
57,456
647,000
1,147,800
665,413
555,895
57,246
48,048
2,663,505
47, 148
16,091,808

723,962
235,968
360,047
2,933,239
21,602,793
6,250,890
6,820,000
630,708
237,740
651,652
58,080
3,839,190
312,390
539,891
364,53"
859,209
46,420,293

968,661
588,892
12,425
44,230
806,785
1,220,897
82,800
5, 134,048
89,082
246,563
317,132
378,191
13,000
399,000
10,301 ,706
72,813,807


TOTAL
TONS

264,693
123,930
10,610,869
124,606
55,312
194,370
286,724
232,863
28,925
1,269,860
362,511
86,978
960,794
804,483
988, 138
825,504
85,010
71,351
5,035,305
70,015
23,382,241

1,020,786
332,715
507,666
3,535,859
22,811,434
7,405,750
7,273,530
728,468
274,590
752,658
67,082
3,870,516
483,267
919,974
572,065
1,945,969
52,022,324

1,430,410
879,830
18.637
71,653
1,306,992
1,977,853
134,136
8,317, 158
144, 313
399,432
513,754
612,669
22,000
591,271
16,420, 108
91,824,673


-------
     The type and  quantities  of materials being  dumped in the ocean under
EPA permits are  shown  in  Table 10 for the years  1973-1979.  It is evident
from Table 10 that the Pacific Ocean disposal  sites have had infrequent  use
over the 7-year  period represented.  The  same  is generally true for the Gulf
of Mexico sites,  particularly in  1978 and  1979.   The Atlantic Ocean sites
receive the vast majority of  ocean dumped industrial and municipal wastes.
Although no trend  is apparent in the total amounts of material dumped at  the
Atlantic sites over the  years,  reported quantities  for 1980 and 1981  are
expected to be less than previous years as permittees are phased out.

     Dredged materials for dumping result from  COE maintenance dredging
activities, newly  authorized  projects,  and  from  COE permittees.   Table 11
indicates the quantity of dredged  material  disposed of at sites inside  and
outside the 3-mile limit in 1979 (COE 1980).   Disposal of material from  COE
projects occurred  using both COE and private contracted vessels.

Ocean Discharge

     The Federal  Water Pollution  Control Act  (FWPCA), also  known as  the
Clean Water Act,  governs  all  discharges of  pollutants into U.S.  waters by
outfalls.   Administration and  implementation  of the FWPCA is  the
responsibility of  EPA.  Final  regulations concerning ocean discharges were
published on October  3,  1980,  and became effective  30 days later.  These
403(c) ocean discharge criteria  are  applied to all applicants for National
Pollutant Discharge Elimination  System  (NPDES)  permits  involving new or
continuing discharges.

     Of the 62,400 NPDES  permittees nationwide,  there  are 232 land-based
dischargers with outfalls  emptying into U.S.  coastal waters.  These ocean
discharges include 102 municipal wastewater treatment plants, 74 industrial
treatment plants,  25 steam electric  plants,  and 31 federal facilities.   In
addition  to these land-based ocean dischargers, there  are about  3,000
offshore oil and  gas exploration and production  platforms  which require
discharge permits  (NACOA 1981).

     The volume of municipal wastewater discharged to the ocean is  extremely
large compared to ocean  dumping.   In southern  California  coastal  waters
alone, over 1 billion gallons of treated wastewater are discharged per  day
(NACOA 1981). For the Atlantic,  Pacific, and  Gulf coasts, over  3 billion
gallons of  wastewater  are discharged through marine  outfalls  each day.
Sewage sludge is also discharged through  outfalls by Boston and Los Angeles.
The Los Angeles Hyperion plant discharges sewage sludge at the rate of about
160 tons per day.   An  average  of  about  200 tons per day of sewage sludge
from the  Deer and Nut Island  treatment plants  in Boston  is currently
discharged  to President Roads.  Ocean discharge of sewage sludge  was
originally scheduled to end by December 31, 1981.  However, because the city
of Los Angeles is  unable to comply  with this date, a recent court  order  has
extended the deadline.  The Hyperion plant must cease discharging  sludge by
1985.
                                   62

-------
      TABLE 10.   TYPES AND AMOUNTS OF OCEAN  DISPOSAL
(IN APPROXIMATE  TONS)  1973-1979 (EXCLUDES DREDGED MATERIAL)

                      Atlantic Ocean
Waste Type
Industrial waste 3,
Sewage sludge 4,
Construction and
demol ition
Solid waste
Explosives
Incinerated (wood)
Incinerated (chemicals)
TOTALS 9 ,

Waste Type
Industrial waste 1,
Sewage sludge
Construction and
demolition debris
Sol id waste
Explosives
Incinerated (wood)
Incinerated (chemicals)
TOTALS 1 ,
1973
642,800
898,900
973,700
0
0
10,800
0
526,200

1973
408,000
0
0
0
0
0
0
408,000
1974
3,642,000
5,010,000
770,400
0
0
15,800
0
9,438,200
Gul
1974
937,700
0
0
0
0
0
12,300
950,000
1975
3,322,300 2,633
5,039,600 5,270
"395,900 314
0
0
6,200 8
0
8,764,000 8,227
f of Mexico
1975
119,600 100
0
0
0
0
0
4,100
123,700 100
1976
,200
,900
,600
0
0
,700
0
,400

1976
,300
0
0
0
0
0
0
,300
1977
1,783,600
5,134,000
379,000
100
0
15,100
0
7,311,700

1977
60,200
0
0
0
0
0
17,600
77,800
1978
2,548,000
5,535,000
241,000
0
0
18,000
0
8,342,000

1978
173
0
0
0
0
0
0
173
1979
2,577,000
5,932,000
107,000
0
0
36,000
0
8,652,000

1979
0
0
0
0
0
0
0
0
Pacific Ocean
Waste Type
Industrial waste
Sewage sludge
Construction and
demol ition debris
Solid waste
Explosives
Incinerated (wood)
Incinerated (chemicals)
TOTALS
1973
0
0
0
240
0
0
0
240
1974
0
0
0
200
0
0
0
200
1975
0
.0
0
0
0
0
0
0
1976
0
0
0
0
0
0
0
0
1977
0
0
0
0
0
0
12,100
12,100
1978
0
0
0
0
0
0
0
0
1979
0
0
0
998
0
0
0
998
                            63

-------
          TABLE  11.   DREDGED MATERIAL DISPOSED OF  IN 1979
                     Inside 3-mi Limit
                                  Grand
                   Cubic  Yards    % Total
                           Outside 3-mi  Limit
                                          Grand
                         Cubic Yards     % Total
COE Programs
Corps vessel
Contract vessel

31,548,482
13,672,357

43.3
18.8

8,747,066
14,767,641

12.0
20.3
COE Permits

 103 Authority
                  0.0
          4,078,261
 5.6
NET TOTAL
45,220,839
62.1     27,592,968
37.9
Source:   COE 1980.
                               64

-------
     Except for drilling  muds  and cuttings discharged to offshore  waters,
wastes discharged  from  current NPDES  permitted  outfalls have  little
similarity to  manganese  nodule processing waste.   Existing outfalls are
designed  to discharge liquids  (mostly  buoyant).   The chemical and physical
characteristics of  solids associated with  discharges such as sewage or
sewage sludge  differ greatly from  manganese  nodule rejects.   This is
primarily because  of the high organic content  of sewage  solids.   Wastes
considered to be most analogous to  manganese  nodule  processing rejects are
mine tailings.  Mine tailings  are not currently  discharged to U.S.  waters
although it  is  being planned for  a  mine near  Ketchikan,  Alaska.  The
discharge of mine tailings to marine waters is employed most widely in
British Columbia, Canada.  The  comparison  of the physical  and chemical
characteristics of other wastes  to  manganese nodule processing wastes is
presented in  Chapter 5.  Appendix C presents  a detailed  discussion of
available information on mine tailings  discharges  to marine waters.  A
comparison of observed impacts  of mine tailings  discharges is presented in
Chapter 7.
                                  65

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        5.  CHARACTERIZATION OF NODULE PROCESSING  REJECTS AND WASTES
                       AND  COMPARISON TO OTHER WASTES


     The complex composition of manganese nodules makes the development of
efficient processing  and extraction  technology a critical  factor  to the
viability of commercial  manganese  nodule mining.   Nickel,  copper, and
cobalt, the metals  generally agreed  to  be  of primary economic importance,
account for approximately 3 percent  of the dry weight  of  an ore-grade
nodule.  These metals  are  not  present  as discrete minerals but are
disseminated throughout the nodules  in  the manganese oxide and iron  oxide
phases.  For this  reason,  the value  metals are not amenable to physical
concentration,  and  require  extraction processing of the entire  ore volume.

     The ferro-manganese  oxide matrix of nodules effectively scavenges  trace
elements  from the  ocean.   During metallurgical processing  these  trace
constituents must be either recovered as product, treated  as  impurities in
products, or relegated to the process wastes.   Although trace elements  occur
as inert compounds  in  manganese  nodules, some are considered potentially
toxic or hazardous  in  ionic forms.  In developing  a metallurgical  process to
economically extract value  metals from nodules, the chemical forms and  fates
of potentially  toxic elements also require attention.

     The majority of nickel, copper,  and cobalt currently being produced
comes  from sulfide ores  processed in  smelting  operations  utilizing
well-established extractive metallurgy.  Some  nickel and cobalt  are produced
from laterites,  silicate,  and iron oxide deposits in which  the  value metals
are distributed throughout  the mineral  matrix,  similar to manganese nodules,
and cannot be physically beneficiated.   Reduction of the laterite  oxide
matrix by pyrometallurgical  or hydrometallurgical  processes  is required
before the nickel and  cobalt can be recovered.

     A summary  of the  state of  knowledge of  nodule  processing methods and
resulting waste characteristics is  provided in this section.   This summary
is followed by a comparison  to similar  wastes, mining  waste, dredged
material,  and drilling  muds and cuttings, which are currently disposed  of in
marine waters.   Throughout, the reader should note that a  commercial-scale
processing will  produce  several  discrete waste  streams in addition to the
solids which remain  after all  the value  metals have been extracted.   These
other waste streams  are described  in  this report but are not considered to
be part of the  waste for which ocean  disposal is being evaluated.   These
other waste streams  are  relatively small  in volume  compared to the
processing rejects.   It is assumed  in  this report that the design of the
processing plant  will  allow for  separation and treatment of  these wastes
independently of  reject handling.   Separate treatment versus disposal with
the rejects is  an option  which  should be evaluated during the feasibility
studies for individual  processing  plants.
                                   66

-------
     It is important  to note also  that  the data on chemical  composition of
rejects  from the various  nodule processing schemes are based  upon two
primary sources.   These are the Dames  and  Moore studies (1977a and b) and
data  from chemical  analysis  of rejects from a CUPRION-ammonia  leach
processing pilot  plant supplied by the  Bureau of Mines, Avondale,  Maryland.
The Dames and Moore values  are theoretical  in  nature and represent a mass
balance of  inputs to the  plant  among  all  wastes, products, and process
chemicals leaving the plant.  These results  are therefore not  expected to be
completely representative of wastes from  a  pilot or operational plant.  The
analytical results for the  CUPRION-ammonia leach process are similarly not
expected to agree with the Dames and  Moore  mass  balances  or to be truly
representative of rejects from an operational  processing plant.

SUMMARY OF EXTRACTION PROCESSES

     In a comprehensive study of nodule processing activities contracted by
NOAA  (Dames & Moore, Vol. I, 1977),  five processing alternatives  were
identified as the most likely options  for  first generation plants.  Three of
these, reduction-ammonia leach, CUPRION-ammonia  leach, and high temperature
sulfuric acid leach,  are designed to recover  three metals: nickel, copper,
and  cobalt.  Two  systems,  reduction-hydrochloric acid  leach  and
smelting-sulfuric acid leach,  are  capable of four metal  recovery:  nickel,
copper, cobalt, and  manganese.   All  but  the smelting-sulfuric acid leach
option are hydrometallurgical (chemical leaching) processes,  while the last
includes a pyrometallurgical (smelting)  step.

   '  Four general steps can be identified  for each of the five processing
schemes discussed in  this section:

     f    Separation  of the value metals from  the iron-manganese oxide
          matrix

     •    Isolation of the  value metals  from each other and recovery

     •    Retrieval of reagents utilized in  the extraction, and

     •    Waste disposal.

In the following  discussion, the principal components of each process are
first summarized  and then  described in more  detail.

     All  of the processes  except the  reduction/hydrochloric acid leach have
analogous  processes already in  existence to  which they  can  be  compared.   The
wastes generated by the  hydrochloric  acid leach  process can only be
characterized in  a qualitative  sense whereas much of the  waste generated by
the other  processes can be dealt with  in more  quantitative  terms.

     The  majority  of the wastes  (85-95  percent)  generated by  the
reduction-ammonia leach,  CUPRION-ammonia  leach,  and  high temperature
sulfuric  acid leach consist of leached  rejects  or  slag and leached rejects
for the smelting-sul furic-acid leach process.   The  physical and chemical
characteristics  of these  rejects are inferred from analogous  existent
                                   67

-------
processes.  The wastes  generated by metals  separation and purification  of
nodules are quite  different than  those for conventional mineral  deposits
because of the unique  chemical  nature  of  deep sea manganese nodules.   The
susceptibility of  the  leaching  of potentially toxic elements from rejects
discharged in the  marine environment  appears  to be low while the stability
of the chemical constituents  of the lime boil  solids and  electrowinning
sludges generated  in the separation and  purification steps are unknown.

REDUCTION-AMMONIA  LEACH

     The reduction-ammonia  leach process  (Figure  13) consists of a carbon
monoxide reduction step followed by solubilization of the value metals in  an
ammonia solution.   Copper and nickel are separated from the pregnant liquor
by liquid ion exchange and removed as electrowon cathodes.  Cobalt  is
precipitated as a  sulfide which is reduced  to form cobalt metal.

     Prior to reduction, the nodules  are  dried at 175° C by direct contact
with combustion gases  and  ground to approximately 200 urn.  The hot nodule
fragments are transferred  to the reduction  step where they contact carbon
monoxide  produced  by coal   gasification  at 625° C.   The  overall
reduction-oxidation reaction is:

                    (1)     Mn02 + CO 	*- C02 + MnO

The reduction of manganese breaks down  the matrix structure of the  nodules,
enabling solubilization of the metals.  The nodules are cooled with a water
spray and the carbon dioxide produced in reduction-step (1) is reacted with
the nodule slurry  to form manganese carbonate.  Oxygen introduced  into the
system forms  an  insoluble  iron  oxide  precipitate which is added  to the
manganese carbonate tailings.  After leaching  the slurry with a solution  of
ammonia and carbon dioxide, the tailings are separated from the solution  in
a series of thickeners, washed,  stripped  of excess  ammonia by steam, and
sent to waste containment.   The solvent  phase (pregnant liquor) now  contains
much of the copper, nickel  and cobalt  originally present in the nodules.

     The pregnant liquor  passes  through a  counter-current liquid ion
exchange circuit  where copper, nickel,  and  small amounts of cobalt and
ammonia are removed from the solution.   To prevent buildup in the  circuit,
cobalt and ammonia are periodically removed by precipitation with  hydrogen
sulfide and washing with ammonium sulfate, respectively.  Nickel  and copper
are stripped selectively  from the  ion  exchange liquid  by varying the
strength of  the electrolyte and  recovered as electrowon cathodes.  The
effluent leach solution is  subjected to  several processes,  including sulfide
precipitation, oxidation,  and  solids  separation, in  order to remove
remaining copper,  nickel,  and zinc prior  to cobalt  recovery by reduction
with  hydrogen gas.

     Much of  the  ammonia  and  steam  produced  are recycled through the
process.   Ammonia  and ammonium  carbonate are recovered after steam stripping
of the  tailings by condensation.   Ammonium sulfate used in the ion  exchange
washing  and  generated in the purification  of cobalt is reacted with slaked
lime.   Ammonia is  recovered  from this mixture by  steam stripping, leaving
gypsum  (calcium sulfate) as a waste product.


                                   68

-------
 TO ASH
DISPOSAL
                                OTHERS
               GAS
              TREATMENT
              pRocrss
              HAURIALS
              SUPPLIES
              STORAGE
MAKE UP
  WATER
               HATfR
               SUPPL»
                AND
              TREATMENT
TO PROCESS
AMMONIA
RECOVER*
ft
i U
HH,
	 — — 	 v





4
i 1



i



i
1-




SIEAH

                                                   COBALT
                                                  RtCOVERT
                                                                      Nl
                                                                    ELECTRO-
                                                                    WINNING
                                                                                                          WASTE
                                                                                                        CONTAIIIMENT
                                                                                                        Ift
                                                                                                             PROCESS
                                                                                                              UASTCS
                                                                                                           LEGEND
                                                                                        SOt IDS/SLURRIES

                                                                                        GASES

                                                                                        LIQUIDS
                                                                                                  REFERENCE:
                                                                                                  Dames  and Moore,  1977
   Figure  13.   Reduction/ammoniacal  leach  process.

-------
     The waste  streams produced by  this  process include:   the rejects
slurry, lime boil  (gypsum) slurry, ash  from combustion,  sludges from gas
scrubbers,  degraded organics recovered from the ion exchange circuit, spent
carbon from nodule reduction, electrowinning sludges, and plant  runoff.

     Processing  alternatives which would  influence the volume or composition
of  the  waste streams  include:   a  low  temperature hydrometallurgical
reduction (the CUPRION  process described  in the next section) and production
of  ammonium sulfate by  crystallization which would reduce gypsum production
by  18,500 tons/yr, and  increase ammonia requirements by 4,300 tons/yr.

CUPRION-AMMONIACAL LEACH

     The CUPRION/ammoniacal  leach  process (Figure  14)  is  quite similar to
the reduction-ammonia leach process except that the initial  nodule  reduction
step is performed in solution at low temperature by cuprous ion.  Cuprous
ion is regenerated by reaction with carbon monoxide.  Reduction proceeds by
the following reactions:

        (2)     Reduction:  2Cu(I)  + Mn(IV)	»-2Cu(II) + Mn(II)

    (3)     Regeneration:  2Cu(II)  + CO + H20	»• 2Cu(I)  + C02 + 2H+

     The reduced nodule slurry  passes  through a  series  of thickeners with
the overflow being recycled.   The  thickened  slurry is  subjected  to an
oxidizing ammonia leach in which iron  forms a hydroxide precipitate which is*
added to the manganese  carbonate rejects.  Liquid-solid separations are made
in  thickeners which  provide added residence time for  ammonia leaching.
Off-gases are scrubbed  for ammonia recovery and the tailings are washed and
passed to waste containment.  The pregnant  liquor  passes to liquid ion
exchange,  where  the  remainder of  the process  is  identical to  the
reduction-ammonia leach metals purification scheme previously discussed.

     The waste  streams produced by  this process  include:   the rejects
slurry, lime boil slurry, ash from combustion,  sludges  from gas scrubbers,
degraded organics recovered  from the  ion exchange  circuit, electrowinning
sludges, and plant runoff.  The major difference in the  wastes produced by
the CUPRION and reduction-ammonia  leach processes is in  the amount of
fuel-related waste products.   The initial  low temperature  nodule  reduction
step of the CUPRION process  consumes  less fuel  than the reduction-ammonia
leach  process, with a concomitant decrease in the production of ash and gas
scrubbing sludges.

     Process alternatives  include  a pyrometa11urgical  reduction
(reduction-ammonia leach detailed  in the  previous section)  and  the
production  of ammonium sulfate by crystallization which  would reduce gypsum
production  by 21,500 tons/yr and  increase ammonia requirements by 5,000
tons/yr.
                                  70

-------
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DISPOSAL
 SLUDGE
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 DISPOSAL


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                                                                                                  HASTE
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                                                                                                     HASTES
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GASES


LIQUIDS
                                                                                                  REFERENCE:
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           Figure  14.   Cuprion/ammoniacal  leach  process.

-------
HIGH TEMPERATURE  SULFURIC ACID LEACH

     The high temperature sulfuric acid leach  (Figure  15) consists of a high
temperature and pressure sol ubi 1 i zation of the  ground nodules.  Nearly all
of the value metals are extracted  into the sulfuric  acid solution.  Copper
and nickel  are recovered  from solution  by  liquid ion exchange followed by
electrowinning.   Cobalt is recovered  from the  raffinate by precipitation
with hydrogen sulfide and reduction by  hydrogen gas.

     Nodules are  ground to  approximately 200 urn,  mixed into a slurry with
recycled  pregnant leach  liquor, and  heated to 245° C.   The hot slurry
contacts a 30 percent  sulfuric  acid  solution  at 35 atm  pressure.  After
dissolution of the value  metal,  the slurry  passes through a heat exchange
step where the temperature  is lowered to 50°  C and waste heat is recovered.

     Unreacted solids are  separated from the slurry and washed of  value
metals, the washings being  added  to the pregnant  liquor.  Limestone (calcium
carbonate) is added  to  the solution  phase to adjust pH.   This results in
precipitation of  gypsum  (calcium sulfate)  which is  removed in clarifiers.
The gypsum is washed  of value metals  and sent  to waste  containment.  The
neutralized pregnant liquor flows to the copper ion exchange circuit.

     The ion exchange process selectively removes copper and nickel  from the
pregnant liquor.   At acidic  pH, copper  is  extracted by  the  ion exchange
medium.  Adjustment of pH to more basic  values,  by the addition of ammonia,
allows nickel  extraction in a second  ion exchange circuit.  The effluent
passes to  cobalt  recovery.   The  copper  and  nickel  are stripped from  their
respective ion exchange  circuits by electrolyte that has been depleted of
the metals in the electrowinning  process.   The nickel   ion exchange medium is
stripped of ammonia by washing  and reaction  with sulfuric acid.  Prior to
electrowinning, the pH and  conductivity of the  electrolyte from the nickel
ion exchange circuit are  adjusted with  boric acid and sodium  sulfate,  and
dissolved  organic materials are  removed by absorption on  activated carbon.
Copper and nickel are both  recovered as electrowon cathodes.

     Cobalt, and  unextracted copper, nickel,  and zinc are removed from the
nickel  ion  exchange raffinate by  sulfide  precipitation.  The precipitate is
separated  in a clarifier and pressure leached  with  air  to preferentially
dissolve cobalt  and  nickel sulfides.   The zinc and copper sulfides  are
separated  and  sold as minor products.  The remaining nickel/cobalt solution
is further  processed with  ammonium sulfate  to  remove nickel.   Cobalt is
separated  by evaporation, crystallization, and selective redissolution in a
strong ammonia solution,  and recovered by hydrogen gas  reduction.   The
raffinate  from the cobalt recovery  is  then reacted with slaked  lime to
recover ammonia added as ammonia  and ammonium sulfate.

     Waste  streams  generated  in the  sulfuric  acid  leach  process
include:   rejects slurry,  combustion  ash,  gas   scrubber  solids, lime boil
solids, spent  carbon  from activated carbon adsorption,  degraded organics
from the liquid ion exchange circuits,  and electrowinning sludges.
                                   72

-------


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- 	 	 iriiTDii EXTRACTION
l|J[,J3!j" AND BBB^ SOLIDS/SLURRIES
' '^ ~*A 	 fj* ' ;> SASES/VAPORS
I
[J i c;;^> LIQUIDS
i! i
ii O
Cu
ELFCTRO-
ylNNINC

SB M
REFERENCE:
Dames and Moore, 1977

Figure 15.   High temperature sulfuric acid leach process.

-------
     Process  alternatives  include the  elimination of the  oxidation/pH
adjustment of the copper  raffinate win ammonia prior to nickel  extraction  if
an extraction reagent could  be  found to  selectively  remove  nickel  in the
presence of cobalt.   Another  alternative  would be the recovery  of  ammonium
sulfate by crystallization which would reduce gypsum production and  increase
the ammonia requirement.

REDUCTION-HYDROCHLORIC  ACID  LEACH

     The  hydrochloric acid  leach  process  (Figure 16) is  based on the
reduction of manganese  dioxide by the following reactions:

                (4)     Mn02  + 2HC1	»-Mn(OH)2 + Cl 2 (g)

                 (5)      Mn(OH)2 + 2HC1	-+> MnCl2 + 2H20

     The  formation  of soluble manganese chloride also releases  copper,
nickel, and cobalt  from  the nodule matrix.   In  this process, copper and
nickel are selectively separated  by liquid  ion  exchange and recovered as
electrowon cathodes.   Cobalt  is  separated by  solvent extraction, deposited
as a sulfide precipitate, and subsequently selectively leached  into  solution
and  reduced by  hydrogen gas to  form cobalt powder.  Manganese can be
recovered from the raffinate  by  several  processes including evaporation of
the solution to produce an impure manganese chloride.

     The chemical reduction of the manganese  nodule matrix, reactions 4 and
5, is carried out on  ground  (approximately  200  urn)  and  dried nodules at a
temperature of 500°  C.  Solubilization of the iron content of the nodules by
the formation of iron chloride is minimized  by a  water spray which  converts
ferric chloride to insoluble  ferric hydroxide.  The prevention  of iron
solubilization is important to the subsequent separation and recovery of the
value metals.   Unreacted HC1  is  recovered  for  recycle and  chlorine gas
(generated in reaction  4)  is recovered,  after  drying by  passage through
concentrated sulfuric acid, as a salable  byproduct.

     After the high  temperature reduction  step, metal  chlorides  are brought
into solution in  HC1 .   Copper is extracted from this solution (pregnant
liquor) using a liquid  ion exchange  medium.   After separation  of the copper
loaded organic phase  from the metal-chloride  solution  from the  ion exchanger
using strong sulfuric acid, the resulting copper sulfate solution is sent to
electrowinning producing  cathode copper.   The copper  depleted  sulfuric acid
solution is recycled to remove more copper from the ion exchange media.

     The  copper depleted chloride  solution  is  neutralized with sodium
hydroxide and  mixed with  an organic solvent which  selectively removes cobalt
from the solution.   The cobalt is recovered by stripping it from the organic
solvent with recycled process water, precipitating it  as cobalt sulfide with
hydrogen sulfide, and reducing it to cobalt powder with hydrogen  gas.

     Nickel  is  removed from the cobalt and copper-depleted chloride  solution
using a liquid ion exchange media.  The  nickel   is  stripped from the ion
exchange media  with depleted electrolyte  from nickel  electrowinning which
                                   74

-------
                                                                                      LEGEND
                                                                                             SOUUS/SIUBMES

                                                                                             CAStS/VAPOBS

                                                                                             LIQUIDS
                                                                           REFERENCE:
                                                                           Dames  and Moore,  1977
Figure  16.   Reduction/hydrochloric  acid leach  process.

-------
contains nickel  sulfate  in solution as well  as  some sodium sulfate as  an
additive and  recovered  from the nickel-sul fate  solution as an electrowon
cathode.

     The remaining manganese chloride  solution which has been stripped  of
copper, cobalt,  and nickel  can  be dried to  form  impure manganese chloride.
The manganese can  be  purified  in a high  temperature electrolysis furnace
where it is separated in a  pure  molten  form that can  be cast into molds.

     Because  there are  no   close terrestrial  analogs  to  the
reduction/hydrochloric acid leach  process it is difficult  to accurately
characterize the wastes  produced.   Comparison to the  ferric chloride
leaching of copper sul fide ore  indicates the  potential  for production  of
large amounts of hydrous slimes  which are difficult to settle and stabilize.
The largest waste  stream will be  fused  salts which remain after purification
of manganese. Very little  is known  about the characteristics of these salts
including their  solubility  or  susceptibility to leaching  of potentially
toxic elements into the aqueous  environment.   Due to the lack of analogous
systems to which this process can  be compared there  will be no quantitative
analysis of the  various waste streams.

SMELTING-SULFURIC  ACID LEACH

     The  smelting-sul furic  acid  leach  is a  combined  pyro-  and
hydrometall urgical process (Figure 17)  in  which the  iron and manganese
oxides are reduced at high  temperature.   The  reduced nodules are converted
to a molten alloy  in  an  electric furnace.   Subsequent  reoxidation  of the
molten alloy  and addition of coke and  gypsum  form two separable phases:  a
slag containing  manganese and iron oxides and a  sul fide matte containing the
copper, nickel,  and cobalt.  Copper  and nickel  are recovered from the matte
following  dissolution  in  sulfuric  acid  by  ion  exchange  and
electrodeposition.  Cobalt  is recovered from the raffinate by precipitation
with hydrogen sul fide.  A  ferromanganese  alloy can also be recovered from
the slag.

     Prior to reduction,  the nodules are dried and  ground to approximately
200 urn.  The  dried nodules  are mixed  with  coke and fed  into  a fluid-bed
roaster for reduction  by carbon  monoxide.   The reduced nodules  are smelted
with silica  flux in  an electric furnace at 1,425° C.   The  alloy  phase
contains iron, nickel, copper, cobalt, and  minor amounts of manganese, while
the slag is mainly composed  of manganese, iron,  and silica/calcium  in the
proper ratio  to  maintain  fluidity.   Iron and manganese  in  the alloy are
removed to the slag by oxidation with  oxygen gas.   After separation  of the
slag and alloy phases, the  latter  is mixed with calcium sulfate  and coke  to
form sulfides of the  value  metals.

     The sulfide matte  containing the  value metals is  quenched in a
granulation unit and formed into a slurry.   The slurry  is leached with
sulfuric acid at 150  psi  and 110° C.   The leachate, which now constitutes
the pregnant liquor, is separated  from the residue  by  filtration.  The
residue is  removed to  waste treatment.   The  pregnant liquor is  pH  adjusted
with calcium carbonate, resulting  in  the  formation  of  calcium sulfate.
                                  76

-------
                                                                    REFERENCE:
                                                                    Dames and Moore, 1977
Figure 17.   Smelting process.

-------
Copper is removed from  the  solution  by  contact with an organic  ion exchange
reagent.  The organic medium  is  stripped  of  copper  by contacting it with
depleted electrolyte  from copper electrowinning.   The nickel-rich raffinate
from the copper electrowinning process is then  treated with  ammonia to raise
the pH and oxidized to  keep cobalt in solution  prior to extraction of nickel
by liquid ion exchange.

     Oxidation and pH adjustment cause the precipitation of  iron, manganese,
magnesium, and aluminum initially extracted from  the matte and carried in
the raffinate.  Because precipitation  under these conditions results in the
formation of hydrous  slimes, the solution must be filtered.  The solids are
sent to disposal.

     The remainder of the process including nickel  and cobalt recovery is
identical to that described for the  sulfuric acid leaching  process.  Copper
and nickel are sold  as electrowon  cathodes and cobalt  is recovered as a
sulfide precipitate followed by hydrogen  reduction.   Additionally, the slag
may be further processed to obtain a saleable ferromanganese product.

     The waste streams  produced  by the smelting  process include:  leached
rejects and gypsum in slurry form from matte digestion, hydrous precipitates
(slurried), lime  boil solids, granulated  slag  (slurried), gasification slag
(slurried), combustion  ash, gas  scrubber solids  (slurried), smelting dust,
spent carbon, degraded  organics, and electrowinning  sludges.

     Most  alternatives in this  process  were  eliminated as not adding
significant benefits.   The  greatest  impact on waste production would stem
from the  possible need to generate electrical  power on-site to  run the
furnaces.  This would significantly  increase  the  quantities of combustion
ash and gas scrubber  solids produced.

WASTE STREAMS

     Five process wastes have  been evaluated:   reduction-ammonia leach,
CUPRION-ammonia leach,  high temperature  sulfuric  acid  leach,
reduction-hydrochloric  acid leach,  and smel ting-sul furic acid leach.   With
the exception of  the  reduction-hydrochloric acid leach, the waste streams
produced by each  of  these processes are similar in many respects.  Where
sufficient data are available, similar waste streams from each process will
be compared on the basis of both physical  and chemical  characteristics.

Rejects

     All  of the processes considered discharge  some  form of reject in slurry
form.   Rejects from the reduction-ammonia  leach  and  CUPRION processes should
be quite similar  in  character since the nodules for both are originally
ground  to the same size  and  are  treated  with  the same lixiviant, ammonia.
Rejects from  the  sulfuric acid leach and  the smelting process will  each have
different qualities.  Rejects  from the sulfuric acid leach process result
from the extraction  of  ground nodules with sulfuric acid.   Although the
smelting process  also utilizes sulfuric  acid as a lixiviant, the rejects
arise  from the extraction of the sulfide matte  phase.
                                   78

-------
     The reject  waste  stream comprises  approximately 95 percent  of  the total
generated  solids for  both  the reduction-ammoniacal leach  and CUPRION
processes.   The rejects are only  approximately 85  percent of the total
solids generated by the  high temperature  sulfuric acid leach  process because
of a higher lime boil  solids production  from  the  neutralization  of excess
sulfuric acid.   Smelting produces a  small  amount of matte rejects (1 percent
of solid wastes) because  most  of the waste  solids are separated as slag
prior to leaching.  The  granulated  slag  comprises approximately 85 percent
of the total  solid waste for this process  and  may  be further  processed to
recover ferromanganese  or discharged as a  waste product.

     The physical characteristics  of the  rejects (Table  12)  tend  to be
similar for the  processes evaluated.   The waste streams range  from 43 - 50
percent solids  by weight  and from  1.8 - 2.0  g/cc  in bulk density.  Also
shown  are  the yearly  estimated solid  and  liquid fraction  discharges,
assuming  a nodule input  of 3.7  x 106  mty  for  the hydrometallurgical
processes and 1.25 x 106 mty for the smelting process.  As discussed later,
McKibbin (1981)  has found  the  particle  size  of  rejects from the CUPRION
process to be very small; 50 percent are  less than 50 urn.

     The chemical characteristics of the  rejects  discharged  (Table 13) are
estimated for both the  major and minor constituents.  The  pH of  the waste
products will  be adjusted to between  6.5 and 8.0 prior to  discharge.  An
additional  concern may  be  the  presence of  reduced manganese (Mnll).  In
seawater,  Mnll may be  oxidized to Mn IV by  reaction with  oxygen.  While
Table 13 indicates that  12.5 percent  of  the hydrometallurgical rejects may
be Mnll, most of the reduced manganese will probably be present as a solid.
Table 18,  shown  later,  also suggests that only a very small  fraction of the
manganese would  be in  the  dissolved state.   Thus,  oxygen consumption does
not apear to  be  a major concern.   The oxygen consumption  could  easily be
measured on a representative sample  of  the waste.

     The environmental  impact  of  the  potentially  toxic metals  in nodule
rejects disposed of in the ocean is determined by their availability to the
marine environment.   It is expected  that  nearly all  the  metals will  be
bonded to  the solid phase or complexed and only extremely small percentages
will  be in an ionic  form.  The Extraction Procedure  (EP)  toxicity test
discussed  later for  the CUPRION/ammoniacal  extraction confirms the low
release of metals from  tailings generated  in  this process.  Similar low
dissolved  concentrations can  be  inferred  for tailings produced by  the
reduction-ammonia leach process.  The  granulated  slag produced by smelting
tends to be  vitreous  in nature and would  be expected to  be  stable with
respect to  leaching.   Insufficient data exist for evaluating the leaching of
the high temperature sulfuric acid tailings.

     Changes  in  some of the physical characteristics  of the  waste streams,
e.g., solids concentration, may result  from attempts to  promote better
settling characteristics  when  production actually is implemented.
Assessment  of chemical  characteristics can  also be  updated  and improved as
wastes  from pilot processes are  generated and analyzed.
                                   79

-------
                 TABLE 12.   PHYSICAL CHARACTERISTICS OF REJECTS
             Reduction/
              Ammon i a
               Leach
 CUPRION/
 Ammonia
  Leach
 Sulfuric
   Acid
  Leach
 Smelting
   Matte
 Smelting
Granulated
   Slag
Nature

Weight
  Percent
  Solids9

Density
  (9/cc)

Dry Solids
  Specific
  Gravity

Grain Size3
  (urn)

Solids
  Discharge6
  (mty)

Liquids
  Discharge0
  (mty)
              slurry
                45
             1.8-2.01
               N.D.
               <74
 slurry



   47


  1.9e



  3.19e


  <74
 slurry



   50


  1.8



  N.D.


  <44
  slurry



    43


 1.8-2.01



   N.D.


   <44f
             2.7X106 b   3.5xl06 b   3.5xl06 b    7.3xl03 c' d
             3.3x10'
               870
                   ,6 b
3.9x10'
  1,000
      ,6 b
3.5x10
  930
      6 b
9.7x10
  2.6
      ,3 c, d
  Calculated from Dames & Moore 1977, Vol.  Ill,

  Based on 3.7x10  mty nodule input.
p
  Leached rejects mixed with gypsum.

  Based on 1.25 x 106 mty nodule input.

e Bureau of Mines analysis of leached rejects.

  Estimate.

N.D. = No data.
 granular



    79


   N.D.



   N.D.


 >l,700f
                                         5.8x10
1.5x10^
  40
                                               5.
                                     80

-------
                  TABLE 13.   CHEMICAL CHARACTER OF REJECTS6
                       AND PERCENT OF ORIGINAL INPUT

Major
Constituents
in Percent







Potentially
Toxic
Constituents
(ppm)
















Element
MnIIb

MnlV

Fe

Al

Si

Ba

La

V

Cr

Ag

Cd

As

Sb

Tl

Pb

R/A
Leach
12. 5C
(50)
12.5
(50)
8.5
(100)
2.7
(100)
6.8
(100)
4,645
(100)
1,680
(90)
418
(90)
10.5
(90)
0.35
(10)
2.3
(10)
29
(50)
31.4
(90)
23.2
(10)
523
(90)
CUPRION/
Ammonia
Leach
12.5
(50)
12.5
(50)
8.5
(100)
2.7
(100)
6.8
(100)
3,600
(100)
1,400
(95)
300
(80)
8
(90)
0.3
(10)
2
(10)
33
(70)
25
(90)
33
(20)
411
(90)
H?S04
Leach

(50)

(50)






3,610
(100)
744
(50)
36
(10)
8.1
(90)
0.28
(10)
—

4.5
(10)
2.7
(10)
90
(50)
409
(90)
Smelting
Matte
Rejects
— —

--

—

„*

ND

__

--

--

--

202
(50)
12.8
(1)
565
(10)
390
(10)
128
(1)
2,906
(5)
Smelting
Granula-
ted Slag
25
(100)
--

8.5
(100)
ND

ND

6,474
(100)
2,669
(100)
353
(50)
8.7
(55)
--
--
14.6
(45)
8
(10)
--

146
(45)
368
(45)
a All values calculated from Dames and Moore (1977, Vol. III).

  Estimated worst case of unoxidized Mn.

c Upper value is  concentration  in  rejects (in  percent or ppm).   Value  in
parentheses  is the  percentage  of  the original concentration in  nodules
present in  the  waste.

d ND = no  data.
                                     31

-------
Additional  Waste  Streams

     Manganese nodule processing  plants will  generate wastes other than
rejects and slag,  although the magnitude of these additional  wastes will be
small  by  comparison.   Some  of these wastes  have physical  and  chemical
properties which may be  unique  to  nodule processing and are  yet to be well
defined.   These  include:  lime boil  waste,  electrowinning sludges, and
degraded organics  from the ion  exchange  circuit.  Other wastes such as fly
ash from coal  combustion,  water softening sludges,  and plant runoff are
common to many industrial and manufacturing plants.

     Lime boil  solids  constitute  from about  1 percent  of the total waste
rejects for the  reduction-ammonia  leach,  CUPRION/ammoniacal  leach, and
smelting processes  to  approximately 15 percent of the total  waste for the
high temperature  sulfuric acid leach.  Grain size and  slurry  solids content
of lime boil  solids appear to be similar to  those of  the reject slurry for
the high temperature sulfuric acid  process (Table 14).

     The concentrations  of several  potentially toxic constituents in the
lime boil  waste streams  are high (Table 14); however,  their availability to
leaching is not presently  known.  Only thallium,  in  the reduction ammonia
and  CUPRION/ammonia  processes, and  antimony,  in the high temperature
sulfuric acid  leach,  are removed  to the  lime  boil wastes in a proportion
greater than  10 percent  of their original nodule concentration.

     Electrowinning sludges (Table  15)  account for less than  0.1 percent of
the total  wastes generated, yet  they tend to concentrate  heavy metals.   The
high  lead  concentrations  result  from the  use  of  lead anodes  in  the
electrowinning process.   At present,  more  detailed physical and chemical
characteristics of  this  waste  stream are not  available.   No data exist on
the nature of  the  ion exchange  circuit degraded organics  which are a small
fraction of the wastes.

     Wastes produced from coal  combustion  are not  unique to  nodule
processing; however,  they constitute  up  to  3  percent of the solid wastes
generated  (Tables 16 and  17).  Smelting produces  a smaller output  of
combustion  wastes than the other processes  because a  portion of the ash is
incorporated into the slag.   The smelter output  also  does not reflect the
possible on-site  generation of electricity  to run the  high temperature
furnaces.   Solids  density for  fly ash is approximately  2.5 g/cc and  mean
particle diameters are approximately  5  urn (Davison et al.,  1975).

     The pathways  of  toxic elements through  coal-fired plants  are  well
documented  in  the literature (Klein et  al ., 1975; Anderson and Smith, 1977;
Kaakinen et al., 1975; Gladney  et  al ., 1978;  Cox  et  al., 1978; Dreesen et
al.,  1977;  and, Davison  et al., 1975).   Because fly   ash is not unique to
nodule processing, and its  properties  are well  documented,  it will not be
discussed  in detail.

     The levels of wastes generated from nodule processing activities  will
be dependent upon  the use of  recycle technologies,  which  are  discussed
below.   There  is  also the  possibility for later  recovery of other value
                                  82

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TABLE 14.   PHYSICAL  AND CHEMICAL CHARACTERISTICS OF LIME BOIL SOLIDS
                       Physical  Characteristics

Nature
Percent Solids3
Grain Size (urn)
Solids
Discharge
(mty)
Liquids
Discharge
(mty)
(mgy)
Reduction/
Ammonia
Leach
slurry
14
N.D.
Z.lxlO4
1.3xl05
34
a Calculated from Dames & Moore
b Estimated.
N.D. - No data.


CUPRION/
Ammonia
Leach
slurry
14
N.D.
2.1xl04
1.3xl05
34
1977, Vol. III.


Chemical Characteri
El ement
Ba
La
V
Cr
Ag
Cd
As
Sb
Tl
Pb
High Temp.
Sulfuric
Acid Leach
slurry
52
<53b
6.2xl05
5.7xl05
150



sties
Waste Concentration (ppm)
(Percent of Original Nodule Input)
Reduction/ CUPRION/ High Temp.
Ammonia Ammonia Sulfuric
Leach Leach Acid Leach
-
11,000
(1)
1,400
(2)
60
(4)
-
200
(7)
-
-
17,000
(60)
22
(0.03)
-
12,265
(5)
2,670
(5)
126
(8)
-
222
(7)
-
-
16,832
(60)
45
(0.06)
-
-
7.3
(0.4)
-
-
-
-
45.8
(20)
5.2
(0.6)
-
Smelting
Lime Boil
+ Neutral-
ization
slurry
60
N.D.
7.2xl04
5.9xl04
16




Smelting
(Neutrali-
zation
precipitate)
-
-
82
(0.7)
-
-
-
904
(7)
315
(4)
504
(1)
-
                        1977, Vol. III.

-------
TABLE 15.  PHYSICAL AND  CHEMICAL CHARACTERISTICS  OF ELECTROWINNING SOLIDS
                         Physical  Characteristics

Nature
Grain size
Discharge3



(mty)
Reduction/ CUPRION/
Ammonia Ammoniacal
Leach Leach
sludge sludge
N.D. N.D.
S.OxlO2 8-OxlO2
High Temp.
Sulfuric
Acid Leach
sludge
N.D.
8.4xl02
Smelting
sludge
N.D.
1.2xl02
a Calculated from Dames & Moore 1977, Vol. III.
N.D. = No

data.


Chemical Characteri

sties


Waste Concentration (ppm)
(Percent of Original Nodule Input)
Element
Ba
La
V
Cr
Ag
Cd
As
Sb
Tl
Pb
Reduction/ CUPRION/
Ammonia Ammoniacal
Leach Leach
-
-
1,230
(0.02)
20
(0.05)
283
(2)
1,613
(2)
920
(0.5)
108
(0.1)
6,467
(0.8)
18,600
-
-
791
(0.05)
20
(0.05)
262
(2)
1,742
(2)
1,100
(0.5)
120
(0.1)
6,966
(0-8)
19,600
High Temp.
Sulfuric
Acid Leach
-
-
9,880
(0.6)
26.6
(0.07)
-
3,496
(5)
1,728
(1)
754
(0.7)
4,028
(0.5)
-
Smelting
-
-
23
-
-
162
(0.1)
325
(0.08)
157
(0.06)
760
(0.05)
-
        Source:  Dames & Moore 1977, Vol. III.
                                    84

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           TABLE  16.  PHYSICAL CHARACTERISTICS OF GASIFICATION ASH,
                  COMBUSTION ASH, AND OFF-GAS SCRUBBER SOLIDS

Reduction/
Ammonia Leach
Gasification
Combustion
Scrubber
CUPRION/
Ammoniacal Leach
Gasification
Combustion
Scrubber
High Temperature
Sulfuric Acid Leach
Gasification
Combustion
Scrubber
Smelting
Gasification
Combustion
Scrubber
Nature


slurry
solid
slurry


slurry
solid
slurry


slurry
solid
slurry

slurry
sol id
slurry
Grain
Percent Size3
Solids (urn)


20 N.D.
100 xX,5
20 XA,5


5 N.D.
100 *\,5
20 x<\,5


N.A. N.A.
100 x^5
20 x^5

10 N.D.
100 x>5
20 x-v5
Solids
Discharge
(mty)


4.7x10^
1.3x107
2.4xl04

*
4.0x107
3.3x!0j
2.4xl04


N.A.
3.3x107
1.2xl04
A
1.4x10,
4.7x103
9.5x10
Liquids .
Discharge
(mty) (mgy)


1.9xl05
-
9.5xl04

r-
7.6X105
" /]
9.5xl04


N.A.
~ A
5.0x10^

1.3xl05
~ A
3.8x10^


50

25


200

25




13

3.4xlOX
7
l.OxlO7

a From Davison et al.  1974.

b Calculated from Dames & Moore 1977,  Vol.  Ill  and  assumes  3.7x10   mty  nodules
processed by hydrometallurgical methods and 1.25xlOb  mty by smelting.

N.D.  = no data.

N.A.  = not applicable.

x" = mean grain size.
                                         85

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TABLE 17-  CHEMICAL CHARACTERISTICS
   OF COMBUSTION ASH (FLY ASH)a
 Al%                      12.7

 As                       58

 Cd                        1.85

 Co                       41.5

 Cr                      127

 Cu                      133

 Fe%                       6.2

 Hg                        0.127

 La                       82

 Mg%                       1.8

 Mn                      496

 Ni                       98

 Pb                       75

 Se                       10.2

 Sr                    1,700

 Ti                    7,400

 U                      235

 Zn                      216
  Values in mg/kg unless  otherwise
noted.
Source:   Klein et al.  (1975)  and
Ondov et al.  (1975).
                86

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metals such  as molybdenum.  The outputs derived here assume  no recycling of
waste products and fixed nodule input  rates.

UPDATE OF NOAA'S  1977 EVALUATION

     Hubred  (1980) provides an updated  review and comprehensive bibliography
of the literature and patents which  exist on manganese nodule processing and
extractive metallurgy.  The bulk of  this literature addresses the processing
scenarios favored by the  four major ocean mining  consortia; however, very
little of this material deals directly  with process wastes.

     As part  of  the  Deep Seabed  Hard  Mineral  Resources  Act  (PL 96-283),
enacted  on  June 28,  1980, NOAA was  required to  prepare  a  marine
environmental research plan  for deep seabed mining.   The resulting 5-year
program assigned waste disposal research  a  high priority.  As part of this
program, the  Bureau of Mines Avondale Research Center,  with support from the
Spokane Research  Center,  has initiated a  NOAA sponsored project entitled
"Analysis and Characterization of  Potential  Manganese Nodule Processing
Rejects."  Although  the  mining  industry  has  conducted tests  of  various
processing  options, rejects  from these  tests  cannot  be  considered
representative because they have  been  small-scale batch runs with frequent
system  adjustments.   Large-scale  runs which  would  simulate  commercial
operations have not yet been conducted and therefore characteristic process
reject material is not presently  available.   The first  phase of the Bureau
of Mines project  is to predict  the  characteristics  of  wastes from each of
the five .processing  options considered  most  likely in early  commercial
operations.

     The initial phase  of the  Bureau of  Mines  study included  several
analyses of  a sample of steam-stripped rejects from a  CUPRION process pilot
plant run made by Kennecott Copper Corporation in 1973.  These  rejects
indicate the  general  physical  and  chemical behavior of the material  but are
not considered to be representative  of the commercial  process.  The primary
reasons for  non-representation given by Kennecott were:

     •    The rejects were produced  from  a pilot plant operation that
          was purposely varied throughout the  course  of the campaign
          so  that the  rejects were  not produced  under optimum
          conditions.

     •    Leaching of nickel,  copper, and cobalt  from the  ore was
          below  that  which will  be achieved commercially,  so  that
          residual concentrations of these metals  in  the rejects may
          be  higher than  will  be obtained.

     •    The rejects  were batch  steam-stripped, while commercially
          this will   be  done  in a continuous manner using  lime
          addition.   Lime treatment  was  not used  during the  batch
          operations.

     •    Batch steam-stripping  was  not optimum  nor complete so that
          residual ammonia  concentration in solution is  well  above
          that rejected commercially.


                                   87

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     0    The rejects  have been aging since  1973  which may have caused
          changes  in the nature of the rejects.

     •    Kennecott plans  to recover molybdenum from the  liquor
          associated  with  the rejects  and  this  procedure was  not
          carried  out  on the reject sample  sent.

     Tests  conducted  on this material  by the,Bureau  of  Mines included
elemental  analysis,  evaluation  of engineering  properties, and  an  EPA
Extraction Procedure  (EP) Toxicity  Test.   Table  18 is  an analysis of the
reject material.   Engineering  property tests conducted by Bureau of Mines'
Spokane  Research Center are presented  in  Table  19.   The  chemical  and
physical  characteristics of CUPRION  reject  material  is in general  agreement
with those predicted in Tables 12  and 13.   To assess element availability,
an EPA leachate  experiment based upon the   EP Toxicity Test outlined in the
May 19, 1980, Federal  Register was  performed on the  CUPRION reject material.
The results (Table 20) indicate that  the  leached  amounts were well  below the
permissible limits for silver, arsenic, barium,  cadmium, chromium, mercury,
lead, and selenium.  Other potentially important metals, especially copper,
were not analyzed  because criteria for other metals, including copper, are
not specified in this  test.

     Additional work during phase  one of  Bureau of  Mines' research project
study of processing rejects has resulted  in the preparation of three draft
reports.   These reports describe the  mineralogical  and elemental
characteristics of Pacific manganese  nodules (Haynes, Law, and Barron 1981),
review the most  feasible process  flowsheets for  first  generation process
plants  (Haynes  and Law  1981a),   and predict  the  physical  and chemical
characteristics of nodule processing reject waste material  (Haynes and Law
1981b).  The latter  two  reports were primarily based  upon the 1977 study
contracted by NOAA (Dames and  Moore  1977b), but unlike previous work,  they
attempt to predict the probable  forms of  elements present  in processing
wastes.  This information is necessary for  assessing the potential  toxicity
of reject material.

WASTE RE-UTILIZATION CONSIDERATIONS

     An assessment of  wastes  associated with manganese  nodule processing
cannot be complete without  a  discussion of the  potential for reduction of
these wastes.  Modern  recycling and co-generation practices  can be included
in the processing design, enhancing recovery efficiency, reducing  pollution
hazards,  and generating useful byproducts.

     Japan's smelting  industry best indicates the range of waste utilization
alternatives (Dresher and Rodolff  1981).   In newer plants, secondary copper
extraction  from slag and flue dust augments copper  recovery to better  than
95 percent.   Slag is sold for cement  manufacture.   Up to 97 percent of the
sulfur released, collected as  sulfur  dioxide  gas, is converted to sulfuric
acid  in  plants  adjacent to  the   processor.   For  example,  Mitsubishi's
Naoshima  smelter produced 3.5 to 7 tons  of sulfuric acid per ton  of copper
recovered,  while sulfur emissions  were kept  below one-half the regulation
                                   88

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            TABLE 18.  ANALYSIS OF REJECT MATERIAL FROM A PILOT
                     PLANT TEST OF THE CUPRION PROCESS3
Element
Ag
Al
As
B
Ba
Be
Ca
Cd
Co
Cr
Cu
Fe
Hg
Mg
Mn
Mo
Ni
Pb
Sb
Se
Si
Sr
Tl
V
Zn
Percent

2.37




1.60

0.180

0.119
6.35

2.03
32.19

0.28



0.16
0.398

0.067
0.11
Solid
ppm
70.0

54.8
410.0
50.0
10.0

49.0

140.0


0.018


190.0

413.0
38.2
1.2


158.0


Liquid
ppm
<0.05
<0.5
0.025
6.06
0.27
<0.01
2.96
<0.05
0.10
<0.1
<0.05
<0.05
<0.0003
4.82
<0.02
62.9
<0.2
<0.01
<0.018
<0.031
22.4
0.34
0.11
0.06
<0.04
a These rejects are not representative of the commercial process but do give
an indication of the general physical and chemical behavior of the material.

Data supplied by U.S. Bureau of Mines, Avondale, MD.
                                    89

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            TABLE 19.  ENGINEERING PROPERTIES OF REJECT MATERIAL
              FROM A PILOT PLANT TEST OF THE CUPRION PROCESS9
Slurry density


Specific gravity,  dry solids

Grain size



Atterberg limits




Permeability


Maximum density

Water content at maximum density

Triaxial shear strength
Settled density, column test,
30 days without bottom drain
        with bottom drain
- 1.9, 41.8 percent solids by weight
  (56.5 ft3/ton)

- 3.19

- 100 percent passing 74 urn (200 mesh)
   50 percent passing 6 urn
    0 percent passing 1 urn

- 45 percent liquid
  41.2 percent plastic
  3.8 plasticity index
  ML (lean silt) soil classification

- 8.46 x 10   cm/sec at 95 percent
  maximum density

- 90.1 lb/ft3

- 32 percent

- 38 degrees friction angle
  5 psi cohesion


- 42.8 ft3/ton (24 percent reduction)
- 37 ft /ton (35 percent reduction)
a These rejects are not representative of the commercial process but do give
an indication of the general  physical  and chemical behavior of the material.

Reference:  McKibbin (1981).
                                    90

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            TABLE  20.  RESULTS OF AN EP TOXICITY TEST PERFORMED ON
          REJECTS FROM A PILOT TEST OF THE CUPRION3 PROCESS BY THE
                  BUREAU OF MINES AVONDALE RESEARCH CENTER

Element
Ag
As
Ba
Cd
Cr
Hg
Pb
Se
Leached, ppm
0.3
0.004
4.4
0.06
0.14
0.019
0.6
0.002
Maximum Limit, ppm
5.0
5.0
100
1.0
5.0
0.20
5.0
1.0

a These rejects are not representative of the commercial process but do give
an indication of the general physical and chemical behavior of the material.

Data supplied by U.S. Bureau of Mines, Avondale, MD.
                                    91

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allowance.  Gypsum is a product  of stack lime  scrubbing which is used in
agriculture and in construction as wallboard.   Use of  smelter byproduct
gypsum allowed Japan  to cease gypsum mining  entirely  in 1978.

     In the  United States,  waste re-utilization prospects are being
investigated.  The feasibility  of  ocean disposal  of fly ash and scrubber
sludge from  coal-fired power plants  as artificial  reef blocks  has  been
studied (Woodhead  et  al., 1979).   The  blocks were  found to be stable in an
ocean environment,  with no toxic effects  on  the biological  communities which
they supported.   In Hawaii, the  utilization of  manganese nodule processing
wastes as a volcanic  soil conditioner is  being investigated (Jenkins et  al.,
1980).  Slag could  be  used  as road-bed  material and in other construction
applications.  It  is  also suggested  that  the scavenging nature of manganese
nodules may make the  rejects suitable for stabilizing radioactive wastes.

     The specific  process utilized in manganese nodule extraction determines
the chemical and physical  nature  of the waste  products  and limits which
waste re-utilization  procedures can be  applied.   Inclusion  of such practices
may ultimately impact  the  final  assessment  of  the acceptability of nodule
processing wastes  for  ocean disposal.

SUMMARY OF PROCESS TECHNOLOGIES

     Four of the  proposed manganese nodule processing systems  have  been
considered to be the  most likely  for  first generation processing plants.
These  four:  reduction-ammonia leach, CUPRION-ammoniacal  leach, high
temperature reduction-sulfuric acid  leach, and smelting-sulfuric acid leach
have  been tested  in  small-scale pilot  tests  by the major  ocean mining
consortia.  Data  on  large-scale  system  performance have  been largely
theoretical.  Based upon  information provided  in the Dames and Moore,  EIC
study  (Dames and  Moore  1977b), waste  streams  have been  identified and
characterized for  each of the four  processes (Tables 12 through 17).  From
these data there appear to be only minor  differences in the wastes from  the
reduction-ammonia  leach and CUPRION-ammoniacal leach processes.   Wastes  and
reject materials from  these  systems are  summarized below and in Tables  21
through 23.

CUPRION- and Reduction-Ammonia Leach Processes

Rejects--

     A fine-grained slurry with a bulk density of  1.8 to 2.0 gm/cc, 45 to  50
percent solids, pH  6.5 to 8.0 with reduced manganese (Mnllj present as MnC03
solid.  Trace element  content  is high,  but most are in insoluble forms  or
appear to be tightly  bound and not readily leached.   Rejects  account  for
approximately 95 percent of the solid waste generated by these processes.

Lime Boil  Solids--

     A fine-grained slurry consisting primarily of gypsum  (calcium sulfate)
with a high  liquid fraction (86  percent).   These wastes may contain
considerable amounts of  lanthanum, vanadium, chromium,  cadmium, and
thai!ium.
                                   92

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  TABLE 21.   CHARACTERISTICS OF CUPRION- AND REDUCTION-AMMONIA WASTE STREAMS
Form
Leached Tails Slurry

Lime Boil Slurry
Solids
Electrowinning Sludge
Sludge
Combustion Slurry
Rejects




Bulk
Density
(g/cc)
1.8-2.0

ND

ND

.1.3a





Percent
Solids
45-50

v!4

ND

20a





Percent
of Total Metals
Solid Waste Present
^95 All in-
coming
*1.0 La, V, Tl,
Cr, Cd
«0.5 Pb, Cd, Tl,
As
^2.0 All in-
coming plus
others



Availability
of Toxicants
Relatively
Unavailable
Unknown

Unknown

Relatively
Unavailable




Comments






Bulk density and
percent sol ids do
not include dis-
charge of combus-
tion ash generated
as a sol id.
For gas scrubber and gasification rejects only.
  TABLE  22.   CHARACTERISTICS  OF HIGH TEMPERATURE SULFURIC ACID WASTE  STREAMS

Leached Tails

Lime Boil
Electrowinning
Sludge
Combustion
Rejects



Form
Slurry

SI urry
Sludge

Slurry




Bulk
Density
(g/cc)
-\-1.8

ND
ND

-U.3a




Percent
Solids
^50

,52
ND

20a




Percent
of Total
Solid Waste
,85

,15
«0.5

,1.0




Metals
Present
All in-
coming

Pb, V, Cd,
Tl, As
All in-
coming plus
others


Availability
of Toxicants
Relatively
Unavailable
Unknown
Unknown

Relatively
Unavailable



Comments





Bulk density and
percent solids do
not include com-
bustion ash gener-
ated as a solid.
For gas scrubber and gasification rejects only.
                                          93

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                         TABLE 23.   CHARACTERISTICS OF SMELTING WASTE STREAMS

Form
Leached Matte Slurry
Tail ings
Granulated Slurry
Slag
Lime Boil Slurry
Sol ids
Electrowinning Sludge
Sludge
Combustion Slurry
Rejects
Bulk
Density
(g/cc)
1.8-2.0
ND
ND
ND
^1.3a
Percent
Percent of Total Metals
Solids Solid Waste Present
°A3 1-2 Ag, As, Sb,
Tl, Pb
^79 <&$ Most in-
coming
60 'ulO As, Sb, Tl
ND «0.5 Pb, Cd, As,
Sb, Tl
10-20a ^4.0 All in-
coming plus
others
Availability
of Toxicants
Unknown
Unavailable
Unknown
Unknown
Unavailable
Comments




Bulk density and
percent solids do
not include combus-
tion ash generated
as a solid.

For gas scrubber and gasification  rejects only.

-------
 Combustion Ash and Gas Scrubber  Solids--

     Principally spent carbon  and  dusts from  nodule  reduction (slurry) and
 combustion ash from steam generation  (solid), these  wastes are typical  of
 many other industrial  processes.

 Electrowinning Solids —

     This sludge  from the  electrowinning  extraction circuit  is small  in
 total amount, but may  contain elevated concentrations  of lead and cadmium
 from spent anodes.

 High Temperature Sulfuric Acid Leach

     The slurry will  consist of  sulphate salts  and  oxides of  aluminum,
 silicon, iron, and manganese.   This reject material will be neutralized  to
 pH 6.0 to 6.5 prior to disposal.  The volume of rejects and lime boil  solids
 together are slightly  greater  than the volume  of nodules  input.

 Rejects--

     A slurry with  fine-grained solids  similar to CUPRION  and  reduction
 ammonia rejects.  This reject material  will  be neutralized to pH 6.0  to 6.5
 prior to disposal.  Trace element content is high but solubility is probably
 very low.   Considerable reduced  manganese may be present in the  liquid
 fraction.

 Lime Boil Solids--

     Due to  the reagent requirements  for pH  adjustment of acidic  spent
 liquors, this waste stream discharges  more material than the other process
 options (15 percent of the total  solids); however,  it  remains  similar  in
 physical and chemical  characteristics.

 Electrowinning Solids--

     Similar  to the other  processes,  this  sludge represents a  small
 percentage  of total  wastes  discharged,  but may contain  high  levels  of
 several  heavy metals.

 Combustion  Ash and Gas Scrubber Solids--

     Characteristics  of this  waste are  similar  to those for the ammonia
 processes.

 Smelting-Sulfuric Acid Leach

     Smelting-sulfuric acid leach differs from the other process  options  in
that  it  includes a pyrometall urgi cal step  with separation of the ore  into
slag  and matte.
                                   95

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Rejects--

     Two distinct rejects must  be  considered here,  smelting matte and slag.
Both are  rejected  as a slurry,  but  the matte  is  fine-grained material
similar in nature to the high temperature sulfuric  acid tailings.  The slag
accounts for  the bulk  of the rejected  material  and consists of a coarse,
granulated slurry.  The majority  of the  trace constituents considered
potentially toxic are  in the slag fraction where  they are  expected to be
bound in the  inert, vitreous solids phase.

Lime Boil  Solids--

     Much of  this  slurry is from the  acid  neutralization  step  following
sulfuric acid leaching and  metal  extraction.  This  material is similar to
that of the  high  temperature  sulfuric acid wastes,  but since only  the
smelting matte is leached, discharge amounts are lower.

Electrowinning Solids-

     Similar  to the sludges  from the other processes  but of lower volume  and
trace element content (the majority of the trace elements are  in the slag).

Combustion Ash and Gas Scrubber  Solids—

     Similar  to other processes  but less volume as much of the spent carbon
from the reduction-smelting  step is incorporated into  the slag.

     Preliminary  data   indicate  that  rejects from  the  three
hydrometallurgical  processes considered  and slags  from smelting are fairly
resistant to  leaching of potentially  toxic metals.   As  discussed in Chapter
7, metals in  ionic form are  generally of greatest  environmental concern.   It
is clear that the majority of trace metals associated  with slags and rejects
will be chemically bound in  solid  mineral phases  and  not as dissolved ionic
species.  Concentrations of  metals in the dissolved  state as shown  in Tables
18 and  20 are relatively low and most  dissolved metals  may be complexed  and
therefore not in  an ionic  form.   The detailed nature of trace element
partitioning in  rejects can only  be  determined  from further tests  of
representative wastes.   The  other nodule processing waste streams such as
the lime boil solids, degraded ion  exchange liquids, and  electrowinning
sludges  will  also  require  more  characterization  based  on pilot  plant
operations before further conclusions can be drawn.

COMPARISON TO OTHER WASTES

     Knowledge of  the  chemical  characteristics  of manganese nodule
processing waste, as explained  above, is indirect.   The predicted chemical
composition of the  waste is  based upon  inferences drawn from knowledge of
the probable  processing methods.   The  one available  analyses  of the CUPRION
process waste produced from  pilot plant tests   cannot  be assumed  as
representative of waste from full-scale plants.
                                  96

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     In view of the  lack of detailed information on the chemical  composition
of nodule processing waste, comparison  to other wastes  can  be important.
The characteristics  of  mining  wastes, dredged  material,  and  drilling muds
and cuttings are described in this  section.  The important characteristics
of these materials are  the  chemical composition  of the solid phase of the
waste  and,  of particular  importance,  the concentration  of dissolved
pollutants associated with the discharge or that can  be  leached from the
solids after discharge.

     Heavy  metals  are  the pollutants  of concern.   Manganese  nodule
processing wastes are expected to  be essentially free of organic compounds.
Because of this lack of  organic  material,  mining  waste  is  most directly
comparable to manganese nodule processing rejects.   Silt- and clay-sized
dredged material  is similar to  nodule  processing wastes with regard to
metals concentrations and chemical behavior.  However, they  can also contain
up to 10 percent or  more organic  material which can serve  as  a  food source
to organisms in the  marine environment.   This is also true  of  drilling muds
and cuttings.   For  this reason  the  primary emphasis  is  placed upon the
characteristics of mining wastes.   Discussion of the  observed biological
impacts of mining waste, dredged material, and drilling muds and  cuttings is
presented in Chapter 7.

     A direct  comparison is made in Tables  24  and 25 of  the chemical
characteristics of the  wastes based  upon  data  presented in Appendix C.  It
should be noted that the  concentration ranges  presented  for  mining waste,
dredged  material,  and drilling  muds  and  cuttings are based  upon  many
measurements of actual  wastes.  The  values for manganese nodule processing
waste are based upon  a  single  analysis of  effluent  from a CUPRION process
pilot plant.   Metal recovery of the  plant was not at levels as  high as
expected from a full scale,   operational  plant.   Accordingly,  the
concentrations  of copper, molybdenum,  and nickel  in the solid phase of the
rejects as  shown  in Table 24 are  considered  to be higher than would be
expected from a full-scale  plant.  Improved value  metal  recovery may also
reduce the concentration of other associated metals in the rejects.  Also,
the manganese concentration  in  rejects from a  four-metal  process would be
substantially lower.

     Table  25  presents a  comparison of  the chemical composition  of the
dissolved components in the four waste materials.  Before discussing the
values presented, the reader should carefully note the meaning  of the symbol
"<" which indicates  "less than".   The  value of < 50 ug/1  means,  for example,
that the analytical  method employed could  not detect concentrations below 50
ug/1.   The true concentration could be 49 or 0 ug/1.   It is known only that
the concentration is not greater than  50 ug/1.

     The dissolved phase chemical  analysis was performed on  the same CUPRION
process sample  from which the  solid phase was  done.   As such,  the results
are similarly  unrepresentative.   This  is particularly  evident  in  the
molybdenum concentration (63,000  ug/1).   It is  anticipated that molybdenum
will  be recovered in a  full-scale  plant.
                                   97

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           TABLE 24.  SUMMARY COMPARISON  OF  SOLID PHASE CHEMICAL
                            COMPOSITION,  mg/kg
Manganese Nodule Mining
Processing Waste3 Waste
As
Cd
Cr
Cu
Fe
Hg
Mn
Mo
Ni
Pb
Zn
55
49
140
1,119
63,500
0.018
321,900
190
2,800
413
1,100
2.2 to 6
0.14 to 0.3
4.9 to 13.9
170 to 370
15,800 to 17,000
<0. 00005 to 0.005
78 to 325
5.4 to 15.8
9.3
3.9 to 6.7
26.9 to 49.9
Dredged
Material
0.03 to 23
0.02 to 7
0.25 to 190
0.23 to 449
100 to 95,000
0.01 to 2.7
188 to 570
N.D.
1.2 to 82
0.25 to 600
0.25 to 1,246
Drilling
Muds and
Cuttings
<1.0 to 3
<1.0 to <2.0
2 to 1,007
2 to 28
N.D.
<1 to 2.2
N.D.
N.D.
1 to 21
<1 to 24
12 to 236

N.D.  = no data.
  Results are  from one analysis of wastes  from a CUPRION process pilot plant
and are considered  not to be representative of waste from a full-scale
plant.   Some values are expected to be  lower for full-scale plants.

< = less  than.   The value  of  <50 mg/kg means,  for example,  that the
analytical  method employed could  not detect concentrations below  50 mg/kg.
It is  known only that the concentrations is not greater than 50 mg/kg.
                                  98

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         TABLE 25.  SUMMARY COMPARISON OF DISSOLVED PHASE CHEMICAL
                            COMPOSITION, ug/1
Manganese Nodule Mining
Processing Waste3 Waste
As
Cd
Cr
Cu
Fe
Hg
Mn
Mo
Ni
Pb
Zn
25
<50
<100
<50
<50
<0.3
<20
63,000
<200
<10
<40
14 to 88
<0.1 to <0.5
0.6 to <5
3 to 280
8 to 1,200
<0.1 to 0.24
1 to 4
100 to 300
<1 to <10
<1 to 5
0.8 to 170
Dredged
Material
1 to 24
0.2 to 2.9
0.5 to 30
1 to 8
2.5 to 33
0.01 to 1.8
30 to 2,300
N.D.
2 to 21
0.9 to 12.5
10 to 70
Drilling
Muds and
Cuttings
N.D.
60 to 80
<100 to 1,080
N.D.
N.D.
N.D.
N.D.
N.D.
N.D.
<500
60 to 230
N.D.  = no data.

a Results are  from one analysis of wastes from a CUPRION process pilot plant
and are considered  not to be representative of waste  from  a  full-scale
plant.

< = less  than.   The  value  of  <50  ug/1  means, for example, that  the
analytical  method employed  could  not detect concentrations below 50 ug/1.
It is  known only that the concentrations is not greater than 50 ug/1.
                                   99

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     The comparison  of dissolved  metals concentrations  shown  in  Table  25
indicates, with the  exception of  molybdenum and  nickel, that  all metals
concentrations are within  the  range observed for other wastes  discharged  to
the marine environment.

     Table 26 presents  a comparison of the dissolved metals concentration  in
the nodule processing waste to EPA  water quality criteria.  Note  that there
are two types of receiving water criteria; 24-h average criteria,  also known
as the chronic value, and  the maximum at any time criteria, also  referred  to
as the acute value.   The 24-h  average  or chronic value is  designed  to apply
to continuous discharges such  as outfalls.   The composition of the  effluent
can vary during the  day and produce receiving water concentrations  which  at
times exceed the criteria  value.  The average value  of several  samples taken
over the 24-h period  must  not  exceed the criteria, however.

     The maximum at  any time,  or acute,  criteria  also  apply  to  continuous
discharges but are based  upon short-term bioassays.   Marine  organisms are
expected to survive  short  term exposures to concentrations near the upper
limits of the criteria  values.  The acute  criteria  are,  therefore, higher
than  the  chronic criteria.   The  acute criteria  are,  therefore,  most
applicable to ocean dumping which is  a  periodic  and not  a continuous
process.

     A second important point to consider is  that the  water quality  criteria
apply to ocean dumping  or  ocean  discharges  after initial  dilution.  In the
case of ocean dumping,  this is  the  concentration in  the wastefield 4 hours
after discharge.   Under the 403(c) regulations which  regulate  continuous
discharges from outfalls,  initial  dilution  is  the  amount  of dilution which
can be achieved within  a mixing  zone.   The  mixing  zone  is defined  as, "the
zone extending from the sea's surface to the  seabed  and extending  100 meters
in all directions  from the discharge  points(s) or to  the boundary of the
zone of initial  dilution as calculated  by a  plume model...".  The  later part
of the definition  has little relevance  to negatively  buoyant jet  discharges
because no model  presently exists  which can  be  readily  applied to  describe
their behavior.

     The required  initial  dilutions presented in  Table 26 are computed by
simply dividing  the metal  concentration by the criteria value.  Results less
than zero  are shown as  zero or, in  other words, no initial  dilution  would be
necessary  in order to meet water quality criteria.

     Table  26  lists  metals for  which  water quality criteria  have  been
established.  As  shown earlier, other potentially toxic metals, for  which no
criteria has been  established, are  also  expected to be present in manganese
nodule processing  waste.   These  metals must  be  evaluated  further.  For the
metals listed in  Table 26, the dilution needed to meet  current  water quality
criteria is small.  Also  recall  that  the listed metals concentrations are
probably conservatively high.   Initial dilutions achieved  during ocean
dumping are expected  to be at  least an order  of magnitude greater  than the
2:1 dilution listed in Table 26.  Dilutions  achieved  through  outfall
discharge  of nodule processing rejects may  be less  than  28:1 depending upon
the definition  of  the mixing zone used.
                                   100

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           TABLE  26.   COMPARISON OF DISSOLVED METALS CONCENTRATIONS
               TO  WATER  QUALITY CRITERIA FOR MARINE WATERS







As

Cd
Cr
Cu
Hg
Ni
Pb
Zn


Nodule Processing
Waste Dissolved
Metals Concentrations3
ug/1
25

<50
<100
<50
<0.3
<200
<10
<40
EPA
Water
Quality
Criteria,
24-h Avg.
ug/1
no
criterion
4.5
18
4
0.025
7.1
25
58


Dilution
Required
for
Outfallb
no
criterion
11:1
6:1
13:1
12:1
28:1
0
0
EPA
Water
Quality
Criteria,
Maximum
ug/1
508

59
1,260
23
3.7
140
668
170


Dilution
Required
for
Dumping
0

0
0
2:1
0
2:1
0
0

a Results are from one analysis  of wastes from a CUPRION process pilot  plant
and are considered not  to  be representative of waste  from a full-scale
plant.

b Assumes concentration in waste equal to "<" value; e.g., <50 = 50.

Criteria values from Federal  Register, November 28, 1980.
                                  101

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     In summary,  the  ocean disposal of manganese nodule  processing waste is
expected to meet present  water quality criteria  after initial dilution.
More information  on the composition of  the waste from a  full-scale plant is
needed to be conclusive.   It  should  be remembered  however  that substantial
changes could be  made  in the water quality criteria by the  time the first
discharge dumping application  is  submitted;  late 1980s.  The 28:1 dilution
needed to meet chronic criteria may  be harder  to meet for  an outfall.  The
403(c) mixing zone definition is impractical  to apply to  negatively buoyant
jets.   Less is also known about the behavior  of such  jets and the nature of
dilution.
                                  102

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              6.   REPRESENTATIVE DISPOSAL AREA CHARACTERISTICS


     The purpose of this section is  to  provide a  summary description  of the
physical and  biological characteristics of  general  areas where disposal of
manganese nodule processing waste may possibly occur  in the future.  This is
a necessary  step so that  the  potential  impacts of ocean  disposal  can be
discussed with reference to  known marine resources.   A more detailed
description  of representative area characteristics  is presented in
Appendix D.

     No specific locations have been proposed publicly for nodule processing
plants  or for waste disposal  sites.   Nor is this section intended for
purposes of  site  selection.  Four regions  have been  chosen for general
discussion on the  basis that land-based processing  plants could be located
within the region  due to their  proximity  to the Pacific Ocean nodule  mining
area.  These  regions are classified  as

     •    Western  Gulf of Mexico

     •    Southern California Bight

     •    Pacific  Northwest

     •    Hawaii.

Within each  region more specific areas have been described to illustrate how
characteristics  vary with  depth  and distance offshore.   In general,
nearshore,  midshelf, and  deepwater  (seaward  of the  shelf)  areas are
described.   A summary of important  physiographic and bathymetric features
and circulation patterns is  provided  for  each region.  Similarly, a brief
description  of the significant  physical  oceanographic characteristics  (e.g.,
temperature,  salinity, density, dissolved  oxygen, and currents)  is provided
for the  specific  areas within each  region.  In addition,  biological
oceanographic characteristics  of each  region are summarized for each
specific area.

     This information represents  a synthesis  of available literature  and is
not intended to  be a  detailed analysis  as would  be  needed for site
selection.   However, this  information  is  sufficient to form the basis for
the preliminary  estimates of  the fate  of  discharged  wastes.   These
estimates, which  are also presented in this chapter, are  based upon the
predictive relationships developed in Chapter 3.
                                  103

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WESTERN GULF  OF  MEXICO

Physical  Characteristics

     The  Gulf of Mexico is a relatively  shallow (3,600  m  maximum depth)
semi-enclosed water body connected to the Atlantic  Ocean  by the Florida
Straits  and  the Caribbean Sea  by the  Yucatan  Channel  (Figure  18).   A
simplified view  of the basin's configuration is obtained by grouping similar
bathymetric  features and characteristics  into distinct  physiographic
subdivisions  as  shown in Figure  19.   The basin  is asymmetrical with its
greatest  depths  occurring  west  of 90° W  longitude,  while the two primary
channels  for  water exchange are  situated  3 to 6° to the east and trend in  a
general northwest-southeast orientation.   This bathymetric configuration  is
a  primary  influence  on the  Gulf's circulation  and  oceanographic
characteristics.

     The  large scale circulation  pattern  in  the Gulf of Mexico is dominated
by two current systems; the strong, well-defined clockwise Loop Current  in
the  east,  and  an elongated, less  permanent  clockwise  circulation  cell
located over  the deeper  areas  of the  central  and western Gulf.  The Loop
Current enters the eastern  Gulf  through the Yucatan Straits, exiting through
the Straits of Florida (Leipper  1970; Maul  1977).  The  Loop Current exhibits
a  definite growth and decay cycle which  begins with  the Loop Current
increasing its  penetration  into the  Gulf to a stage where a  large eddy
separates  from  the loop,  and drifts  and spreads into  the western  Gulf
(Behringer et al., 1977; Elliot  1979).  However, significant seasonal and
yearly variation  has been noted  in this pattern (Molinari 1978* 1980; Maul
1977).

Characteristics  of Representative  Areas

     Two  general  locations are  considered as  representative of potential
nodule processing waste disposal  sites;  a  midshelf  site and  a deepwater
site.  In  addition, conditions  at an  upper-slope site  are also described
because of the site's  historical  use for  chemical waste disposal (Atlas et
al.,  1980).   Shallow nearshore waters  and  a  gentle bottom slope effectively
preclude  disposal of nodule processing wastes  through a nearshore outfall
pipe.

     Oceanographic data  from Texas ASM western Gulf synoptic oceanographic
surveys in  February and  March, 1962,  serve to  define selected parameters in
each  area.  Stations  120,  122, and  92 shown in Figure  19  are considered
representative of mid-shelf,  upper-slope,  and  deep  basin  areas,
respectively.  In synthesizing  the physical  oceanographic nature of each
area, many technical documents were  reviewed  in addition to the Texas  A &  M
transect  data.   Nevertheless, the data set available  for compiling general
area  characteristics  was found to  be  limited  (e.g., seasonally or  for  a
particular parameter).
                                  104

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30°
25°
20°
                                                                            200m.
                                                                           1000m.
                                                                      FLORIDA STRAITS
                                                                 till
                OS-
85"
80°
                                                               REFERENCE: Nowlln  1972
        Figure  18.   Bathymetry  of Gulf of  Mexico.
                                      105

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                        Sigsbee Knolls

                 ABYSSAL PLAIN
20° -
                                          REFERENCE: after Ewing et al., 1958.
      Figure  19.   Physiographic subdivisions  of  the Gulf  of Mexico
                   and  selected stations of Hidalgo 62-H-3 cruise of
                   March  22-27, 1962.
                                  106

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Mi d-Shelf—

     Nearshore surface  salinities of the  mid-shelf region are typically low
due to intrusion  of  freshwater  from  continental  drainage (Nowlin 1972).
Salinity increases with depth and with  distance offshore.   Due  to
significant mixing,  temperatures are  relatively  uniform with depth.  This
temperature-salinity  combination  results in a typical  March  density gradient
of 1.0 sigma-t units  in  the upper 30 m (98 ft).   Dissolved oxygen levels are
relatively uniform with  depth, decreasing from 6.5 to  5.8 ml/1.

     Current  measurements on  the  shelf indicate that  the currents  are
typically aligned alongshore,  are highly  seasonal, and exhibit layering of
contrasting flow in  late spring  and during summer (Armstrong 1980).  Mean
surface currents are  downcoast to the  southwest  throughout the year, with an
onshore component in  summer.   Mid-depth to bottom flows are  directed upcoast
and offshore  (east  and southeast,  respectively)  from  May to August, and
downcoast the  remainder of the  year.  Deeper eastward  currents do occur
during some winter periods.  Mean current speeds decrease with depth, being
approximately 15 cm/sec near the surface and decreasing to 10 cm/sec near
the bottom.  Seasonally, speeds are lowest in summer and highest in the fall
and spring.  Flow variability is principally due  to  wind  shifts and tidal
currents.

Upper-Slope--

     Further offshore,  the  salinity is  relatively constant at 35.9 ppt  in
the upper 50 m (164 ft), increasing  somewhat between  100 and 200 m (328 and
656 ft)  to  36.1 ppt, and thereafter decreasing gradually with  depth  to
approximately 35 ppt.  In March,  temperature measurements indicate a gradual
reduction in temperature from  approximately  20°  C near the surface to 4° C
at 1,000 m (3,280 ft).   The resultant density profile consists of a small
positive density gradient to 50  m (164 ft) depth,  a  sharp density increase
between 50 and 120 m (164 to  492 ft), tapering  off  to  a  relatively small
increase with depth  thereafter.  Dissolved oxygen concentrations decrease
from surface values of  6.5 to  7.0  mg/1 to a minimum of approximately 3.5
mg/1  at between 250  and  400 m  (820  and 1,312 ft),  and increase to 5.0 mg/1
at 1,000 m (3,281 ft).  Geostrophic flow is predicted  to generally  be
eastward, varying from 25 cm/sec near  the surface  to  less than 5 cm/sec
below 350 m (1,148 ft).   At the  industrial-chemical   waste disposal  site A
(water depths of 900-1,400 m),  absol ute. near-surface  currents on the order
of 26 cm/sec or less  have been measured (Mungall  and Home 1978).

Deep Basin--

     Beyond the slope,  over the abyssal  plain,  salinities commence at 36.1
ppt at the surface,  increase  slightly to a maximum  of  36.35 ppt at 125 m
(410 ft)  and decrease sharply thereafter,  reaching a minimum of 34.89 ppt  at
580m (1,902 ft).  Below  greater depths, salinity  approaches 34.97 ppt.
Temperature decreases rather slowly  from  22.3°  C at  the surface to 20.5° C
at 125 m  (410 ft).   At  this depth  however, a pronounced gradient occurs,
with  temperature decreasing 15° C in  the next  800  m  (2,624 ft).   Beyond this
depth the temperature remains relatively constant  at 4.2° C.  The associated
                                   107

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density profile indicates a uniform surface density of 25 sigma-t  units in
the upper  mixed layer  [in  this case down  to 25 m  (82  ft)].   A  relatively
sharp pycnocline occurs  beyond  this point,  with  sigma-t values  increasing
another 2.75 units by the 1,000 m  (3,281 ft) depth.  Thereafter, the density
remains relatively constant at 27.75 sigma-t units.

     Dissolved oxygen concentrations of 6.1-6.9 mg/1  in the upper  100 m  (328
ft)  decrease  sharply  to a  characteristic  minimum of  3.83  mg/1 at
approximately  250 m  (820 ft).    Beyond  this depth, dissolved oxygen
concentrations increase, at first  relatively slowly to  4.9 mg/1  at 775m
(2,542 ft), then quickly to 5.91  at 70 m  (3,182  ft), and thereafter again
slowly to  a maximum value of 4.83  mg/1 at 2,920 m (9,579 ft).

     Calculated geostrophic flows  for  a  deep-basin  area indicate  westward
surface currents of  up  to  35  cm/sec,  decreasing  to no  current at
approximately 350 m  (1,148 ft).    Beyond  this  depth,  very  low  flows are
indicated, eastward at up to  1.2 cm/sec  down to  550 m  (1,804 ft),  and
thereafter again westward at greater depths, but  at less  than  1 cm/sec.

Fate of Material
     The fate  of instantaneously dumped material  is considered at Stations
120,  122,  and 92  (Figure 19).   The 4 hour  fate  computations  using  the
methods described in Chapter  3 are summarized in Table 27.   As can be seen
from these  results, the cloud  impacts the bottom at the shelf site.  Due to
vertical  dispersion, which is anticipated  to be high due to the vertical
shear in the  horizontal  currents,  the  finer particles may be  suspended
longer  than  otherwise expected.   At  the upper  continental slope  site
(No. 122) the  cloud  imoacts  the bottom  if  its initial density equals 2.0
g/cm3 but not  1.4 g/cm3.  The  cloud  is trapped for initial densities of at
least 1.4 g/cm3 at the deeper  continental rise site (No. 92).  In all three
of these sites the area of impact after 4 hours is  less than 0.5 km2, and
the dilutions  are high except  at the shelf  site.   Since the  current speeds
are less than  5 cm/sec at depths below 350 m, the center of mass is expected
to travel no more than 0.7 km  in 4 hours time.

     Discharge of a negatively buoyant  fluid from a marine outfall requires
a bottom slope steep enough so that the fluid travels away from the outfall
in a flow driven by gravity.   While the minimum slope necessary is dependent
on the particulars of a given  situation, the slope  is probably on the order
of several  degrees.  Figure 18 indicates that in the western Gulf of Mexico,
the bottom  slopes near the shoreline  are but a fraction of one degree except
at the  tip of the  Mississippi  River  delta.   Hence, construction  of an
outfall  is  impractical  unless  steep bottom slopes exist locally.

Marine Biological Characteristics

     Oceanic environments far beyond the continental  shelf  in the Gulf of
Mexico are  characterized as  oligotrophic.   Nutrient concentrations are
typically quite low  within the euphotic  zone, and  phytoplankton standing
stocks and  primary productivity are  therefore  low as well.   Production at
all  higher  trophic levels, including both pelagic fishes and deep benthic
                                   108

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o
ID
                    TABLE 27.   INSTANTANEOUS DUMP CHARACTERISTICS FOR SELECTED SITE  LOCATIONS
                                            WITHIN THE GULF OF  MEXICO
Site
Distance
Offshoreb
Description3 (km)
Shelf #120 100
Upper Continental 220
Slope #122
Continental Rise 540
#92
Variable Values Calculated for Four Hours after Dump
Initial Trapping
Depth Cloud Density Level c
(m) (g/cmc) (m)
44 1.4
2.0
1,100 1.4
2.0
2,900 1.4
2.0
bottom
bottom
600
bottom
1,300
1,400
Area
(km6)
0.01
0.01
0.15
0.44
0.54
0.62
Dilution
37
37
4,800
31,000
13,000
53,000
Thickness
(mm)
64
160

3


     Site  locations  shown  in  Figure  6-2.
     Distance  south  of  Galveston,  Texas.
                                       T
     Instantaneous dump volume  = 3000  m.
     Thickness  defined  as  volume of  solid  mass/area,assuming all of the material settles to the bottom within
       the 4-h  area.

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 communities, is correspondingly  low.  Nearshore and over  the continental
 shelves, phytoplankton  production is higher, supporting  important commercial
 fisheries for both pelagic and demersal species.

     Soft-bottom benthic  habitats over the  continental  shelf of the western
 Gulf of Mexico are divided into white-shrimp grounds  nearshore  (to depths of
 22 m) and brown-shrimp  grounds further offshore  (depths  of 22 m to at least
 90 m, and perhaps  to the edge of the continental  shelf at about 182 m).
 Each has its own  characteristic fauna  of both  invertebrates and fishes.
 Both the white shrimp  (Penaeus setiferus)  and the brown  shrimp (P. aztecus)
 are  of  prime commerciTl  importance, and both  are estuarine-"d"ependent,
 utilizing shallow,  brackish waters  nearshore as nursery  areas for their
 young.  A number of the demersal and  pelagic fish species, especially those
 of the white shrimp grounds, are similarly  estuarine-dependent.

     There  is a  series  of hard-bottom  banks or reefs on  the  outer
 continental  shelves of Texas  and  Louisiana  which  provide substrate for
 typical  reef-dwelling organisms (e.g., corals, coralline  -algae, gc>rgon1anss
 and the associated fish fauna).   In  some cases,  notably  for those banks in
 the northern Gulf of Mexico  such as  the East and West  Flower Garden Banks
 (Figure 19), the location of  the  banks  is  such  that many  of the resident
 species are cl imatol ogically  near  the limits of their existence, and for
 certain species,  at least partially  separated from  the  gene pool  of those
 species.  It has been suggested that  these  two facts  make these communities
 susceptible to collapse should the existing organisms  be destroyed by any
 anthropogenic factors,  such  as the  disposal  of manganese nodule processing
 wastes.   It has  also been suggested  that  the northwestern Gulf of Mexico
 represents a near  marginal environment  for many  of  the  resident  fish
 species, but especially those associated  with the  banks and reefs of the
 outer continental  shelf,  many of which are considered  to  be of tropical
 faunistic affinity.  The vulnerability of  these  unique environments should
 certainly be considered in  any decision of  where to dispose of manganese
 nodule processing wastes.

     Nearshore waters  of  the Gulf of Mexico support important commercial
 fisheries,.   In  particular, waters of  the north central Gulf  in the vicinity
 of the Mississippi  River delta have  been described  as being among the most
 productive  fishing  grounds in the world  (Thompson and Arnold 1971).  Nearly
 all  of the  commercial fish catch in  this  region comes  from the area within  a
 few miles of the  coast; the  only currently-utilized commercial  species of
 note beyond 12 miles from shore are  groupers and  red  snappers.   Another
 important fact  to consider is that  90 percent of the U.S. commercial  catch
 in the Gulf of Mexico is of  species  spending  part or all of their lives in
 estuarine waters.

     The most  valuable Gulf of  Mexico fishery  is  for the  various shrimp
 species, especially  brown  and white shrimp.   The  largest shrimp catches are
made in  the northern Gulf  of Mexico,  between the mouth of the Mississippi
 River and Freeport,  Texas.  Brown  shrimp, the most valuable species, are
occasionally taken  in depths  to 91 m,  but most of the catch of this species
 is from  waters of less than  55 m depth.   White shrimp are caught in waters
of less  than 27 m depth.  The distribution  of the  various shrimp species may
                                   110

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be altered by the deposition of manganese nodule  processing wastes on the
continental  shelf,  since  the  species  have been shown  to actively select the
type  of  substrate  they  inhabit.   Covering the  bottom with a  layer  of
inorganic particulate  wastes  could make  the bottom  unsuitable for brown and
white shrimp, which  are known to prefer  substrates  of soft mud or peat with
large amounts of decaying  organic matter or vegetation.

     Approximately  75  percent of the  Gulf of  Mexico  fish catch is used for
fishmeal, oil, or other processed  products.   The principal catches in this
fishery are  from the area  east of the Mississippi  River delta, however.  The
largest domestic fishery  in the  Gulf of  Mexico  in  terms of quantity  of
landings is  for menhaden,  a  pelagic species which  is used  for fishmeal, oil,
and other processed  products.  These  fish are caught  primarily within 24  km
of shore between Empire and  Intracoastal  City, Louisiana.

     Although there  are important  fisheries  in the Gulf  of Mexico for fish
species  inhabiting hard  banks  and reefs  (e.g.,   snappers,  groupers,
seabasses),  over 87  percent  of  the reef  fish  landings are from the eastern
gulf.

     There is potential for  expanding and/or  developing  other fisheries  in
the  Gulf of Mexico for  species currently underutilized.   Commercially
exploitable  stocks  of tuna occur over  the continental  slope  between the
183-m and 1,830-m depth  contours and a fishery could  develop  for these
fishes in the future.   Other  species (e.g.,  tilefish and yellowedge grouper)
inhabit waters overlying  the  upper continental  slope in this region, and are
believed to  be present in  stocks of  commercially important size.   There  is
also potential  for  diversifying the shelf fisheries,  now directed  primarily
at shrimp, so that  abundant bottomfishes  (e.g., sciaenids, demersal  sharks)
and shellfish (e.g., lobster, crabs,  clams)  could also be harvested.

SOUTHERN CALIFORNIA  BIGHT

Physical  Characteristics

     The southern California Bight, which extends from the California-Mexico
boundary northward  to Point Conception is morphologically classed  as  a
continental  borderland (Figure  20).   The southern California  continental
margin consists of a very  narrow shelf down to approximately the  100 m (328
ft) depth,  a limited  basin slope, a  relatively  wide borderland having  a
series of basins and interbasin  ridges,  and  a true continental  slope which
extends to the deep-sea floor.  Within the borderland  there are more than  20
basins extending as  deep as 3,000 m  (9,842 ft)  separated  by  submarine
ridges, banks,  and islands which reach elevations of  500 m (1,640  ft) above
sea level  (Uchupi and  Emery 1963).   The basins contain thick sediment fills,
whereas the  higher areas  consist of  sedimentary,   igneous, and  metamorphic
rocks.   Shelves around the islands  and  along the  mainland coast resemble
typical  continental  shelves  except  for  being much narrower.  A  number  of
submarine canyons cut  across the shelf,  providing  pathways  for offshore
transport of coastal  sediments.  The seaward boundary  of  the  borderland
province  is  distinguishable by a continental  slope followed by an  8 to 20  km
(4.3 to 10.8 nmi)  wide ridge at depths  of 400 to  1,600  m (1,312 to 5,249
                                   111

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              120"W
 34°N
90.70
              SUBMARINE CANYONS
      A. CORONADO
      B. LAJOLLA
      C. CARLSBAD
      D. NEWPORT
      E. SAN GABRIEL

       ESCARPMENTS
      1. CORONADO
      2. SAN PEDRO
F. REDONDO
G. SANTA MONICA
H. DUME
I. MUGU
J. HUENEME

 BANKS
I. CORTES
I. TANNER
REFERENCE: Uchupi  and Emery,  1963.
           Figure 20.    Continental  borderlands  off southern California
                         showing basins,  canyons,  and escarpments.
                                      112

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ft).  Beyond the  ridge  the topography deepens abruptly, dropping to the
ocean basin at  3,400  to  3,800 m (1.8 to 2.1  nmi).

     Along northern and  central California,  the  coastline exhibits  a general
northwest-southeast orientation.   At Point Conception the coastline has an
abrupt change in  orientation to an east-west alignment (gradually  the coast
returns  to a northwest-southeast orientation).  This  abrupt  change in
orientation  has  a significant effect on the  circulation pattern of the
Bight.

     The general  circulation pattern within  the  Southern California Bight is
strongly influenced  by the  California  Current system.  The California
Current  is a broad  [500 to  1,000  km (270  to 540 nmi)], weak  (5  to 10
cm/sec), southward-flowing  eastern boundary current extending  from
Washington to Baja California.  The water  carried  south by the California
Current is cooler than the waters  farther  offshore and is also  characterized
by  its low salinity,  high oxygen,  and high phosphate.

     Below  the  California Current  is the northward flowing California
Undercurrent.    This  current  occurs  at  intermediate depths beneath  the
pycnocline  and  seaward  of  the  continental  shelf.   It  is  narrower
[approximately  50 km  (27 nmi) in width] than the overlying southward-flowing
California Current.  The  Undercurrent,  which is believed to  have  the
Equatorial  Pacific  water  mass as its source, is  characterized  by  high
temperature, salinity, and phosphate concentrations,  but is low in dissolved
oxygen.

     At Point Conception, the southward-flowing  California Current no longer
flows along the  coast.   A northward flowing  counter current  or eddy forms
between  the California Current   and  the  coast, and extends from  Point
Conception to San Diego.  This northward  flow is termed either the Southern
California Countercurrent or  Eddy depending on  its  strength and pattern.
The northward  flow  is  sometimes continuous  around Point Conception,
particularly during winter months, when the term countercurrent rather than
eddy is commonly  used to describe it.  However, the  relative infrequency
with which drift  bottles  released   in the  Bight  are retrieved north of Point
Conception suggests that  the northward  flow  usually contributes the majority
of  its volume to  recirculation in  the California Current.

Representative Areas

     The physical  oceanographic characteristics  of three southern California
Bight disposal areas  are  presented in  the following  section; a shelf/canyon
area, a borderland basin area, and  finally a deep ocean  basin area.   The
information  presented represents a synthesis of data  obtained by review of a
large number of references.

Shelf/Canyon--

     Shelf temperature profiles determine the  local  density structure much
more than salinity, and  change markedly  from season  to  season.   In summer
there is  a shallow warm  layer which rarely exceeds 5  m (16 ft)  in thickness,
                                   113

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 followed  by  a  20 m (66 ft) thermocline having  a  gradient of  0.25°C per
 meter, and an isothermal (10°C) bottom layer.   In  the winter, the difference
 between the mean  surface and bottom temperatures is  significantly reduced to
 2.3°C, being only slightly  colder at the  bottom.  Below 20 m (66 ft), the
 normal winter cooling  is reversed, a  common  feature on the west coast shelf
 (Huyer 1977).  The average shelf  temperature  is  15°C during the summer and
 13.6°C during the winter.

     Horizontal  currents on  the  Southern California  continental shelf are
 variable, having  root  mean  square changes  in  a  few hours to 10 days which
 typically exceed  the  seasonally averaged  mean  values.   Typical  speeds
 observed on the  nearshore  shelf are  from  7  to  10 cm/sec,  but can  vary
 between 0-50 cm/sec (Hendricks 1975).   During spring and summer, when the
 water column is  thermally stratified,  surface and bottom currents may be
 opposed, whereas  during fall and winter, the  water column is less stratified
 and the flow structure  is more unidirectional.  Mean surface currents in all
 seasons sweep to  the south*   At  their  weakest during  the fall  they still
 exceed  2 cm/sec.   Although the current  structure has  been  found to  be
 similar in 60,  30, and  15 m  (197, 98, and  49 ft) of water, the  amplitude of
 mean currents is  substantially reduced at shallower stations.

     Canyon flows are  expected to differ from  those of the nearby shelf due
 to the channeling effect of  the canyon  walls.   Higher axial current speeds
 occur near the  heads of submarine canyons at more frequent intervals than at
 other bottom sites.  It should be noted  that upcanyon  movement  can occur as
 well as downcanyon movement.  Periodic turbidity currents are known to flush
 accumulated bottom material   down  canyon axes and into basin or outer shelf
 areas.

     Background  dissolved  oxygen  levels at  a  shelf disposal  site will  be
 similar to those  at the shoreward CalCOFI  line 9 station (90.28)  located in
 approximately 200  m  (656  ft) of water.    Surface values  remain  fairly
 constant near 8.6 mg/1 during  the  spring months, decreasing to 7.9 mg/1  in
 the winter.  At  100 m  (328  ft),  however,  the dissolved oxygen  values are
 much lower,  ranging from an  April  minimum of 2.5-3.0  ml/1  to  a  high in
 December of 4.0 ml/1.   At 200 m (656 ft), dissolved  oxygen concentrations
 below 2.0 ml/I  have been recorded between February and  August.

 Borderland Basin--

     Surface temperatures typically  range  from 19°C in August  to as low as
 14.5°C in January.   A pronounced spring  thermocline forms at 10 to 20 m (33
 to 66 ft)  as at shelf stations, and  tends to  persist  through October.
 Salinity, in  contrast, is  relatively uniform in the  upper 50m (164  ft),
 increasing somewhat  beyond 100 m (328 ft) depth.  The characteristic density
 profile  exhibits  a strong  density gradient  associated with ambient
 temperature, following the same pattern as  temperature  but in reverse
magnitude.   A very  strong  density gradient forms  in the  spring, becomes
maximum  [sigma-t  difference  is 1.0 from  10 to  30 m (33 to 98 ft)  depths] in
the summer-and dissipates  in the  fall.  Dissolved oxygen values are  at a
maximum  near  the  surface (7.8 mg/1),  decrease with depth, and are relatively
constant  in the upper 50 m (164 ft) throughout the year.  At 100 m (328 ft)
                                   114

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 and greater depths, a relatively pronounced  DO  minimum occurs during June,
 gradually  returning  to maximum  values  in  December  and January.
 Concentrations below 2.1 mg/1  have  been  recorded at depths  beyond 300m
 (984 ft).

     Dynamic topography  contours for  surface geostrophic flows relative to
 flows at 500m (1,640 ft) (Wyllie  1966)  for a mid-Bight location  indicate
 south to southeast flows  for  February through  June,  with northerly flows
 from July to January.  Flows at  a 200 m  (656 ft)  depth relative to  those at
 500 m (1,640 ft)  appear  to be northward  throughout the year except  during
 March and April,  when calculated flows  become very low.  Although monthly
 mean charts serve only as a guideline,  the trend of the southward-flowing
 California  Current moving  inshore during  April-May  and eliminating the
 Southern California Countercurrent at the surface  is evident,  and may  happen
 briefly even at the 200  m (656 ft)  level.   Outside of this period,  however,
 flows can be expected to be  northward.  Dynamic  topography charts  indicate
 approximate current speeds of 0-10 cm/sec  at the surface, and less  than 5
 cm/sec at 200 m (656 ft).

 Deep Ocean--

     Surface temperatures  vary from 17°C during  August through  October to a
 low of 14.5°C between January  and June.   At  100  m (328 ft) the temperature
 variation  is slight,  remaining at  approximately 10.5°C.   Although a
 thermocline is present, it  is far  less  pronounced than  at nearshore
 stations.   Surface  salinity varies  little, remaining  at  33.4 ppt.  An
 increase of 0.1 ppt is apparent  at depths of 100  to 200 m (328 to 656  ft) in
 October and  November.   The density  profiles appear  to  follow the water
 temperature pattern in  the  upper 50  m (164  ft),  and  seem to  be dependent
 primarily on salinity variations in  waters below this depth.   The maximum
 density  gradient  occurs in  September and  October.   Seasonal  density
 variation at depths below  50 m (164 ft) is  small,  amounting to approximately
 0.2 sigma-t units  or less.   Dissolved oxygen in  the surface  waters remains
 seasonally  constant at 7.8 mg/1  and decreases approximately 2.9  mg/1 per 100
 m (328 ft)  of depth from 50 to 200 m  (164  to 656  ft).  There  is evidence of
 slight maxima in  May and minima  in November.  However, the annual  range at a
 given depth is approximately only 1.4 mg/1  below  75 m (246 ft) deep.   At 200
 m (656 ft),  a value of  3.6 mg/1  has  been  reported.   Values as low  as 2.1
 mg/1 occur  at depths below 300 m  (984  ft).   Calculated geostrophic  flows at
 the surface relative to  a  500 m  (1,640 ft)  depth  appear to be between 2 and
 15 cm/year  to the  southwest throughout the  year.  Maximum currents  probably
 occur  in the June/July and  November/December periods  (Wyllie 1966).
 Currents  at  200 m  (656 ft) relative  to  500 m (1,640 ft)  appear to be much
 weaker,  being between 0 and 3 to 4  cm/sec.  For much of the year  (e.g.,
 August to December)  the  flow pattern appears to be poorly defined.

 Fate of Material
     The fate  of  instantaneously  dumped material  is  considered  at  CalCOFI
Stations 90.28, 90.45, and 90.70 (Figure  20).  The 4 hour fate  computations
using the methods described in  Chapter 3 are summarized in Table 28.   None
of the CalCOFI density profiles are sufficiently strong to trap  the cloud at
                                   115

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                TABLE 28.  INSTANTANEOUS DUMP CHARACTERISTICS FOR  SELECTED  SITE LOCATIONS
                                    IN THE SOUTHERN CALIFORNIA BIGHT



Description3
Cal COFI 90.82

Cal COFI 90.45



Cal COFI 90.70



Site
Distance
Offshore5
(km)
5

126



300




Initial
Depth Cloud Density
(m) (g/cmc)
200 1.4
2.0
900 1.4
2.0
1.4
2.0
>3,000 1.4
2.0
1.4
2.0
Variable
Trapping
Level0
(m)
bottom
bottom
200e
200e
900f
900f
200e
200e
3,000];
3,000T
Values Calculated
Area
(kmb)
0.03
0.03
0.03
0.03
0.3
0.3
0.03
0,03
2
2
for Four Hours

Dilution
400
400
400
400
1,400
1,400
400
400
320,000
320,000
after Dump
Thickness
(mm)
15
38









aSite locations shown on Figure 6-13.

^Distances measured on line to SW from Dana Pt.

clnitial dump volume = 3,000 m^.

^Thickness defined as volume of solid mass/area, assuming all of the material  settles to the bottom within
    the 4-h area.

eTrapping level is greater than this value.

fTrapping level is less than or equal to this value.

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depths less than  200 m, yet none of the  profiles report densities  at depths
greater than  200 m making it  impossible to determine  whether the cloud
impacts the bottom.  Hence  in Table 28  the  trapping level  for  sites 90.45
and 90.70 are  chosen equal to 200  m  and  the water depth.  These two depths
bracket the possible area and dilution  values.

     The maximum  slope from  the  shoreline to the  200 m contour shown in
Figure 20 is roughly  3 degrees.   This slope may be  sufficiently steep to
allow  discharging of material heavier than  seawater from an  outfall.
However, careful  experiments would be necessary to establish  the  adequacy of
a nearshore site.   In  the southern California Bight, the ideal location for
an outfall  site is at  the head of a submarine canyon.   Very steep canyon
slopes insure  predominantly downward transport of discharged  material.  Even
though upcanyon   transport  occasionally  exists,  no significant  upward
transport of material  above  the depth of the  outfall is expected based on
the behavior of sludge discharged  from  the Hyperion sludge outfall.

Marine Biological  Characteristics

     Although  phytopl ankton  production  is  generally not nutrient limited
waters of the  California Current  beyond  the continental  shelf off southern
California, annual primary production  is nevertheless low relative to areas
over  the  shelf and nearshore.  Consequently,  production at  all  higher
trophic levels, including both pelagic fishes and deep benthic communities,
is also low.   An  additional factor which  reduces the  amount  of organic
matter reaching deep benthic  communities in this  area is that  terrigenous
sediments from southern California are  currently being deposited  in the deep
basins of the  continental borderland, and hence are not transported into the
deep  sea  by turbidity currents, as  is the  case  in other areas  (e.g.,
offshore of the Pacific Northwest  coast).

     There is  typically an onshore-offshore  gradient in  both phytopl ankton
standing stocks and primary productivity off southern California, such that
the highest stocks  and  highest  production occur nearshore.   Production
nearshore  is  enhanced seasonally  by coastal  upwelling,  since  the
phytoplankton  nearshore are  at  other times  limited  by the  availability of
fixed nitrogen.

     The complex  topography of  the  California  continental  borderland
represents  a variety of habitats  for benthic organisms.  Some  of the deep
basins of the  continental borderland  have a depauperate benthic fauna due to
their low dissolved oxygen concentrations, which are caused by reduced water
exchange and the  decay of organic  matter  within the basins.   Various shallow
benthic  habitats also exist on  the continental  borderland of  southern
California.  Several  hard-bottom banks (e.g.,  Cortes  and  Tanner  Banks;
cf.  Figure  20)  are unique in that they  provide  shallow water  habitats at
great distance from  shore (approximately  180 km).  Also  present  on the
continental  borderland are a  number of  offshore islands which are surrounded
by both hard and  soft bottom  substrates  for benthic community development.
These  islands  also represent  important habitat  for various  pinnipeds,
including  California  sea  lions, Stellar sea lions, and northern elephant
seals.
                                   117

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     Important  nearshore habitats which could be particularly  vulnerable to
impacts of the  disposal of manganese nodule processing wastes  include rocky
intertidal and  subtidal habitats, kelp  beds, and submarine canyons.

     Major fisheries in the Southern  California Bight are focused  on pelagic
species, such as  northern anchovies, jack  mackerel, and tunas, rather than
demersal species.  Trawl  fisheries, which are  of greatest  importance in
other coastal  areas, are not extensive  in  southern California, due both to
the  small  area  of the  continental   shelf and  to certain regulatory
limitations.   The small  southern California  trawl  fishery,  which catches
primarily rockfishes and flatfishes,  is  largely limited to the  Santa Barbara
Channel.

     Tuna fisheries account for a substantial  portion  of  the landings in
southern California.   While yellowfin  and skipjack tunas are  caught
primarily off the coasts of Central  and  South America, both  bluefin tuna and
albacore  are seasonal  migrants into  southern  California  waters,  and an
offshore fishery  there is directed at these species.

     A significant  oil  and  fish  meal  reduction fishery is  centered in the
channel region  extending between Santa  Barbara-Santa Cruz  Island and Santa
Catalina-Dana Point.  This fishery,  directed primarily at northern anchovy,
also takes jack mackerel, Pacific mackerel, bonito,  bluefin  tuna, and squid.
Both northern anchovy and  jack  mackerel are schooling species which are
particularly  abundant near the surface  in  waters overlying  the deep basins
of the continental  borderland.   Adult jack mackerel are  abundant over rocky
banks at depths of  9-55 m, around the rocky perimeters of offshore islands,
and in rocky  coastal areas  associated  with kelp beds.   Over  90 percent of
the catch of  jack mackerel  is  from  the vicinity of Santa  Catalina and San
Clemente Islands  and on Cortes  Bank.

     Other lesser  fisheries in southern California  include:  a developing
fishery for squid within 4.8 km of  shore, both on the mainland coast and in
the  vicinity of  the  channel  islands; a spiny  lobster fishery in  rocky
coastal areas;  an abalone  fishery  centered in  the vicinity of kelp beds
around the channel islands and  near Santa Barbara; and a developing pot
fishery for sablefish.   Fisheries with  considerable potential for future
expansion include:  the  squid fishery; the  oil  and fish  meal  reduction
fishery  for  northern  anchovies and  jack mackerel  (especially if  other
markets could be  developed);  and fisheries  for currently underutilized
groundfish species  such as sharks, skates, and rays.

     Certain  species of commercial  importance have demersal eggs and hence
are potentially  vulnerable to burial   under  manganese  nodule processing
wastes.  Squid,  for instance, attach  their  eggs  to sandy substrates in
semi-protected bays.    California halibut also  spawn demersal  eggs.
Selection of a disposal  site for these  wastes  should consider avoidance of
spawning  areas utilized by such species.

     While there  is currently  a developing fishery for  Pacific hake in the
Pacific Northwest, this  species is not fished  commercially  in  southern
                                  118

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California.  Pacific hake  undertake  extensive seasonal migrations, however,
and it is known that the hake caught  off the Pacific  Northwest were spawned
at depths of 183-503 m  over the California continental slope.  During  the
spring and summer,  adult hake move northward and  inshore, where they become
subject to the fishery  over the Pacific Northwest  continental shelf.

PACIFIC NORTHWEST REGION

Physical  Characteristics

     The northwest  offshore  region discussed in  this section extends from
Cape Mendocino in northern California to Cape  Flattery in Washington.   The
continental shelf in this region  is generally narrower,  steeper, and  has
greater depths than  average values  for other continental  shelves of  the
world.  Significant features of the  shelf  are the submarine canyons which
traverse the seaward edge  of the  shelf, and the banks which rise abruptly
60-73 m (197-239 ft) near  the shelf edge (Figure 21).

     The prominent feature of Pacific Northwest  shelf  circulation is a
southward coastal  jet during the  upwelling season  (Mickey 1979b).   In
spring, the center  of the  southward  flow moves  from a summer position of 15
km (8 nmi) offshore to  within 10  km  (5.4 nmi)  of the coast.  The width of
the flow increases  at this time,   extending out over the continental slope
(Huyer et al., 1978).  Over the  inner shelf,  the  currents are apparently
much weaker than  at mid-shelf.   Surface currents over the outer shelf  are
generally believed  to be  southward.  Beyond  the shelf,  geostrophic
calculations indicate a  mean  southward   flow  which is  weaker than at
mid-shelf.

     At depths  of 200 to  300 m  (656  to  984 ft)  there  is  a northward
undercurrent (Favorite  et  al.,  1976), whose  presence has been verified  off
Oregon in spring  and early summer  (Huyer and Smith  1976) and off Washington
in late summer and  early fall (Cannon  et al., 1975; Reed and Hal pern 1976).
Between July and  September,  the northward  flowing jet over the Washington
continental slope has been observed  to  be  20 km  (10.8 nmi) wide and 200 m
(656 ft)  thick,  (excluding flow components  below  5 cm/sec).   A maximum core
speed of 16 cm/sec  has  been measured at a depth  of 192 m (630 ft)  in 600 m
(1,968 ft) of water (Hickey 1979b).   Below  60 m  (197 ft),  slower northward
flow was  observed,  on the average, over  a 6-week  period (July-September) as
far as 80 km (43.1  nmi) offshore,  across  the  slope, and  over the entire
shelf.

Representative Disposal Site Characteristics

     Typical  physical oceanographic  conditions at  shelf,  slope, and basin
sites off the Oregon coast  are presented  in this section.   Although  the
salinity,  temperature,  and density data are  isolated measurements,  they do
represent  conditions expected during the winter and  summer periods.   The
current profiles  are mean currents over the winter  and  summer  periods.
Further offshore, over  the  lower   slope  and  deep-ocean basin where current
measurements are  not  available,  calculated geostrophic flows  are presented.
                                   119

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I29°W
125°
I2OC
               Eel Canyon



           Mendocino Canyon
                                     P Cope Mendocino
                                    «&../.
                                                                 49°N
                                                               -U5°
                                                                 40°
                                 REFERENCE: McManus, 1964; Byrne, 1963a.
    Figure 21.    Relative  positions  of major submarine banks and
                  canyons off Northwest coast.
                               120

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 Shelf—

     The pronounced temperature gradient which is  apparent in the upper 20 m
 (66 ft) in summer becomes  less intense in winter extending down to 40 m (131
 ft) depth.  Beyond this  depth, temperature variations are slight, decreasing
 to 6° C in deeper waters.   Density data indicate a significant dependence  on
 salinity in both  the  winter when the  temperature gradient is small, and
 during the summer when a strong thermocline is present.  Longshore velocity
 components are much greater  than onshore components, and near surface flows
 are predominantly southward  in  both summer  and  winter periods.  Movement
 below 75 m (246 ft) is northward during both seasons.

     The distribution  of dissolved  oxygen  (DO) in northwest coastal  waters
 is complicated due to  upwelling, freshwater discharges, entrainment of deep
 water,  and wave  action (Stephansson  and Richards,  1964).   Biological
 activity  nearshore is  also  more  intense  and  more  variable than  farther
 offshore.  Maximum surface DO values  of 10.0 to  10.7 mg/1  occur nearshore
 between June and  July.   The generally  high surface values exceed levels
 expected for colder  upwelled waters  in atmospheric equilibrium, and are
 attributable to high  photosynthetic production rates.

 Upper Slope—

     A strong thermocline  and halocline can persist during the summer in the
 upper  10 m (33 ft).   In  winter,  smaller  gradients can  occur and two
 stratification levels  appear  at  approximately  10 and 60 m (33 and 179 ft),
 the upper one being due  to cool  low-salinity water very near the surface.
 Upper slope currents are  strongly  southward  in  summer down to 100 m (328
 ft), beyond which a slow northward current occurs.  Average currents down  to
 150 m (492 ft) persisted in  an onshore direction during a 30-day measurement
 period.  In winter (January-April), the mean longshore current magnitudes
 are  very low, with some  southward movement down to  100 m (328 ft) and
 northward flow beyond  to the  sea floor.   Mid-slope temperature and salinity
 profiles appear similar  to those  on  the upper-slope during  both the summer
 and winter periods.  Southward currents  persist from 50-200  m (164-656 ft),
 while movement in  the  onshore direction is very slight.

 Lower-Slope and Upper-Basin—

     In lieu  of  measured currents  in the  offshore area,  calculated
 geostrophic flow  profiles  are used.   Summer surface currents  at 65 km (35
 nmi) offshore  are southward in  summer, decreasing  from  approximately  6
 cm/sec to no  current at  a depth  of  150 m  (492  ft).  In an adjacent area  10
 km (5.4 nmi)  further offshore, near-surface  southward currents of 5 cm/sec
 decrease to negligible speed at 50 m (164 ft).

     Beyond the continental shelf, DO  values remain relatively constant  in
 the upper mixed  layer at near  9.0  mg/1.  DO concentrations increase  to
 maxima of 9.3 to  9.6 mg/1 between March and May.   As the temperature further
 increases  in summer, lower DO  solubility results in decreased surface
 concentrations of  approximately 8.2 mg/1  in the  upper 10-20 m.  A subsurface
maximum at depths of 20 to  50 m persists at the previously established
winter concentration of  9.6 mg/1, however.
                                   121

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 Fate of Materials

     The fate of  instantaneously dumped material  is considered  at  four
 offshore  regimes  characterized  by  water  depth.   Each region  has  two
 stations, one having  winter density profiles,  the other summer  density
 profiles.   Each  station is shown  in Figure 22.  The 4-hour  fate computations
 using the  methods described in  Chapter 3 are summarized  in  Table 29.   As  can
 be seen from these results, the density stratification is not sufficiently
 strong to  trap the 3,000-m3 dump except  at  the  continental slope  station
 during the summer.  The area of  impact  after 4 hours  does not exceed  0.11
 km^ except at the  slope station.   The  dilutions  are  modest at the nearshore
 stations  and much larger  in  deeper  water.  In  this  region the  surface
 currents are to  the south and below 100 m the currents  are  on the order  of  1
 cm/sec  to the  north.   Hence, all of the instantaneous  dump clouds  are
 advected  slowly to  the north,  while continuous  surface discharges  are
 carried to the south until  the  particles fall  below 100  m depth.

     The maximum slope  from the shoreline  to the  50 m  contour shown in
 Figure 22  is roughly 1 degree.   The  slope from the 50 to 100 m contour is
 even less.   Location  of  an outfall  a reasonable distance from shore is
 unlikely to  allow adequate dispersion  of  negatively  buoyant waste material.
 However, a  detailed examination of the  nearshore  bathymetry may reveal
 acceptable sites.

 Marine Biological Characteristics

     Oceanic primary  production  far  beyond  the  continental  shelf of  the
 Pacific Northwest is  relatively  low due  to low light  levels in winter  and
 nutrient  limitation  in summer.   Production at higher  trophic  levels,
 including  both pelagic  fishes  and  deep benthic communities,  is
 correspondingly low.    Nearshore  and  over the continental  shelf,
 phytoplankton production is  higher, due  in large part to seasonal  coastal
 upwelling,  which typically occurs duing spring  and  summer.  The higher
 primary production over the  shelf supports important commercial  fisheries
 for both pelagic and  demersal species.

     In deep benthic  habitats  at the base  of the continental  slope,  the
 abundance  of benthic  organisms  is apparently  correlated with the magnitude
 of the input of  organic detritus  via turbidity currents.  Consequently, much
 larger benthic populations  may  exist  in areas receiving frequent turbidity
 current deposits (e.g., Cascadia  Channel) than in other nearby areas where
 turbidity  currents are  of minor significance (e.g., Cascadia Abyssal  Plain).

     On the  continental shelf  of the  Pacific Northwest,  the abundance of
macroepibenthic  organisms  is largely  determined by the type of substrate.
 Within 20  km of  the Oregon coast,  for instance,  the bottom is essentially
 100 percent  sand, reflecting  the  high wave  energy in  this environment during
winter storms.   This  sand  has  a  very  low  organic carbon content, and as a
consequence, both the  numerical  abundance and biomass of macroepibenthic
organisms  is  low there.   With  increasing distance  offshore, however,  the
sediment grain size decreases and  the organic  carbon  content increases (as a
                                  122

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125" 30'
                      125" W
                                            124* 30'
         Figure 22.  Stations used  for  the  estimation of instantaneous
                     dump characteristics  in the Pacific Northwest.
                                    123

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                    TABLE 29.  INSTANTANEOUS DUMP CHARACTERISTICS  FOR PACIFIC NORTHWEST
                              SELECTED SITE LOCATIONS OFFSHORE  OF THE COAST
Site
Description6 Distance
(S = Summer Offshore"
W = Winter) (km)
Shelf:
Carnation (S) 11

Sunflower (W) 12

Upper Slope:
Edelweis (S) 28

8D (W) 29

Mid Slope:
Forsythia (S) 47

19D (W) 57

Slope:
Gladiolus (S) 83

16D (W) 96

Variable Values Calculated for Four Hours
Initial
Depth Cloud Densi
(m) (g/cmc)

99 1.4
2.0
97 1.4
2.0

196 1.4
2.0
218 1.4
2.0

492 1.4
2.0
435 1.4
2.0

1,412 1.4
2.0
1,356 1.4
2.0
Trapping
ty Level0
(m)

bottom
bottom
bottom
bottom

bottom
bottom
bottom
bottom

bottom
bottom
bottom
bottom

611
1,124
bottom
bottom
Area
(kmb)

0.02
0.02
0.02
0.02

0.03
0.03
0.04
0.04

0.11
0.11
0.10
0.10

0.16
0.43
0.59
0.59
Dilution

120
120
110
110

400
400
500
500

3,100
3,100
2,400
2,400

5,300
29,000
50,000
50,000
after Dump
Thickness
(mm)

2
81
33
82

15
38
13
33

4
11
5
13



1
2

aSite locations shown on Figure 6-34.
b
 Distance measured from site due east to coastline.
c                             3
 Initial dump volume = 3,000 m .
^Thickness  defined as volume of solid mass/area,assuming all of the material settles to the bottom within

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result of the smaller  particle size and  of the  higher primary production  in
the waters overlying the outer continental shelf).  As a consequence, both
the numerical density  and the biomass of macroepibenthic organisms  increase
with distance offshore to depths  of 200 m.  The biomass of these organisms
at 200 m depth has  been estimated to be  73 times higher than the biomass  at
50 m depth.   The  numerical abundance  of benthic infauna exhibits a bimodal
distribution,  with high abundances  nearshore and  near the shelf  break.
Filter feeders dominate nearshore,  while deposit feeders are more  abundant
near the shelf break.  One result of the higher production in the overlying
waters and of the higher abundance, of  macroepibenthic organisms  near the
shelf  break is that  demersal   fishes  are  most  abundant on the outer
continental  shelf and  upper continental  slope  (depths of 91-411 m).

     Rocky intertidal  and subtidal  environments  nearshore support diverse
benthic communities.   These  areas  also  provide important habitat  for both
Stellar sea  lions and  sea otters.

     Commercial  fisheries are of great economic  importance in Washington and
Oregon.  Both pelagic  and demersal  species are heavily utilized.  Although
the continental  shelf  is relatively narrow, demersal trawling is not limited
to the shelf but  extends offshore to  depths of at least 1,280 m.  Demersal
trawls  are   utilized to  capture a wide variety of fishes including
flatfishes, rockfishes, and lingcod.   Midwater trawls  are utilized to
harvest Pacific hake,  widow rockfish,  and shortbelly rockfish.  Wide-ranging
epipelagic fishes,  such as albacore and several species of salmon  (notably
chinook and  coho),  are caught by trolling.

     Certain Pacific Northwest  fisheries are dependent  on seasonal
migrations of the fish.   Albacore, for instance, only enter the  offshore
waters  of the Pacific  Northwest  (typically  80-241  km  from shore,  and
occasionally to  482 km  from shore)  when the surface  waters have  warmed
appreciably  (e.g.,  late summer and  early fall).  Albacore are then subject
to a brief,  but  intensive fishery.  Pacific hake migrate to the shelf  waters
of the Pacific Northwest for feeding during spring and summer.  During fall
and winter,  they  are found over the continental slope off California.  The
only commercial  fishery  for  this species  occurs  in the Pacific Northwest.
The salmon troll  fishery, conducted primarily within 19 km of the shore, is
also subject to seasonal  variations  in abundance  because  the salmon
undertake spawning  migrations to the freshwater  rivers and streams  of the
Pacific Northwest.

     Two invertebrate  species support important commercial  fisheries  in the
Pacific Northwest.  Dungeness crabs are caught in pots at depths less than
91 m,  primarily in sand or  mud  bottom  areas.   Pink shrimp  are caught in
trawls,  primarily  in depths  of  91-183  m,  over  bottoms of  green  mud or a
mixture  of mud  and  sand.   They are occasionally caught at depths as shallow
as 64  m  or as deep  as 302 m.

     Currently-underutilized  fish species could support expanded fisheries
in the  future in  the  Pacific Northwest.  Demersal  species which  could be
caught  in  greater numbers than  at present  include  certain sharks, skates,
and flatfishes.   Pacific  hake catches could also support expanded fisheries
                                   125

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in  coming years.   Among  the pelagic  fishes,  there is potential  for
increasing the catch  of  Pacific herring  (especially  if  they could be fished
in the open  ocean),  northern  anchovies, Pacific mackerel,  and pomfret.
Squid could also be caught  in commercial  quantities in this area.

     Commercial  species of the  Pacific  Northwest  exhibit  such  a  great
diversity of life cycles and reproductive strategies  that it is difficult to
make generalizations.   Fishes which  reproduce in  the area may be either
oviparous (egg laying; e.g.,  Pacific cod) or  ovoviviparous  (bearing live
young;  e.g., certain rockfishes).   Fish  eggs may  be pelagic  (e.g.,
sablefish), semipelagic (initially demersal,  subsequently pelagic; e.g.,
Pacific halibut), demersal without parental care (e.g., Pacific cod), or
demersal with parental care (e.g., lingcod).   Eggs  of commercially-important
invertebrates may also be pelagic  (e.g., crabs, shrimp)  or demersal (e.g.,
squid).  While a number  of commercially-important species leave the marine
waters of the Pacific  Northwest to spawn  (e.g.,  albacore  spawn  in the warmer
waters of the central  Pacific, Pacific  hake  spawn  off  California, Pacific
herring spawn in protected bays and estuaries,  salmon migrate  to freshwater
rivers and streams) others spawn  in the  marine waters  of the  region (e.g.,
Pacific cod, Pacific  halibut, lingcod).

HAWAII

Physical Characteristics

     Previous studies  by Jenkins et al. (1981) have identified the island of
Hawaii as a potential  location  for a  manganese nodule  processing plant  and
noted that one ocean mining, group  has publicly expressed interest in  this
site.  For this reason, the physical and  biological characterization of  this
region is focused specifically on the  waters around the  island of Hawaii  and
especially the eastern or windward site.

Bathymetry--

     Figure 23 presents  the bathymetric contours in the vicinity of  Puna
Canyon.  The morphology of the adjacent  Puna  Ridge was surveyed using a
submersible by Fornari et al. (1979).   The  ridge is a submarine continuation
of the East Rift Zone of Kilauea  volcano, and  represents a principal  locus
of submarine volcanic activity and a major outbuilding site for Kilauea.
The micromorphology consists of fresh  lava  pillows  and cylinders with a  lack
of interstitial  sediments and benthic  fauna.

Circulation  Patterns—

     The primary factors which influence  current patterns  in Hawaiian waters
are the West Wind  Drift, tidal motions,  and an anticyclonic gyre northeast
of the islands.   Currents generally show  strong  tidal variations, frequently
including direction reversals over a  tidal cycle, but are modified locally
by winds, internal wave motions, and other  factors.

     In examining  data available near  proposed dredge  spoil  disposal  sites
off of Hilo  (Figure 24),  it  became apparent  that previous  oceanographic
                                   126

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 156°       155°
0
I
                                 155°
        I
                I
I
 50
	I  NAUTICAL MILES
I     I    I    I    I    I
                       KILOMETERS
0                   50

CONTOURS IN THOUSANDS OF FEET
   Figure 23.     Bathymetry  of the Puna Canyon,
                                                                      18°
                                 127

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                        155°00'
                                                         154°50'
                                                                 — 19°42'
J NAUTICAL MILES

   KILOMETERS
 I
 8
REFERENCE: EPA 1980C
Figure  24.   Proposed and  alternative dredged  material
             disposal sites.
                           128

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measurements were  made  either within  Hi To Bay or much  farther offshore in
waters exceeding  3,000  m  (10,000 ft)  (Neighbor Island  Consultants 1977).  A
very limited amount  of  current  data is available  for  dredge spoil disposal
sites 9 and 9B near  Hilo  Bay.  At  the  Inner Hilo site  9 which is in 340 m
(1,115  ft) of water,  two  days of surface current measurements  (drogue
movements)  indicated northwesterly flows at between 15  and 36 cm/sec.  Upper
subsurface currents were  highly  variable with some tidal  correlation.
Deeper currents decreased in magnitude but became more  uniform in direction,
remaining between  338°  and 20° of magnetic north.   Surface currents had 180°
reversals in direction.   At 15 m  (50  ft), currents  ranged  from 15 to 57
cm/sec, decreasing toward the bottom to between 0 and 15  cm/sec.  At site 98
(Outer  Hilo) which is  in  329 m  (1,080 ft) of  water,  surface  drogue
measurements  indicated a moderate west-southwesterly flow.   Subsurface
currents of less than  26  cm/sec were  generally  oriented toward  the
northwest.   A tidal influence  was evident on all  records.   The  EIS for
Dredged Material  Disposal Sites  Designation (U.S. Environmental Protection
Agency 1980c) indicates that current  depths of these sites were 29, 19, 16,
and 11 cm/sec for meters at  15,  45, 183,  and 340  m,  respectively, with
deeper flows being towards the north.

     Current measurements have also been made at nearby University of Hawaii
Station 212 off Alia Point to the north of Hilo in 210  m  of water (Wyrtki et
al., 1969).  August 3  through 15  recordings  for a meter  at  30m (98 ft)
depth indicated strong  easterly  (107° true) average current speeds of 32.7
cm/sec, with weak  tidal currents superimposed.

    ' In January,  the surface  water temperatures  were 25° C,  decreasing to
22° C at 152 m (500 ft).   At this point, a relatively sharp thermocline
occurred down to  243 m  (800 ft).  Beyond  this  depth, temperatures continued
to decrease, reaching 9°  C at 426 m (1,400 ft).

     Currents nearshore appear to be southward  and can  reportedly be as high
as 100 cm/sec. Deeper  than 30 m (100 ft), currents decrease significantly,
becoming negligible. Offshore, from 15 to 35 km, northward surface currents
are weaker, being  25.7  cm/sec or less.  Subsurface currents decrease quickly
as a function of depth, and tend to flow to the south.

     Currents along  the canyon axis at  426 m  (1,400 ft) depth  range from 0
to 13 cm/sec, and  directionally are a  function  of tides,  being  upcanyon on a
rising tide and downcanyon on a  falling tide.  Bottom visibility is very
high due to the lack of any  sediment sources  nearby, the closest drainage
being 50 km (28 mi)  away.

Representative Area

     For the purpose of this project,  the Puna Canyon area is  discussed in
view of its proximity to  an  existing dredged  material  disposal site (9B).
It should be noted that site 9A  in  2,103 m  (6,900 ft) of water (Figure 24)
was relocated to site 9B due to  intense commercial fishing at  9A (Neighbor
Island Consultants 1977).
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 Fate of Material

     The fate of instantaneously dumped material  is  considered at Site  9
 which is shown in Figure  24.  The 4-hour fate  computations using the methods
 described in Chapter  3 are summarized  in  Table  30.  These results show that
 the cloud impacts the bottom.   Due  to the steep bottom slope, the cloud is
 likely to travel  down Puna Canyon  into much deeper  water, and the 4-hour
 trapping level may be much greater than that shown in the table.  Similarly,
 if an outfall discharging material  more dense than  seawater were located
 near the head of Puna Canyon,  a  turbidity plume would carry most, if not
 all, of the material  down the canyon into very deep  water.

 Marine Biological Characteristics

     Due to the strong vertical stratification of  the water column in open
 ocean environments of the tropical  Pacific,  the supply of nutrients to the
 epipelagic zone is limited,  and phytopl ankton  primary production there is
 very  low.   As a  consequence,  production at all   higher trophic levels,
 including both pelagic  fishes  and  deep benthic communities, is also very
 low.  Deep benthic organisms are in  particularly low abundance in open  ocean
 areas of the tropical Pacific because they are  far  removed from terrigenous
 sediment sources  with their associated organic detritus, the  productivity of
 the overlying waters  is very low,  and the benthtc communities are separated
 from  the epipelagic  communities  by a deep water column.   Ambient
 sedimentation rates  are very  slow,  and hence it  is  likely that  benthic
 organisms in these habita-ts  are  ill-adapted to  significant  increases in
 these rates, which could accompany  disposal  of manganese nodule processing
 wastes in the open ocean.

     Phytoplankton primary productivity  near  the  Hawaiian  islands is
 enhanced due to an "island mass effect" which appears  to be  associated  with
 increased  turbulence and vertical  mixing  in the channels  between the
 islands.   Primary production  is also elevated  near the islands  due to the
 contribution of benthic algae, especially the coralline algae which  are the
 primary reef-building organisms in this  area.

     Coral  reefs  are  well developed along  the leeward or  Kona  (western)
 coast of the  island  of  Hawaii, but  there is little  coral  growth on the
 windward  (eastern)  side of the island, due to the exposure of this  coast to
 waves driven by the trade winds.   The only fringing  reef on the  island of
 Hawaii  is  located on  the northwestern  side of the island.   Coral  growth is
 less  vigorous  north of Keahole  Point on the  Kona coast of  Hawaii,  perhaps
 due to the  finer  sediments and  higher turbidity  found in this  area.   This
may be a  natural  phenonemon related to the protected  nature of  this coast
with  respect to the prevailing wind  and waves.

     The  amount of  wave exposure  has a direct  relationship  with both the
amount  and type of coral  growth in nearshore  environments on  the  island of
Hawaii.  The Kona  coast  has a rich and  varied benthic fauna,  both
intertidally and  subtidally,  while there are  fewer benthic organisms on the
windward coast.   Consequently, even the  type of  fishes  inhabiting  a
nearshore area  can be a  function of  the amount  of wave  exposure.
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                   TABLE 30.   INSTANTANEOUS DUMP  CHARACTERISTICS  FOR  SITE  LOCATIONS
                                    OFFSHORE OF THE  ISLAND OF  HAWAII



Description3
Site 9

Site
Distance
Offshoreb
(km)
9

Variable Values Calculated for Four Hours after Dump
Initial Trapping
Depth Cloud Density Level0
(m) (g/cm°) (m)
329 1.4 bottom
2.0 bottom

Area
(km6)
0.06
0.06
H
Thickness
Dilution (mm)
1,250 8
1,250 19

aSite location shown on Figure 6-53.


bDistance measured from nearest point of land.

c
 Instantaneous dump volume = 3000 rrp.

dThickness defined as volume of solid mass/area, assuming all  of the  material  settles  to  the bottom within
   the 4-h area.

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     Coral  reef communities are  particularly susceptible  to environmental
perturbations associated with  the introduction of sediments  to the nearshore
environment.  High turbidity may limit algal  growth or interfere  with
filter-feeding organisms.   Deposited sediment may  bury  the hard substrate
needed for  attachment or  cause  abrasion of soft benthic organisms.   For
these reasons, it  is less  desirable to dispose  of  fine  particulate wastes
(such as manganese  nodule processing wastes) in areas  where coral reefs are
present than in areas where they  are  absent.

     Due to the narrowness of  the insular shelf around Hawaii, there is not
an extensive shelf community beyond the reefs, but  rather the sea floor
increases in depth  rapidly with  increasing distance  from shore.

     One seasonal  inhabitant  of Hawaiian nearshore environments deserves
special attention.   Humpback  whales range  over  much  of the North Pacific
Ocean  but  overwinter near the  Hawaiian islands,  especially along  the
northwestern and southern coasts  of the island of  Hawaii.  The overwintering
grounds of this endangered species  are receiving consideration as a national
marine sanctuary.

     Hawaiian fisheries are primarily conducted  within 32  km of the coast.
On the island of Hawaii, both  Hilo  and Kona are  important  commercial  fishing
centers.  Kona is  an important sport fishing port as well.  Because Kona is
located  on the leeward  side   of the  island,  its  fisheries are more
diversified and its landings are greater than at Hilo,  where rough waters
limit fishing activity.   Tuna  fisheries  are the most important fisheries
around the  island  of Hawaii, followed by  the  fisheries for limpets, wahoo,
scads, and  blue marlin.  Due to the narrow insular shelf, trawls are little
used in Hawaiian fisheries; handlines and  trolling are the major fishing
methods.

     Yellowfin tuna are caught in a night handline fishery between 24-80 km
from shore  off both  Hilo  and  Kona.  Other  species  caught in this fishery
include  albacore, bigeye tuna, several  billfish  species,  and dolphin
(mahimahi).   All  of these species,  as  well as wahoo,  are  taken in  the
daytime handline,  surface troll,  and  longline fisheries within 32 km of the
coast.

     In  areas having rocky  bottoms,  with dropoffs,  pinnacles,  and
depressions,  bottomfish species  such as snappers,  amberjack, and jack
crevalle are caught on deep-sea  handlines.    There is also  a midwater
handline and  net fishery for scads within 3.2  km of the  coast in depths of
27-107 m.

     In sandy  bottom  areas at  depths of 27-91 m off the Kona coast  of
Hawaii,  there  is a  small  commercial fishery for crabs.   Precious  corals,
which grow  only at depths of 100-400  m, also  support a minor commercial
industry on the island  of  Hawaii.  An  important bed of precious  corals
occurs  off  Keahole  Point  on the  Kona coast; other  areas likely have  such
beds  but  have yet to be explored.
                                  132

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     Within 32 km of shore  around the  island of Hawaii,  most  of the pelagic
fish stocks are already  heavily exploited and there is probably little room
for expansion of existing fisheries.  The tuna fisheries  and fisheries for
billfishes could conceivably  be  extended into  waters  farther from shore in
the future.  Presently  underutilized species in these  waters  include sharks
and shrimp.  The development of a  fishery  for sharks is  subject to market
acceptance, but could be substantial.  Shrimp are  believed  to  be abundant at
depths of 274-640 m over a  variety  of substrates, and  it is possible that a
fishery could develop in the  future.

     It is worth noting  that  the most important commercial  species in the
Hawaiian fisheries are  wide-ranging pelagic fishes  (e.g., tunas, marlins,
dolphin, etc.)  which are  not  limited to the  waters around the  islands.
Thus, they would be less susceptible to  adverse effects  of  waste disposal
than would local demersal species which support  important fisheries in other
geographic areas (e.g.,  the Pacific  Northwest).

SUMMARY - MARINE BIOLOGICAL CHARACTERISTICS

     The marine biological  environments of  the  four representative disposal
areas (Hawaii, Pacific  Northwest,  Southern  California,  and Gulf of Mexico)
all have several features in  common and a number of important differences.
In all  four  areas, the lowest  primary production,  and  hence the  lowest
production at higher trophic  levels, occurs  in open ocean environments far
beyond the shelf.   In all of  the areas, the  benthic biomass in the deep sea
is low as a result of the physical  isolation of  these environments and the
low productivity of the  overlying waters.   The only  fisheries of note in the
open ocean portions of these four areas  are  for wide-ranging pelagic
species, and hence the  open-ocean  fisheries are not limited to restricted
geographical  areas.

     In each representative disposal  area, primary  productivity is enhanced
nearshore, although by different  mechanisms.   In Hawaii,  phytoplankton
primary productivity is  enhanced  near the islands  by the  so-called "island
mass effect," and  there  is  also  an important contribution  to overall
community productivity by benthic  algae.   In the Pacific  Northwest and off
southern California, nearshore productivity  is increased  by seasonal  coastal
upwelling.  Primary productivity over the shelf in  the northwestern Gulf of
Mexico is apparently higher due  to  the river discharge  along the coasts of
Louisiana and Texas.

     Coral  reef communities,  which  are particularly susceptible to adverse
impacts of the marine disposal  of  fine particulate wastes, are found  near
shore in the  Hawaiian islands and  near the  shelf break  on several  banks in
the northwestern Gulf of Mexico.   On the  island  of Hawaii, extensive coral
growth  is  only found on the leeward, or  Kona  coast.   High wave energy
restricts the growth of  coral  on the windward coast.  Coral  reef communities
of the  northwestern Gulf of Mexico  are limited  to hard banks far from shore
(e.g.,  the East and West  Flower  Garden  Banks;  cf. Figure 19).  These
isolated habitats  are believed to  be cl imatol ogical ly  near the limits of
existence  for many  of  the  resident species,  and therefore  especially
vulnerable to anthropogenic sources of stress.
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     Hard bottom  banks are also  found  far offshore  (  180 km) from  the
Southern California  Coast  (e.g., Cortes  and Tanner  Banks; cf. Figure 20).
While they do not  support coral  reef communities,  these banks do provide
substrate for the  development of  unique, shallow  water benthic habitats.
Their  communities  are  also  susceptible  to impacts  from  anthropogenic
stresses.

     Due to the  narrowness of the insular  shelf off the  island of Hawaii  and
the precipitous  increase in depth with distance  offshore, benthic organisms
are most abundant  nearshore, especially in the vicinity  of coral reefs along
the Kona coast.   Macrobenthic organisms are also  found in abundance over  the
inner continental  shelf  of the northwestern Gulf of Mexico, especially on
the white and brown  shrimp grounds  at depths less than 91 m.  In contrast,
however, macroepibenthic organisms  are  relatively rare on the  inner
continental  shelf  of the Pacific Northwest.   Due to strong winter storms in
this region, the sediments out  to  approximately 20  km from shore are  100
percent sand size  particles, with  a  low  organic content which apparently
does not support high organism abundance.   Beyond 20 km from shore,  benthic
biomass increases  with  increasing distance  from shore, reaching a maximum
near the shelf break, but remaining  high even  over  the upper continental
slope.  The complex  topography of the California borderland does not lend
itself to generalizations about  across-shelf gradients in benthic biomass.
Benthic biomass  is high on shallow banks and  around the channel  islands,  but
may be depauperate in the deep basins  of the  borderland due to low dissolved
oxygen concentrations.

     Important commercial  fisheries  are conducted in  each  of the
representative disposal areas.   In open ocean  waters of the tropical  Pacific
Ocean, the  only fishery of note  is  for  wide-ranging  tuna  species.   The
primary Hawaiian fisheries  are  conducted  nearshore,  and are directed at
pelagic species  such as tuna, marl in, and other billfishes.   Some demersal
species are  caught on handlines,  especially  in areas with rocky bottoms,  but
trawls are  not  regularly utilized.   Important pelagic  fisheries  in  the
Pacific Northwest  are directed at  salmon  within 19 km of shore year-round,
and at albacore  in the open ocean during some  summers.   Demersal species  are
caught in large  quantities by trawls, especially over the outer continental
shelf  and  upper slope.   Developing  fisheries  in  the Pacific Northwest
include those for  Pacific hake, widow rockfish, and  pink  shrimp over  the
outer continental  shelf.  In southern California, the primary fisheries  are
for pelagic  species,  such  as  tuna, northern  anchovies, and  jack mackerel.
Demersal  fisheries are very limited in southern California due to the  narrow
area of the  continental shelf and to  some  regulatory limitations.   Aba!one,
spiny lobster, and kelp are harvested  in  rocky subtidal  habitats near shore
which could  be adversely affected  if they received  significant inputs of
fine particulate wates.   In  the Gulf of  Mexico,  fisheries  of importance
include those for white and brown shrimp,  primarily conducted  over the inner
continental  shelf  to depths of  55  m, and the fish meal  and oil  reduction
fishery for  menhaden, conducted within  24 km of shore near  the Mississippi
River delta.   Many of the commercial  fish  species in this region, as  well  as
the white and brown   shrimp,  are estuarine  dependent  (i.e.,  they  utilize
estuaries as  spawning and/or nursery areas  during part of their life  cycle).
                                   134

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           7.   ENVIRONMENTAL CONSIDERATIONS  RELATED TO MANGANESE
                      NODULE PROCESSING WASTE  DISPOSAL


     Since no  empirical data are available on  the effects of marine disposal
of manganese nodule  processing wastes, an environmental assessment must
utilize information on the physical/chemical  characteristics of the wastes
(Chapter 5), the  available ocean disposal technologies (Chapter 3), and the
individual characteristics of representative  disposal areas  (Chapter 6) to
arrive at an evaluation of significant environmental  considerations.  This
evaluation will  include  a  discussion  of  how  each factor affects  the
magnitude, duration,  or spatial extent of potential  effects.  In addition,
available information  on the effects  of marine disposal of other wastes will
be examined to determine  its  relevance to  predicting effects of manganese
nodule processing waste disposal.

     The discussion  which follows  will  be divided  into  three  sections.
First, environmental  effects of the marine  disposal  of other wastes will  be
described in some detail.  Wastes  considered include mine tailings, drilling
muds, dredged  material,  and sewage  solids.  Next, generic effects of the
marine disposal of manganese nodule processing wastes  will  be discussed for
each  of three possible  receiving  environments:    open ocean,  outer
continental shelf,  and  nearshore.   Factors  considered  will include the
characteristics  of the wastes, the various  methods  of disposal, and the
characteristics of each environment which will influence the type of effect
on the  biota.   An attempt will  then be made  to  estimate the relative
significance of the identified  potential environmental  effects.   Finally,
this  information will  be combined  with the  characteristics of  each
representative disposal  area to  arrive  at significant environmental
considerations  for each  area.   These  are  expected to be the primary
environmental  considerations to be  taken  into account  in determining the
acceptability  of  manganese nodule  processing waste  for ocean disposal  and
for selecting  a possible site  for the disposal  of these wastes.

MARINE DISPOSAL OF OTHER WASTES

     An initial  review of the marine  disposal  of other wastes has  been
conducted to provide examples  of the  kinds, duration,  and  extent  of impacts
attributable to characteristics  of the wastes  or  of the receiving water
environment.  Emphasis has been placed on  metalliferous  wastes  or wastes
containing a substantial  degree  of metallic contaminants.   Mine tailings are
perhaps most similar  to  manganese nodule  processing wastes, due to their
largely inorganic nature and  their  content of various  metals.   Hence,  the
discussion  which  follows  will  emphasize environmental  investigations of the
effects  of these wastes.  While  not as comparable  to manganese nodule
processing wastes,  the disposal  of other wastes  (e.g., drilling muds,
dredged material, sewage  solids) will also be discussed with regard to their
environmental  effects.
                                   135

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Mine Tailings

     The  physical/chemical characteristics of mine  tailings are highly
variable, even among mines extracting  the  same minerals (see Appendix C).
Sources of  this  variation include  differences in the  grain  size and
crystalline structure of  the  tailings, and differences in the chemical
composition  of the tailings  and  associated effluent.  This variation  among
mine wastes  complicates  assessment of  the  environmental  consequences of
tailings and effluent disposal.  Accurate  assessment of the environmental
consequences of mine waste  disposal  is further complicated by between-site
differences  in the physical, chemical,  and  biological characteristics of the
receiving environments.

     Despite the high degree of variation among mine wastes and  receiving
environments, general statements  about the environmental  impacts of mine
waste disposal  are possible.   For  the  marine  environment,  Ellis and
Littlepage  (1972) provide  a  review of such  impacts.  They divide the general
effects of mine waste disposal  in the marine  environment into primary and
secondary effects.  Primary  effects include:

     1.   Acute  poisoning.  Acute  poisoning may  result from the
         "inadequate removal of poisons  from discharged effluent."

     2.   Chronic poisoning.  Chronic poisoning may  result from the
         introduction of  sub-lethal levels  of toxic substances into
         the receiving environment.  Organism  response may include
         reduced growth,  reduced fecundity,  reduced longevity, and
         other evidences  of ill health.

     3.   Enrichment. Enrichment and eutrophication may occur through
         the addition of  nutrients into  the ecosystem.

     4.   Suffocation.   Suffocation  of the biota may  result from
         direct smothering  by particulates or from anoxia due to the
         decomposition of organic matter in the water column.

     5.   Temperature  and salinity  effects.   Alterations  of
         temperature and/or salinity in  the receiving environment may
         alter metabolic  rates,  osmotic regulation,  and behavioral
         patterns  of the biota.   Responses of  the biota may be
         diverse and may  occur at  the  individual,  species, or
         ecosystem  level.

Secondary effects include:

     1.   Bioaccumulation  of toxic substances.  Plants and animals in
         the receiving environment may accumulate toxic substances in
         their tissues.

     2.   Changed  standing stocks  and  production  rates.   The
         introduction of "abnormal  chemicals", including toxic
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          substances and nutrients,  may alter biological production
          and cause changes  in  the  structure and function  of  the
          ecosystem.

     3.   Species  losses and  population explosions.   Alterations of
          the receiving environment  by pollutants may cause  the
          elimination of some species and the  enhancement of others.
          Ecosystem structure may be  greatly altered.

Of the many possible primary  and secondary effects discussed by Ellis  and
Littlepage (1972), bioaccumulation of toxic substances  has been the subject
of increasing research  efforts  in recent years.   Much of the impetus  for
this research comes from the realization that bioaccumulation is a route by
which  toxic substances may  be  introduced into  the  human  population by
ingestion of seafood organisms.   Mine  wastes  pose a  potential for
bioaccumulation since residual  metals are present  in  the tailings and
effluent, and these metals may be assimilated  or  concentrated by the biota
in the receiving  environment.   The  toxicity  of many  metals is well  known
(cf. Eisler 1979).

     Metals may  be assimilated by marine organisms  from water or food.  To
be incorporated  into an organisms tissues,  metals must be available  to the
biota in  a  dissolved  form.  The rate  at which metals dissolved in mine
effluent are discharged into the receiving environment, and the rate at
which metals are  released  from mine  tailings  into  seawater, or within the
organisms'  digestive  tracts,  are, therefore, critical.   Laboratory
experiments 'by McGreer et al.  (1980)  demonstrated  that the uptake  of  metals
from mine tailings is "generally  proportional to the  concentration  of  metals
in seawater" for  the deposit feeding  bivalve  Macoma balthica.

     Whereas metals dissolved  in  the  liquid effluent  from a mining  operation
will be  discharged  into  the marine environment  only  when  the mill  is
operating, metals  from disposed  tailings may continue to be released into
the marine environment in  dissolved form,  or be ingested  by biota, long
after the mining  operation  ceases.   Submerged tailings may  therefore have
long-term effects on the indigenous biota.

     Recent studies indicate that characteristics of both the tailings and
the receiving environment will  influence levels at which metals contaminate
the resident biota.  From their comparison of the  bio-uptake  of metals from
three mines, McGreer et  al.  (1980) concluded  that  "the  metal-binding
associations within the mine tailings were responsible for controlling metal
release."  Thus, the geochemistry of the tailings directly  influences the
concentrations of dissolved metals,  which in turn influence the  levels of
contamination in at least some indigenous organisms.  Sediment diagenesis of
metals  in  the  disposed  mine  tailings  may also contribute  to high
concentrations  of dissolved metals  in  the pore waters  of estuarine
sediments.   Subsequent  diffusion of these dissolved metals to the
sediment-water interface may result in  high  concentrations of metals  in the
overlying waters, and may  prevent metals in the   underlying  sediments from
being retained in the deeper parts of the sediment deposit (Elderfield and
Hepworth  1975).   Bioturbation of sediments may   also act to  increase the
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availability of sediment metals to  overlying waters.  The upper reaches  of
estuaries may be particularly sensitive to the disposal  of mine tailings
since circulation  and  sedimentation patterns  may  tend to retain metals  in
their upper reaches  (Merefield 1976; Yim  1976).

Copper Mines —

     Impacts  of tailings  on Rupert  Inlet  and adjacent  waters have been
studied extensively  since  the Island Copper Mine  began operation in  1971.
Most of the mine tailings are deposited  on  the bottom of Rupert Inlet soon
after discharge, but some small particles (< 5 urn) become suspended in the
water column  (Goyette  and  Nelson 1977).   Additional quantities of  small
particulates  are  subject  to resuspension  by  tidal  currents  (Goyette and
Nelson 1977).  Increased concentrations  of  copper and zinc in the sediments
are associated with  the tailings.

     The tailings have gradually moved along the bottoms  of Rupert and
Holberg Inlets.  Movement of the  tailings away from the deposition point  is
thought to be caused primarily by  tidal  currents (Goyette and Nelson 1977),
although slumping of tailings from  one  wall  of the  fjord to the opposite
wall may also occur  (Evans and Poling 1975).  Goyette and Nelson (1977) note
that  the deposition  of tailings was initially  predicted  by Utah  Mines
Ltd. to occur only  in Rupert and  Holberg  Inlets at  depths greater than
100 m.  This prediction was based on  limited current data collected at two
stations, the first  between Quatsino Narrows and Hankan Point  and the second
near the mine site.  Utah Mines Ltd.  interpreted these data to indicate that
current velocity would  be highest  above  a depth of 60 m, and  that a zone  of
vertical stability would exist from 60-m depth to the bottom of the  inlet
(Goyette and Nelson  1977).   Contrary  to  prediction, tailings deposition  in
the nearshore area was  increasing  during  the summer of 1975, and geochemical
data  suggested that  tailings  were  also  spreading into Quatsino  Sound
(Goyette and Nelson  1977).

     Turbidity has  increased markedly in  Rupert  and  Holberg Inlets,
primarily through the  resuspension of  the fine  particulates  by currents
(Goyette and Nelson  1977).  Whereas  most of the  suspended  particles were
predicted to occur at  depths  in  excess  of  60  m,  high turbidity levels are
usually encountered below  30 m  (Goyette and  Nelson  1977).   Furthermore,
"extreme turbidity can  exist  throughout  the entire water column"  (Goyette
and Nelson 1977).   Disposal of  tailings  into Rupert  Inlet has not
appreciably altered  levels  of "dissolved" (e.g.,  passing through a 0.45  urn
filter)  heavy  metals, total cyanide,  total mercury,  pH,  salinity,
alkalinity, or dissolved oxygen in the water column (Evans et  al., 1972).

     The major biological  impact of  tailings disposal  into Rupert Inlet has
been the obliteration  of the  benthic community.   After three and one-half
years and  the disposal of  35 million  tons3  of  tailings,  mine-derived
a  The comparable volume of nodule  processing rejects from  a  single  plant
over a 3 1/2-year period would be approximately 10.5 million tons.
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tailings in excess of 30 cm thickness  had  spread throughout the  trough of
Rupert Inlet and  about  3 km into the  trough of Holberg  Inlet  (Evans and
Poling 1975).  The area  covered by  such  tailings was about 1.6  km^  at the
time of the report by Evans and Poling (1975).   The area so affected may now
be substantially larger,  since tailings were continuing to spread  throughout
Rupert  and Holberg  Inlets in  1973-74  (see  Goyette and  Nelson  1977).
Smothering does not occur in shallow water or  in the more distant portions
of Holberg Inlet,  but the deposition of sub-lethal accumulations of tailings
appears to reduce  biological productivity  (Jones and Ellis 1976; Goyette and
Nelson 1977; Ellis 1978).  The diversity of  the  benthic community  is reduced
on tailings deposits up  to 26  cm  thick,  but on  tailings deposits of 9 cm
thickness or  less,  species  assemblages are  indistinguishable  using
multivariate analysis techniques (Ellis 1978).

     In contrast to  the  benthos,  other  biological  communities  in  Rupert
Inlet appear to be little  influenced by the disposal  of tailings.  After
three and  one-half years  of tailings disposal, Evans  and Poling  (1975)
concluded that there  had  been "no  discernible  influence" on phytoplankton,
zooplankton, intertidal  macroinvertebrates,  intertidal  fishes,  intertidal
and sublittoral algae, Dungeness  crabs,  and pelagic  and demersal fishes.
The authors failed to find statistically significant correlations between
variations in these biological  communities and the distribution  of  tailings.

     The bioaccumulation  of metals is evident  only  in the tissues of some
species of shellfish. Other organisms are apparently unaffected  (Evans et
al., 1972; Ellis 1978).   Ellis  (1978)  credits effluent controls and the use
of  the  deep outfall  for "controlling  traditional metal accumulation
problems" which have characterized  tailings disposal into shallow water
environments.  Elevated  levels  of  copper have  been found in two  species of
bivalves, however.   Whereas control levels of  copper are 5 to 87 ug/g  in the
mussel  Mytilus edulis, levels at Hankin Point  (at the junction of  Rupert and
Holberg Inlets) are 82 to 150 ug/g (Goyette  and  Nelson 1977).  Temporal data
on the accumulation of  copper  in the tissues  of M.  edulis suggest that
levels do not increase consistently  through  time ("Ellis 1978).   Levels of
copper in the tissues of  the deposit-feeding bivalve Macoma  iris  appear to
be inversely  correlated with  distance from the tailings  disposal  area.
Tissue levels at Red  Island,  east of  the disposal  site,  averaged 30 ug/g,
tissue levels at a  location just west of the disposal  site averaged 66 ug/g,
and tissue levels  in  Holberg  Inlet  averaged  30 ug/g (Goyette and Nelson
1977).   In summary,  Ellis  (1978) concluded that  while no short-term problems
were evident for metals  accumulation  in the  biota  of Rupert and Holberg
Inlets,  insufficent time  had  elapsed  for  the evaluation of  long-term
problems.

     Impacts of the disposal of copper tailings from the Britannia mine on
the ecology of Howe Sound,  British Columbia  (Figure 40)  have  been studied
less extensively than impacts in Rupert and Holberg Inlets;  nevertheless, a
considerable body  of  information exists.   As in Rupert and  Holberg Inlets,
the most  obvious  impact of the tailings  is  the complete  burial of  the
natural  sediments  in  a portion of Howe  Sound,  and the "substantial
disruption" of solid  substrate  habitats  by tailings  (Goyette 1975).  The
benthic  biota  is completely absent  in the  area adjacent  to the  Britannia
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town docks to a depth  of 33 m (McDaniel  1973).   Tailings  completely cover
this part of Howe  Sound, blanketing the natural  substrate  and  precluding the
development of a benthic community.   Areas immediately  north  and south of
the tailings disposal  site also exhibited depauperate benthic communities
(McDaniel 1973).

     In nearshore  areas, effluent  and tailings  from the Britannia mine
"visibly discolored the  shoreline" for  1  km on  either  side  of the mine, and
caused biological  diversity to be reduced for up  to  2 km  distant (Levings
and McDaniel 1973;  Ellis 1978).

     Biological  observations by submersible indicate that the benthic fauna
in the area consists of  a  "sparse fauna  of very large  animals"  (Levings and
McDaniel 1973).   Levings and McDaniel (1973) reported that benthic organisms
are  particularly  sparse  in  those  deeper  parts of Howe  Sound where a
turbidity cloud resulting  from effluent  and tailings disposal exists within
20 m of the bottom. They  speculated  that the obi iterative  effects of the
tailings would probably  be  long-term,  since larvae would  not  find the areas
of constant tailings deposition and reworking to be suitable for settlement.
Levings and McDaniel (1973) observed "normal"  benthic communities in areas
north and south of the tailings deposits.

     Concentrations of copper  and zinc in  the  sediments of  Howe Sound are
greatly enhanced when compared with  four  "control" areas within Howe Sound
(Thompson and McComas 1974).   In a  subsequent study,  Thompson and Paton
(1978) found the interstitial waters  of the surface sediments  to  be enriched
in dissolved copper when compared with the  underlying, deeper sediments.
Thompson and Paton  (1978)  speculated  that "diagenetic and/or  complexation
processes" were responsible for  the release of  dissolved copper from the
sediments in the near-bottom waters, which exhibited  higher  concentrations
of dissolved copper than did surface  and mid-depth  waters.

     Concentrations of copper and zinc in  the tissues  of the  mussel  Mytilus
edulis and the oyster Crassostrea gigas  in Howe  Sound and adjacent waters
indicate widespread contamination of  these filter-feeding shellfish in Howe
Sound, where tissues of  specimens were green.  The  sources of  the copper and
zinc are speculated to  be the acid mine  wastes disposed  of  in Britannia
Creek (Goyette 1975) and the submerged  tailings in  Howe Sound (Thompson and
McComas  1974).  Thompson  and Paton (1978) caution,  however, that  the
bioavailability  of  copper from the several  possible sources in Howe Sound is
unknown,  since the chemical  speciation  associated  with  each source  is
unknown.

     Limited environmental  data from  the Jordan  River  Copper Mine (B.C.)
document some of the same types of impacts  which were observed at the Island
Copper Mine  and  the  Britannia Copper  Mine,  but on a  smaller scale because of
the smaller  discharge volume (Table 40).   Tailings  disposed of  at 3 m depth
smothered  the benthic  fauna over  a  few tens  of square meters  in  the
immediate discharge  area (Ellis 1978).   Suspended solids concentrations were
occasionally elevated  near the  outfall,  but levels  of dissolved  and
particulate  heavy metals in the water column  did not increase (Ellis 1978).
Beach sediments  near the outfall  exhibited  significantly higher  (probability
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level not given) concentrations of  copper than did control sites,  but  the
data did not indicate that  copper  levels  in the  sediments near the  outfall
were increasing during the  last  2.5-year  period  of operation (Ellis 1975).
Six months after disposal  ceased, copper  levels in the sediments near  the
outfall and downstream of the outfall  (by longshore drift) remained high,
while levels upstream of the outfall  dropped.  Ellis  (1975,  1978) found
copper levels in the tissues  of littleneck  clams (Protothaca staminea) to be
elevated near the discharge,  but  concluded that  these higher levels were
caused by uncontrolled beach  discharges prior to the last operational  period
(1972-1974), and  that the  regulated discharge  of  1972-1974 did  not
contribute to the contamination of littleneck clams.

     Although  the Atlas Consolidated Copper Mine (Cebu,  Philippines)
disposes of over 68,000 tons  of tailings  per day-, little information  on  the
environmental   impacts of  those tailings is available.   At  the time  of
disposal,  tailings flow down  a  trench into Tanon  Strait.  By  1972,  the
tailings stabilized at a minimum depth  of  12 m  below sea level  on  the floor
of Tanon Strait, and reached  an equilibrium slope  of 20 percent  (Salazar  and
Gonzales 1973).  Deposition of tailings  did not occur beyond 244 m from  the
discharge at that  time.  Salazar and  Gonzales (1973)  report  "no  adverse
effects on the  marine life  in the area," and state that the discharge point
has become a favorite fishing area.  The basis for these conclusions  are  not
given.

     Data  collected by Castilla and  Nealler (1978)  indicate  that  the
nearshore disposal  of-copper  tailings from the  El Salvador Copper Mine  has
caused substantial  ecological damage.  Tailings  have accumulated  in Chanaral
Bay (Figure 42), the first  disposal  area,  to a  depth of 2 m.   Turbidity is
high, as indicated by Secchi  disk  readings of  2 to 3 m in Chanaral  Bay  and
only 0.6 m in the present disposal area at  Caleta  Palito.

     Castilla and Nealler (1978) found  Chanaral Beach to be totally  devoid
of sandy beach  macrofauna.   Adjacent hard substrates  were also  devoid  of
biota.  Although no data on plankton  were presented, the authors  stated that
they believed plankton  communities in Chanaral  Bay to be adversely affected
by the resuspension of tailings caused by waves  and currents.

     Prior to the discharge of tailings at  Caleta Palito, "rich" intertidal
and subtidal  benthic  communities were present  (Castilla and Nealler  1978).
Initiation of the  discharge  saw "massive fish and  molluscs mortalities"
within a few days,  and  the  "substantial" alteration of the remaining  biota
by chemical  and physical processes.   The mass mortalities of sea  stars,
limpets, crabs,  urchins, fishes, and  littoral algae which occurred in  July,
1975,  the first year  of  the  discharge, recurred again  in  July, 1976
(Castilla and Nealler 1978).   The discharge at  Caleta  Palito  also  causes
greenish pyrite  slicks  on the water  surface, and shoaling of the  nearshore
receiving environment.

     The copper  mine  at Repparfjord,  Norway,  has been  in  operation  since
1972,  but no data  on  the environmental  impacts of the tailings are  presently
available.   Doughty  (1975)  states  only that the  tailings  have  not
contaminated the  fjord,  and  that  the  fishing season  has  never been
disrupted.


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 Iron Mines--

     Tailings from the Ma On Shan  Iron  Mine in Hong Kong have spilled  over
 the  nearshore retaining  dams (Figure 45)  and  into the  littoral  and
 sublittoral environment  (Wong et al.,  1978).   Consequently,  substrate
 characteristics  in that area have  been  altered.  Compared with sediment at
 Long Harbour and  Railway  Beach, sediments  near  the Ma On Shan mine  are of
 finer texture (Table 46)  and more  alkaline (Table  47),  and  contain lower
 amounts of organic carbon,  total  nitrogen,  and  available phosphate  (Table
 47).  Wong et al.  (1978)  reported  that sediments in the tailings  disposal
 area exhibited higher levels of copper,  iron, manganese, lead,  and zinc  than
 sediments at Long  Harbour and  Railway  Beach.   Only levels of cadmium and
 chromium were not enhanced at the disposal site.

     Biological  effects of tailings disposed at Ma On Shan were ascertained
 through comparisons  of macrofauna  at the disposal  site with  macrofauna at
 Long Harbour and  Railway Beach.   Effects of  tailings disposal  included:  1)
 the development  of a fauna dominated by  burrowing forms, especially  molluscs
 and  crustaceans, 2) a reduction   in  the  number of species  present, 3)
 enhanced abundances  of the dominant  mollusc and crustacean species,  and 4)
 expanded depth ranges of two dominant brachyuran crabs  (Wong et al.,  1978).
 Bioassays of tissues from crabs and  tissues and shell  from edible  bivalves
 revealed enhanced body burdens  of  copper,  iron, manganese, lead, and zinc,
 compared with body burdens  of  those metals  in  specimens from Long Harbour
 and Railway Beach  (Wong et al.,  1978).   Body  burdens of  cadmium and  chromium
 were not'elevated at the tailings disposal site.

     Seven years  after the  abandonment of  the Kennedy Lake   Iron Mine on
 Toquart Bay, British Columbia (Figure 46), Levings (1975) conducted  a  series
 of biological  observations along transects  perpendicular to the shoreline.
 He found the distribution  of  tailings on  the beach and  in  the bay to be
 "patchy".  Patches of black magnetite  sand  lost during the loading process
 exhibited the greatest variety of benthic  infauna, including littleneck
 clams (Venerupis japonica).   Tailings  deposits  were found to support only
 populations of the soft-shelled  clam Mya arenaria.  "Natural"  substrates in
 adjacent areas ranged from coarse sands to cobbles.   Few organisms were
 observed  in  the  coarse  sand,  but  the  hard substrates  were  colonized by
 numerous epifauna! forms.

 Lead-Zinc Mines--

     No data  on present  environmental  conditions in  the receiving
 environment near the Greenex Lead-Zinc Mine  (Figure 47)  are  available  at the
 time of this writing.  However,  after 1 year of operation (1974), toxic and
 burial  effects of tailings from the  mine  had obliterated 90 percent  of the
 benthos  in Agfardlikavsa  Fjord (Anon. 1975).   Concentrations of  zinc,
 cadmium, and lead were high in  the  waters of Agfardlikavsa  Fjord and  in the
 proximal  portion of Qaumarujuk  Fjord.   Metals concentrations  in the biota
 were also  elevated:  concentrations of  lead  and zinc  in the tissues of
mussels and  seaweeds were as much  as  an  order of magnitude higher than
 background levels at distances   up  to  5  km  from the  discharge  point
 (Anon.  1975).
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Bauxite Mines--

     Red mud is not  discharged into the marine environment at the bauxite
refinery in Gove,  Australia  (Figure 49).  However,  incomplete neutralization
of supernatant waters  prior  to their discharge into  the estuary temporarily
caused problems (Baseden  1976).  Final  neutralization  of supernatant liquid
by seawater in the estuary caused the  deposition of  white deposits  of
hydrated alumina and magnesium  hydroxide  in  the estuary and on the
mangroves.   Some  dead fish  were  observed,  probably  the victims  of gill
agglutination.  The  neutralization problem has since been eliminated, and
after 18 months of operation, the mean  numbers of benthic taxa at sites near
the discharge point did  not differ significantly  (probability level not
given) from  pre-operational  levels.   It  should  be noted, however, that
mangroves in areas adjacent  to  the  disposal  channels  are being stressed  by
the discharge (Baseden  1976).

     Although red  muds are  not  discharged into the marine environment  at
Gove, they have been discharged elsewhere.   Red muds owe their color to the
presence of iron oxide  (FenOg)  which  may constitute 2 to 25 percent of the
mud.   Blackman and Wilson (1973) review  the effects  of red muds on marine
fauna, and stress  that  the toxicity of  red  mud varies due to differences  in
the chemical  compositions  of  bauxite ores  and differences in treatment
processes.  In general, red  muds in suspension are more toxic than  red muds
deposited on the  bottom.  The toxicity  of red muds  also  varies  with the
organism.  Toxicity  tests with the fish Agonus sp. suggest that red  muds  in
suspension are especially toxic to fish.After comparing the environmental
impacts of red mud disposal  in two different  marine  receiving environments,
Blackman and Wilson  (1973)  concluded that  hydrographic characteristics  of
the receiving environment are the key  factors  which determine the extent and
severity of impacts associated with  red  mud disposal.   Impacts may  be
minimal or absent  where circulation is  good and turbulence within the  water
column  is high.  Alternatively, severe  impacts may occur  in receiving
environments with  poor  circulation.

Potash Mines--

     Although the  Cleveland  Potash Mine in  Boulby,  Yorkshire is operational,
no environmental data are presently available.   Design predictions  indicate
that  the effluent  will  be jetted through  nozzles on the sea bed.  Dissolved
solids are expected to  be reduced to 36  ppt  within 30 m of the discharge,
and currents are expected  to disperse much of the insoluble material
(Cleasby et al., 1975).

Drilling Muds

     Drilling  muds  are complex mixtures  of barite, clay  minerals, and
several  additives  which are discharged  to  the sea  near drilling operations.
Drilling muds may  contain relatively high  levels of potentially toxic  trace
elements such as barium,  chromium,  zinc,  copper,  and lead.  The metals  in
drilling mud discharges may occur as components  of  the mineral  additives,  as
organic complexes  (e.g., chrome lignosulfonate),  or as part of the formation
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drill solids.   Numerous laboratory  and field studies  have been conducted on
the effects  of  drilling mud discharges to the marine environment.

     Near a  drilling site in the  area of the shelf break  (120 m depth) along
the mid-Atlantic coast, Menzie et  al .  (1980) observed  lower abundances of
macrobenthic  organisms, although the  trophic  relationships among  the
dominant  infauna, as represented  by polychaete  feeding guilds, were
apparently not  affected by the discharge (Maurer  et al.,  1981).  The density
decreases were attributed to  an  increase in  the  clay  content  of  the
sediments and  increased predation by  demersal fishes  and megainvertebrates,
which were attracted to the area  by increased microrelief of the substrate.
Sessile benthic organisms were  also smothered  by the discharge.   Several
organism groups had  elevated tissue concentrations  of barium and mercury
following drilling discharges; however, no simple  correlation existed
between the  metal  concentrations in  the sediments and  in organism tissues
(Mariani  et al . ,  1980).   Chromium concentrations were  elevated  in
post-discharge polychaete samples,  but  were  unchanged  in sediments,
molluscs, and  brittle stars.  This  relationship emphasizes the need  to study
metal  availability  according to  species  groups  and discharge
characteristics, since the  drilling  mud discharged at that site contained
over 1,100 mg/kg (dry weight) of  chromium (Ayers  et al.,  1980).

     Smothering of benthos and elevated sediment  metal concentrations were
also observed  at a drilling mud discharge  site in  the  Beaufort Sea  (Crippen
et  al.,  1980).   There was no  correlation  between sediment  metal
concentrations  and organism tissue levels, however,  and the only  evidence
for bioaccumul ation was  for mercury,  which was  elevated  185 times above
background levels  in surficial sediments.

     Hydrodynamic  characteristics  near drilling  mud  discharge sites have
been shown to  have a pronounced  effect on  solids  depositional  patterns  and
benthic effects.   At a well  site  in lower  Cook Inlet,  Alaska, (^60  m  depth)
strong  currents prevented any detectable localized accumulation of  drilling
solids  (Houghton et al.,  1980).  There  were also no measurable effects  on
benthic macroinvertebrate  communities  near the  discharge  site (Lees  and
Houghton  1980).   Meek and Ray  (1980) detected measurable  settling  of
drilling solids within  150 m  of  a  site on  Tanner Bank, California  (~60 m
depth).  Following discharge, however, wave and current induced resuspension
of deposited particles resulted in  70-90 percent of the discharged  material
being transported away from the site and dispersed  to undetectable levels.

Dredged Material Disposal

     Dredged material  removed  during  harbor and   channel  maintenance
operations is disposed into the nearshore marine  environment in many coastal
areas of the U.S.    Although  the biological  effects  of dredged  material
disposal  are relatively well documented by laboratory bioassays and field
surveys,  the potential  impacts are not  directly  comparable to the case  of
manganese  nodule reject disposal.   The  potential  acute effects of burial  of
benthic organisms  are probably  similar for the  two  wastes,  although  the
potential  recovery  of normal benthic communities  may be quite different.
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     The immediate  effects of dredged  material disposal on the benthos are
associated with  smothering of organisms unable to  burrow to the surface of
the newly-deposited  sediments.   Examples of  such  organisms include
tubiculous polychaetes and some amphipods.   Even  for  some relatively  active
forms, the change in natural sediment grain  size or  compaction may result in
the new substrate being  unacceptable.   Thus, the  immediate effects  of
sediment deposition are usually declines  in species richness and biomass of
infaunal and epifaunal organisms  (see,  for example,  Boone  et al., 1978;
Oliver et al.,  1977).

     The first  recovery stage  following deposition of dredged material  is
usually evidenced by an immigration of large  megafaunal organisms,  such as
peracarid crustaceans, demersal  fishes, and echinoderms.   This early
recolonization  phase is obviously affected  by the availability of potential
recruits from surrounding  habitats.   The second successional phase  is
usually characterized by high abundances of  opportunistic polychaetes.  Such
species are usually subsurface deposit feeders, which  utilize organic  matter
contained in the deposited material.

     Many infaunal  and epifaunal organisms  from coastal areas are adapted to
relatively high  sedimentation rates or  other sediment disturbances  (e.g.,
longshore transport or wave-induced  resuspension).  These organisms display
considerable ability to tolerate single-event covering by natural sediments.
Swartz  et al.   (1979) reported that test organisms  (bivalve molluscs,
polychaetes, amphipods, and cumaceans)  did not have  increased mortalities at
10 days following burial by up to 30 mm of clean sandy sediment (209 urn  mean
grain size).  With the exception  of  cumacean mortalities  in very  coarse
sediments, the  test assemblage was  not  adversely affected by alterations  in
sediment grain  size (26 to 1,395 urn mean grain size) after a 15 mm burial.
In a series of  laboratory  exposures simulating dredged material  disposal,
Maurer et al. (1978) found that many of the  test species (e.g.,  polychaetes,
amphipods, and  gastropod molluscs)  were able to successfully migrate through
10-20 cm deep layers of  deposited sediment.  The authors  emphasized,
however, that survival following burial  was  highly dependent upon sediment
type,  species, and temperature.  Thus, extrapolations of the data to field
situations should be done with caution.

     Although motile benthic fauna  may tolerate considerable sedimentation,
sessile epifauna  (e.g.,  corals,  oysters, mussels) are  sensitive  to
smothering by a relatively  thin layer  of  sediments.  For these organism
groups,  the  impacts  of sediment  smothering may be long-lasting,  since
repopulation  would require recruitment by  larval settling  and  the modified
substrate may be unacceptable for larval  attachment.

     Dredged  material  may contain from < 1  to  18 percent organic matter and
therefore has nutritional  characteristics  considerably different from the
primarily inorganic nodule rejects  and wastes.  The inorganic  nature  of the
rejects  will  probably restrict the  initial  recolonization  by  opportunistic
species.  Colonization by megafauna  may also  be altered because of lack  of
infaunal prey items.
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 Sewage Solids

     Sewage solids  are discharged to the marine environment through  outfalls
 and by dumping.   These wastes have a relatively high organic  component and,
 as such, are  considerably different  from the entirely  inorganic nodule
 rejects.  Sewage  solids have been shown to  cause severe modifications in the
 structure of benthic  communities in  localized areas  near sewage  outfalls
 (Bascom et al.,  1978; Mearns 1981).   However, many of the effects may result
 from sediment oxygen depletion in areas of high solids deposition  and from
 modifications in  normal  trophic relationships due  to  increased organic
 content of the sediments.   The  sewage wastes  from large municipal areas
 generally have high levels of metals such  as silver, cadmium,  zinc, copper,
 nickel,  chromium, and lead.   Thus,  although  the metals are primarily
 adsorbed onto organic particulates in sewage  wastes, examination of the
 degree and extent  of contamination provides some indication of  the potential
 effects  of manganese  nodule reject  disposal  if differences  in
 bioavailability  are disregarded.

     Extensive  studies  near highly-contaminated areas of  the  southern
 California  Bight  (Los  Angeles  County sewage outfall)  have  demonstrated
 significantly higher tissue  burdens of several  metals in filter-feeding
 bivalve molluscs  such as mussels  (Mytilus  californianus)  and  rock  scallops
 (Hinnites giganteus) (Young  et  al., 1978j~^  A  lesser degree of  elevated
 tissue metal concentrations  has  also been detected in other  invertebrates
 such as abalone,  rock crab, and  spiny lobster.  An important  finding of the
 southern California studies is that  demersal fishes (Dover sole; Microstomus
 pacificus) living  in direct contact  with the  highly-contaminated sediments
 near a major outfall displayed no evidence of overall tissue  contamination
 by seven metals  (McDermott et al., 1976).

     A similar pattern has been  observed at ocean disposal sites receiving
 sewage sludge and  dredged  materials in the New  York Bight and Long Island
 Sound.  Grieg et  al. (1977) reported that  windowpane flounder  (Scophthalmus
 aquosus)  collected near  the dump  sites  did not accumulate metals  to  a
 greater degree than at  a  control site.  The  only metal  showing increased
 concentrations  in  rock  crabs from the disposal  sites was silver
 (approximately 3x  elevation).    Grieg and Wenzloff  (1977)  also  found no
 evidence of bioaccumulation of metals  in winter flounder (Pseudopleuronectes
 amen can us) collected from the New  York Bight sewage sludge dumpsite.   TfTe
 ability of fishes  in  contaminated  areas to  regulate  toxic metals is  also
 indicated by studies from the Derwent Estuary, Tasmania (Eustace 1974), the
 Firth  of Clyde, U.K.  (Halcrow et al., 1973), and deepwater  disposal  site
 No. 106 (Grieg et al., 1976).

 Summary

     A review of the impacts of other wastes  in the marine environment
 indicates  the  general  kinds  of potential   impacts  that may occur following
manganese  nodule processing waste disposal.  Although no  currently  produced
wastes could be expected to  accurately simulate  manganese nodule  rejects,
mine  tailings  and, to a lesser extent, drilling  muds probably provide the
most  applicable information on generic impact types.  This  is  because these
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wastes are both inorganic  and  fine grained.  Other  substances disposed of in
the marine environment have  significant  organic  components (e.g., sewage
solids and dredge spoils),  resulting in quite different potential impacts on
marine organisms.

     The available ecological  data on the  marine disposal of mine tailings,
most of which deals with  impacts of the  disposal  of copper mine tailings,
indicate that the primary  effects are  the  smothering of benthic communities
and the bioaccumulation  of  certain metals  in  some  animal species.   The
effects of the burial  of natural benthic  substrates by a layer of inorganic
particulate  mine tailings vary  with  the depth of  burial.  Whereas  deep
burial  may result  in  a  total obliteration of the pre-existing benthic
communities,  sublethal accumulations may  only result  in a reduction in
biological productivity.   In  the  vicinity  of the Island Copper Mine,  for
instance, benthic diversity  was  reduced  on  tailings  deposits up to 26 cm
thick,  but on deposits  of  less  than 9 cm, species  assemblages were
unchanged.

     Although mass mortalities of fishes, molluscs, limpets, crabs, urchins,
sea stars, and littoral algae  were reported  upon initiation of the tailings
discharge  from the El Salvador  Copper Mine, extensive studies  near  the
Island Copper Mine have failed to  detect any influence on phytoplankton,
zooplankton,  intertidal  macroinvertebrates, intertidal  fishes, intertidal
and sublittoral algae, Dungeness  crabs,  and pelagic  and demersal  fishes.
Hence, it is  not clear that  mine  tailings  discharges  consistently  impact
communities other than  the  subtidal  benthos.

     With regard to bioaccumulation of metals, the  only organisms which
demonstrate a consistent  pattern  of metal  uptake in  the presence of mine
tailings are  the bivalve molluscs (e.g., mussels, clams, oysters).   Even  so,
bioaccumulation  is apparently dependent upon  organism  species and  the
physical/chemical  form  of  the  metal.   The potential  for bioaccumulation  of
metals contained in  the waste  depends on the concentration of the  dissolved
metal  in the  effluent, the release  of dissolved  metals  from the disposed
tailings into seawater,  and the release of  dissolved metals from ingested
particulates  in the  digestive  tracts of the organisms in question.   It seems
apparent that metal  release from the disposed tailings is a function  of  the
metal-binding capacity of the  tailings, which in  turn is a function  of  the
geochemistry  of the  tailings.  In  this  sense, these results are not directly
applicable to an estimation of the  potential for  bioaccumulation  of  metals
from manganese nodule  processing wastes, since the  metal-binding  capacity of
these  wastes  is unknown at this time.

     The deposition  of drilling muds on the  ocean floor has been shown  to
result in  a reduction  in the  abundance  of macrobenthic organisms,  although
the trophic relationships among the  dominant  infauna were not affected.   The
reductions in  abundance appeared  to  be  related both to a change  in  the grain
size  of  the  sediments  and to  increased predation by  fishes  and
megainvertebrates.   Sessile benthic organisms were also  smothered  by  the
drilling mud  deposits.  Although drilling  muds may contain relatively high
levels of  metal  ions such as chromium,   zinc,  copper,  and  lead,  and  although
the deposition of drilling  muds on  the seafloor  may result in higher
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 sediment concentrations of such metals,  evidence for  the  uptake of these
 metals by organisms  found in the presence  of such deposits  is  inconsistent.

     In most respects, sewage  solids  and dredge  spoils  are sufficiently
 different from  manganese  nodule processing  wastes that  an  examination of
 their  ecological impact on  marine communities  is  of  little  value  for
 predicting the  effects of the marine  disposal  of manganese  nodule  processing
 rejects.  While  sewage solids often  have  high levels of  metals such as
 silver,  cadmium,  zinc,  copper, nickel,  chromium, and  lead,  and
 bioaccumulation of several of these metals has been demonstrated  for marine
 organisms  inhabiting the  area  around  large  sewage outfalls,  the
 metal-binding capacity of the largely organic sewage  solids  is likely quite
 different from  the metal-binding capacity of manganese  nodule  processing
 rejects, and therefore extrapolation  of these results  is  unwarranted.

 GENERIC EFFECTS OF MANGANESE  NODULE PROCESSING  REJECTS DISPOSAL ON MARINE
 COMMUNITIES

 Possible Biological  Impacts of the Deep Ocean Disposal  of Manganese Nodule
 Processing Rejects

     Wastes  resulting from the  smelting  of  manganese nodules would likely
 consist of two  fractions:   a fine particulate fraction  having a particle
 size similar to that of clay  and  a coarse fraction having a particle size
 similar to that of coarse sand.  Disposal of the  fine particulate matter
 would be subject  to many of  the same considerations  to be discussed later
 with regard  to  the disposal  of the  fine particulate wastes from the various
 hydrometallurgical processes.   In  particular,  the settling  velocities of  the
 particles in these wastes  would likely be of  similar  magnitude, and hence,
 those factors affecting where, when,  and how these materials were deposited,
 and how long they might be expected to  remain in the water column, would be
 similar.  They  may,  of course,  have different  chemical  characteristics.
 Nevertheless,  for the purposes  of  this discussion,  the effects  of  the
 disposal of  this  fraction  on open  ocean communities  will  be considered to be
 similar to those  discussed below for  the hydrometallurgical process wastes.

     Due to  the  large  particle size of the  coarse  fraction (>  1.7 mm),
 settling  velocities would  be much more rapid  than  those of the fine
 particulates.   In fact, even in  water of  several  thousand  meters depth,  the
 coarse  fraction would likely settle to  the bottom on a time scale of hours.
 Hence,  this  waste fraction will  not  likely  have any  appreciable impact on
 biotic  communities within  the water column.  Depending  upon the dispersal  of
 this slag, it may cover and  kill  the  benthic  communities in a given locale,
 although the  area  involved  would  likely  be small.   Since natural
 sedimentation  rates in the  deep  ocean  are quite slow (on the order  of
millimeters  per thousand years), slag deposited on the  ocean floor may  not
 be covered for a very  long time, and hence,  the  soft-substrate  benthic
 communities  at  that locale, which  are  adapted to  living  on a substrate of
 clay-size particles,  would not be expected  to recover  until  burial  was
 complete.   If,  as expected,  the  slag  is relatively  inert,  leaching of heavy
metals  or other potentially  toxic  constituents would  not  be expected to
 occur,  and hence, biological  uptake of these  materials  is unlikely.
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     Wastes resulting  from  the various hydrometall urgical  processes  would
consist  of a slurry  of fine particulate  matter and  various dissolved
substances.  The communities  impacted by the deep  ocean disposal  of such
wastes and the nature  of those impacts  would  be  influenced by the  method of
introducing the wastes  into the ocean.  The waste slurry could be  dumped en
masse in a manner analogous to the barge  dumping of dredge spoils, or the
slurry could be pumped  overboard  in  various ways.   The ship carrying the
wastes could be stationary or  under way,  and  the wastes could be discharged
at the surface or by pipe to  some subsurface depth.   The  rate of  pumping
could also be varied.

     The effects of inorganic  particulate suspensions on marine fauna have
been  reviewed  in  detail by  Moore  (1977).   Responses of organisms to
particulate exposures  are highly dependent upon species, life history stage,
particle characteristics,  and water quality.  Effects  may be lethal,
sublethal, direct, or indirect.   For  example, sponges  and corals are
generally highly susceptible to damage  from sedimentation, while many  adult
fishes can tolerate relatively high levels of suspended solids. In  fishes,
juveniles are generally more susceptible  to  damage from particulates than
are adults.  Adverse effects of suspended  particulates on fishes are  usually
associated with gill clogging, and highly  angular particles  have been  shown
to cause more severe effects than  spherical  particles (Moore 1977).  Major
potential impacts of suspended particulates  on several organism groups are
summarized in Table 31.

     If processing wastes are  introduced  into the euphotic  zone,  either by
dumping  or by  pumped  discharge at  the  surface, phytoplankton  could be
impacted in several  ways.  The fine particulate fraction of the slurry would
cause some increase in  turbidity.  The exact magnitude of this increase will
depend on the method of release of the wastes  (e.g., a pumped discharge into
the surface layer would probably result  in greater turbidity than would a
barge dump,  which would leave  a  smaller residual amount  of particulate
matter in the upper layers of the  ocean).  An increase  in turbidity will
cause a  decrease  in the penetration of sunlight, and hence,  decrease
phytoplankton photosynthesis.

     There  is  also a  possibility  that  the discharge of  wastes could
stimulate phytoplankton production  if appreciable quantities of limiting
nutrients  were dissolved  in the liquid fraction of the  slurry.   For
instance,  phytoplankton production  in much  of the  ocean  is known to be
limited  by the availability of fixed  nitrogen, so appreciable quantities of
dissolved  ammonium and/or  nitrate  could stimulate production.   Other
possible stimulatory nutrients include silicate (necessary for the  growth of
diatoms)  and trace  metals (like iron,  which has been shown to be limiting in
some cases).  Alterations in  the availability of nutrients can also bring
about changes in the species composition of the phytoplankton community.

     There is considerable variability in the  response of phytoplankton
species  to the addition  of relatively  small quantities of trace metals.  The
most commonly reported  response  is  a reduction  in the rate of primary
production  by the  phytoplankton  (cf.  Knauer  and  Martin 1972;  Patin et al.,
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      TABLE 31.   SUMMARY  OF POTENTIAL IMPACTS OF INORGANIC PARTICIPATES
                             ON MARINE FAUNA
Organism Groups                        Potential  Effect
Porifera                Burial, clogging of pores, reduced pumping
Corals                  Burial, reduced larval  settlement
Polychaeta              Smothering, clogging of mucus nets,  reduced  larval
                        settlement
Copepoda                Clogging of filtering mechanism,  reduced  food  intake
Bivalve molluscs        Reduced feeding  efficiency,  gill clogging,  larval
                        mortality, reduced settling,  shell  deformities
Fishes                  Gill  clogging and erosion,  respiratory  stress,
                        modified swimming behavior,  smothering of eggs

Reference:   Moore  (1977).
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 1974; Ibragim and Patin  1976).   Toxic effects of metals such as  copper and
 zinc are apparently related to  the  free metal ion  activity in  the water,
 rather  than the total  metal  concentration  (Sunda and  Guillard 1976;
 Canterford and Canterford 1980; Huntsman  and  Sunda 1981).  The activities of
 the free metal  ions are  difficult to  predict, however, because they are only
 partially determined by the total metal concentration  in  the water.  For
 most of the heavy metals (e.g., mercury, cadmium, silver, nickel, selenium,
 lead, copper, chromium,  arsenic, and  zinc)  the  free metal  ion activities are
 a function  of  the  pH and alkalinity of the water,  the concentration of
 natural  organic or  inorganic ligands  (e.g., Cl~, S04=, or humic substances),
 the  concentration  of competing metals,  and  the presence  of adsorptive
 surfaces (Sunda et  a!.,  1978).   At  any  given time,  it  is  likely that the
 bulk of a given metal is  bound up in organic or inorganic  complexes, or
 adsorbed onto the surface of suspended particulates.  Iron/manganese oxides
 are one of the most important  sinks  for metals  in  the marine environment,
 and since manganese oxides are  a  major  component  of the manganese nodule
 rejects, it is likely that most  of the metals contained within the rejects
 would be either adsorbed  onto the  particulate  wastes, precipitated as
 hydrous oxides, or  bound in the original  nodule matrix.

     Even very  low free metal  ion activities may have  adverse effects.
 Toxic effects of copper  on  phytoplankton  have been observed at  cupric ion
 activity levels (^10~9*6 moles/1) similar to  those calculated for natural
 ocean waters  with  no organic  ligands present (Anderson and Morel  1978;
 Reuter et al . ,  1979).  Thus,  relatively small  increases in natural cupric
 ion concentrations  in open  ocean waters could  potentially  result in toxic
 effects  on sensitive species.  While it  is generally true  that the free
 ionic species of the metal is the most bioavailable, this is not always the
 case.  Certain organomercurial compounds are more toxic  than mercury as
     , for instance (Huntsman and Sunda 1981).
     The free metal  ion activities in  the  immediate vicinity  of the disposal
of manganese nodule processing rejects  in  the  open ocean will depend on
factors  such as the total  concentration  of  the metals, the  pH  of  the
solution, the sorptive capacity of  the  particulate wastes,  and the natural
organic  or  inorganic ligands present  in  the  water.  Generalizations
concerning  the behavior  of trace metals in the marine environment  are
difficult to make since  individual metals  have  different affinities  for
naturally occurring  ligands  (Engel  et  al . , 1981).  For example, copper has a
very high affinity for  organic  matter and could be expected to  exist
primarily in association  with organic  ligands  in nearshore areas of high
organic  content.   In contrast,  cadmium has a  low affinity for organic
ligands  and  could be expected to occur primarily as CdC^ in  seawater.

     For  laboratory  cultures, it is  sometimes possible to estimate the metal
speciation,  but  for  natural oceanic waters,  the theoretical calculation of
the metal  speciation is of little value  because the nature, concentration,
and metal  binding capacity of naturally-occurring organic ligands is unknown
(Canterford  and  Canterford  1980).   Consequently,  it would  be difficult to
predict  the  effect on phytoplankton of  the  addition of a given quantity of
any of these metals  to the euphotic  zone of the open ocean.
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     Whereas  the  initial  effect of  the addition  of trace metals  to
unpolluted waters may  be  a  reduction  in  the rate of  photosynthesis, the
primary effect will be  to alter the species composition and succession of a
phytoplankton  community (Huntsman and  Sunda  1981).  Phytoplankton species
are known to vary  in their  sensitivity  to the toxicity of free metal ions
(Erickson et al.,  1970).  The result  of their varying sensitivities may  be
that the more  resistant species  replace the more  sensitive species (Thomas
and Seibert 1977).

     The residence time of these  ions within  the  euphotic zone will depend
on the disposal  method,  the  currents,  the density stratification, and the
various processes  affecting the residence  time of  the particulate fraction.
The multiplicity of factors affecting  these processes makes it impossible  to
predict the effects on  phytoplankton.   In all  likelihood, such effects would
be relatively  small  in spatial  extent, but their temporal  persistence  is
entirely unpredictable  with information  currently available.

     Changes in  either  the level  of primary production or the phytoplankton
species composition could cause changes  at higher  trophic levels, since,  as
discussed earlier, nearly all  life in  the deep  ocean is ultimately dependent
on phytoplankton for  the  fixation  of carbon.  Since  impacts of  waste
discharge on phytoplankton are likely  to be extremely localized, however,  it
is unlikely that higher trophic  level  effects would be significant.  Fine
particulate matter will  slowly sink  out  of the euphotic  zone, and the
dissolved components of the  discharge  may be diluted beyond levels having
any  impact on  phytoplankton  production.    The presence  of a  strong
pycnocline, however,'  could  cause a retention of particulate matter deep
within the euphotic  zone, and this could have  important consequences for
phytoplankton, especially in those areas  where phytoplankton  are aggregated
at such depths (Chan and Anderson 1981).

     Zooplankton throughout the water column  are  also potentially affected
by the deep-sea  disposal of nodule processing wastes, but since the biomass
of zooplankton is much  greater  in the  first several hundred meters, the
method of disposal will have a  pronounced effect on  the magnitude of any
such adverse impact.   A pumped  discharge of  wastes into the surface layer
would likely have the greatest effect  on zooplankton.  Pumping the wastes  to
intermediate depths (several  hundred meters)  could lessen potential  impacts
on zooplankton.  The  effect of  a  barge dump  would  likely  depend upon the
amount of the  particulate matter  remaining behind in the water column.

     Adverse  effects  on  zooplankton could  occur in several  ways.   Some
dissolved components of the wastes may be directly  toxic to zooplankton.  It
has been demonstrated,  for instance,  that the free cupric ion  may be toxic
to a  freshwater  crustacean, Daphnia magna (Andrew et al., 1977), while the
free  cadmium ion may be toxic  to  a shrimp, Palaemonetes pugio  (Sunda et al.,
1978).   Since many zooplankton  are  filter  feeders,  the introduction  of
inorganic particulate matter  may interfere with zooplankton grazing. The
fine size  of  the  particulate  matter  is  similar to the  size range  of
phytoplankton  ingested by zooplankton.   This material could clog zooplankton
filtering apparatuses, abrade  their mouth parts, and/or actually be ingested
by the  animals.  Such effects  could cause zooplankton mortality or simply
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reduce the efficiency  of  their grazing on phytoplankton.   Similar effects
have been  demonstrated  for  marine  planktonic  copepods  (Calanus
helgolandicus)  which ingested  large  amounts of "red mud,"  the residual
substance after  the  extraction of aluminum from bauxite (Paffenhofer 1972).
If the particulate  matter is inert,  the zooplankton may  simply pass it
through their guts and incorporate it  into fecal pellets.   This is, in fact,
a beneficial result  of  zooplankton   grazing  (i.e., the removal of  fine
particulates from sea  water and the incorporation of this  material into much
larger pellets which consequently sink much faster out of the water column;
cf.  Hirota  1981).   If,  however,  heavy metals or other  potentially toxic
constituents of  the  particulate  matter leach  out  in the zooplankton guts,
they may be  taken up by the zooplankton and incorporated  into their tissue.
This may provide an  avenue for this material to begin  bioaccumulating.

     Just as for phytoplankton,  adverse  effects on  zooplankton may have
important ramifications  for  higher trophic levels, since nearly all  are
dependent on the transfer  of organic matter,  produced  by phytoplankton,
through the  zooplankton,  before  it can become  available to other animals.
Adverse impacts on  zooplankton  within the euphotic zone would likely be
extremely localized, however, for  the same  reasons as  for phytoplankton.
Adverse  impacts on  zooplankton  below  the  euphotic  zone may be more
widespread and long  lasting, depending  upon the amount of  particulate  matter
retained within  the  water column.   This in  turn is dependent not only upon
the disposal method, but also upon  the density profile of the water  column
and ambient  currents in the area.   Zooplankton below the euphotic zone  are
less likely  to be adversely  impacted  by  fine  particulates, however, since
most species there are carnivores, rather  than filter  feeders.

     Among  the  pelagic fishes of  the  open ocean,  perhaps  the most
susceptible  stages to  adverse effects of nodule  processing wastes are  the
eggs and larvae, together  referred to as ichthyoplankton.  Direct toxic
effects  of  dissolved substances on ichthyoplankton  are a distinct
possibility.  Engel  and Sunda (1979)  have demonstrated,  for instance, that
the free cupric  ion  is capable of  inhibiting  hatching  by the eggs  of  two
marine fish  species,  spot (Leiostomus xanthurus) and Atlantic silverside
(Menidia menidia).   Other fishes may  also be  susceptible to the effects of
tree metal  ions.  Larval  fish generally feed  on phytoplankton and/or small
zooplankton.  Their ability  to  do so may be  impaired by the presence of
large  quantities  of  fine particulate matter, which could decrease  the
visibility  of the  food to these  larvae.  Ingestion of fine inorganic
particulate  matter may also block  food  intake, as demonstrated for herring
larvae which ingested  "red mud,"  the waste generated  by aluminum production
from bauxite (Rosenthal 1971).  Larval  fish may also  be indirectly affected
by adverse  impacts on  phytoplankton and/or  zooplankton.   Ichthyopl ankton
would be particularly susceptible to  adverse effects if the processing
wastes were  discharged at the  surface, since most  ichthyoplankton are found
near the  surface.  Discharging at  depths below the  epipelagic zone (0-100 m)
or dumping the wastes en  masse would likely minimize the potential  impacts
on epipelagic ichthyopl ankton.   It should  be emphasized, however, that
available information on zooplankton and ichthyoplankton  inhabiting  the
mesopelagic  zone (100 to  1,000 m)  is limited.
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     Adult pelagic fishes are  less  likely to be  adversely affected  by  any
form of disposal  of  nodule processing  wastes.  Because  of their  strong
swimming abilities, pelagic fishes should generally be able to avoid  turbid
water areas created by the disposal  of  such wastes.  Experiments  conducted
with tunas in  captivity have demonstrated that they are able to detect  and
avoid areas of high turbidity (Barry 1978).   At the highest turbidities
tested,  tunas sometimes  stopped feeding  and  occasionally engaged in a
behavior described as  "coughing" if they entered  the  turbid water  (Barry
1978).  It seems  likely that  the avoidance  of  turbid waters by tunas is a
response to the visual properties of the  water, and that their cessation of
feeding upon entering turbid water is due to their  inability to locate prey
(Barry 1978).   Such turbidity-related effects would of course be  extremely
localized and  short-lived since the  residence time of the particulate  matter
in the euphotic zone would  be relatively  short, and it  is  doubtful that
these far-ranging  fishes  would spend an  appreciable amount of time  within
such areas.   Barry  (1978) reported no  ill  effects  on  the captive tunas
during short-term  exposure to turbid waters.  Similar  arguments could be
advanced  for the lack of  expected turbidity-related effects  on  other
nektonic species,  including the  marine  mammals  (i.e.,  whales, porpoises,
seals, etc.).

     Although  marine fishes have been shown to have considerable ability to
regulate most  metals in their muscle tissues (Eustace 1974; Hal crow et al.,
1973; Grieg et al.,  1976), laboratory  investigations  indicate  that the
uptake of metals  in marine fishes is complex, and dependent on fish species
and tissue in  addition to the form of the metal.  Westerhagen et al.  (1980)
found that the liver was the main organ  of cadmium accumulation in juvenile
dab  (Limanda  limanda)  and  plaice (P1 e u r o n e c t e s  p1 at ess a).   Cadmium
accumulated at relatively low levels  in muscle tissue (2-3 x controls) after
a 96-day exposure  to  a  soluble cadmium  concentration of  between 5  and 50
ug/1.  Although  such  laboratory experiments may  provide information on
potential  metal uptake  rates, depuration rates, and  the  fate of cellular
metals,  the relationship  to potential  bi oaccumul ation  in the sea  is
questionable.   In  laboratory exposures,  organisms are generally exposed to
filtered seawater  and a metal  in  the  form  of a soluble salt.  In such  cases,
the metal  would exist in solution primarily in ionic form or with  a soluble
inorganic ligand.  Thus,  the potential  for direct uptake is considerably
greater than under natural conditions where a metal may occur in a  form much
less available for direct uptake (e.g.,  adsorbed  onto  particulates).  In
addition,  most pelagic  fish species would  spend such a  short time  in the
presence of these wastes that bioaccumulation would be extremely unlikely.

     Adverse  impacts  of  the nodule processing wastes  on  deep benthic
communities will likely vary depending upon the amount of material  deposited
on the  sea floor, the dispersal of this  material, and  the amount and
duration of increased turbidity just above  the bottom.  These factors will
vary considerably with the disposal  method chosen.  Empirical  relationships
between solids deposition  rates and  changes in benthic community parameters
are not available, although rough,  qualitative impact  estimates may be
obtained by comparing predicted deposition rates due to ocean discharges or
dumping with natural  sedimentation rates.   If the predicted rates  are small
relative to natural rates, it may be  inferred that the potential for impacts
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on the  benthic communities  will also  be  small.  Alternatively, a high
deposition rate of discharged solids  relative to background values is
indicative of a substantial  impact potential, especially  in  communities
adapted to naturally low  sedimentation  rates.   It seems probable  that the
large, mobile scavengers would  be  able to avoid burial under a  fine  "rain"
of particulate  matter and that  they  would be able  to evacuate  areas of
increased  turbidity,  if these areas  were not too widespread.   The area
affected  will of course  depend  on  a number of factors,  including the
disposal method, the density  profile  of  the  water column, ocean currents,
etc., and therefore the affected area is  difficult to predict at  this  time.

     Subsurface  deposit-feeding animals would  probably be affected the least
of any benthic organisms  because they are  only dependent on the growth of
bacteria beneath the surface  of the sediments.  Bacterial growth  could be
affected if the  processing wastes buried  the bottom with a sufficiently deep
cover of sediments, but the depth of deposition required for such an  effect
is unknown (Jumars  1981).

     Suspension  feeders and surface  deposit feeders would probably be
similarly affected  by  the deposition  of nodule processing rejects  on the
ocean floor and  by  the associated increased turbidity near the bottom.  The
former organisms  feed  on suspended  particulate organic  matter, while the
latter ingest similar particles after  they have settled on the  bottom.  If
the fine particulate  matter in the  processing wastes  "scavenges" organic
matter  from the water  (i.e.,  if organic matter is adsorbed onto  its
surface),  the particles could be ingested by these animals and provide them
an increased food supply.  The suspension  feeders are likely adapted to very
low ambient levels  of suspensate,  however,  and their filtering  apparatuses
may be clogged if particulate  levels are  too  great.  In addition, since
these animals live  in an environment where  natural sedimentation rates are
on the order of millimeters per thousand  years, they may  possess only very
limited burrowing abilities and they may  be  buried if the  rate  of
sedimentation is too high.  Burial  under a layer of sediments, even  if it is
only a very thin layer, may result  in  mortality of these  organisms (Jumars
1981).

     If an area of the deep ocean floor was  covered with  sediments and the
resident fauna irretrievably buried, it  may be a very long time before the
community  returns to a "normal" state,  since the majority of the meso- and
macrofauna are slow-moving deposit feeders with low dispersal  abilities.   As
in any  environment where the  natural  community is removed, the  first
colonists  will probably be those with the highest dispersal  ability.  It is
impossible to predict recovery times, however, since the generation  times of
deep ocean benthic invertebrates are unknown.   In addition, there is no way
to predict the direction in which community succession will  proceed, since
such perturbations have never been studied in the deep oceans.

     Considering that many  of the deep  ocean  benthic organisms  feed on
particulate matter, there  is  a  very real possiblity  that they  will ingest
particulate-bound heavy  metals or other  potentially  toxic  substances and
incorporate them into their tissues.  While  this  would provide a  starting
point for  bioaccumulation in  benthic organisms, this is of less  consequence
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 to  humans than  in  other areas of the  ocean (especially  closer to shore)
 where  the top carnivores may  be  ingested by  humans and bioaccumulation may
 represent a health  hazard.  Hence,  bioaccumulation will  be discussed in
 detail only with regard  to  continental shelf organisms.

 Possible Biological  Impacts of the  Disposal  of  Manganese Nodule Processing
 Rejects on the Continental  Shelves'

     As in the deep oceans, the possible biological impacts of the dumping
 of  wastes resulting  from  the smelting of manganese  nodules would  vary
 depending upon the  size  fraction of  the wastes.  For the purposes of this
 discussion, the effects of the disposal of  the  fine  particulate fraction
 (clay-size particles)  on continental  shelf communities will  be considered to
 be  similar  to those discussed below for the hydrometal1urgical  process
 wastes.  Dumping of the  coarse particulate fraction (sand-size particles)
 may cover and kill the resident benthic  organisms, although the  area
 involved would likely  be small.  Depending  upon  the conditions in the local
 area,  slag dumped  on  the  shelves may  be buried by natural  sedimentation
 (which would  of course  occur much more rapidly than in the deep oceans,
 since  sedimentation rates  on the shelves  are  much higher), or it may be
 swept  clear by ambient  currents,  if  they are sufficiently strong.   If the
 slag is buried by natural sediments,  the indigenous soft-substrate benthic
 fauna  may return to the area.   If, however,  the slag remains free  of
 sediments (which  would likely occur  where the natural  substrate had  also
 been sand-size particles)  the  slag  may  or  may  not be recolonized by the
 natural sand-dwelling fauna, depending  upon  its suitability  (particle size,
 organic content, etc.)  to these organisms.  If, as expected, the  slag  is
 relatively inert,  leaching  of  heavy  metals or other potentially toxic
 constituents  would not be expected  to occur,  and biological  uptake of these
 materials would  be unlikely.

     The continental  shelf communities impacted by  the  disposal of
 hydrometal 1 urgical process  waste  slurries  and  the  nature  of those  impacts
 would again  be influenced by the method of introducing  the  wastes into  the
 ocean.   All  dumping methods  applicable to deep ocean disposal  would  also be
 possible  on  the outer continental  shelves.

     In the  case of processing wastes introduced directly  to the euphotic
 zone, the  types of impacts  on  phytopl ankton  would  likely be  much the  same
 whether the disposal was over the  continental  shelf  or in  the deep  ocean.
 Increases  in turbidity would cause decreases in the penetration of  sunlight,
 and  hence  decrease phytoplankton  photosynthesis.  The magnitude of  such an
effect  would again depend on  the method  of  release  of  the  wastes (e.g., a
pumped  discharge into  the  surface layer would  probably result in  greater
turbidity  than would a  large-scale dump  of the  wastes,  which  would  leave a
smaller residual amount  of  particulate  matter  in the upper  layers  of the
water column).  Due to  stronger currents,  tidal mixing, and possible  coastal
upwelling  over the shelves,  there is a greater potential  for  these  wastes to
remain in suspension  in the upper  layers  of the  water column  over the
shelves than in the  open  ocean.
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     In areas where the low  availability of nutrients naturally  limits
phytoplankton  production, or at certain  seasons  when nutrients may be
limiting,  stimulation of phytoplankton production is also a possible  effect
of the disposal of manganese nodule processing wastes if  the liquid fraction
of these  wastes  contains either appreciable  quantities  of dissolved
ammonium,  nitrate,  silicate,  or trace metals.  Alterations in the
availability  of  nutrients can also  bring  about changes  in the species
composition of the phytoplankton community.

     As in the open ocean, the disposal  of manganese nodule processing
wastes  over the continental  shelves  could  have adverse effects on
phytoplankton  if such disposal results  in  increased concentrations  of  metals
in seawater.   As noted above,  adverse effects associated  with elevated metal
concentrations  include reduction in the  rate  of  primary production by
phytoplankton  (cf. Knauer and  Martin  1972; Patin et al., 1974; Ibragim and
Patin 1976) and  alteration in the species  composition and  succession of
phytoplankton communities  (Thomas  and  Seibert 1977;  Huntsman  and Sunda
1981).  Effects such as  these appear  to  be related to the free  metal ion
activity in the water rather than  the  total  metal concentration (Sunda and
Guillard 1976; Canterford and  Canterford 1980; Huntsman and Sunda 1981).

     For reasons  discussed above, a number of factors [e.g., the  pH and
alkalinity of the  water,  the concentration  of natural  chelators,  the
concentration  of competing  metals,  and the presence of  adsorptive surfaces
(Sunda  et  al .,  1978)] affect  the activities  of free metal  ions,  and
therefore  it is  difficult to predict the effect on  phytoplankton  of the
addition of a  given quantity of any of  the  heavy metals to the  euphotic zone
above the  continental shelves.  Nevertheless, several factors act in concert
to reduce  the likelihood  of adverse effects on phytoplankton  over  the
continental  shelves.

     The first factor is that, in general,  waters over  the continental
shelves have higher concentrations of  particulate matter than  waters of the
open  ocean.  Consequently, there  is a greater likelihood  that free metal
ions will  be  adsorbed onto  particulate matter in  the waters  over  the
continental  shelves.   In addition, compared to  open ocean waters, waters
nearer  the  continents may have  a relatively  high content of natural
chelators  due to the higher concentrations of organic  matter. Metal ions
there would  have  a  greater chance of being bound  by naturally-occurring
organic ligands, which  would  render them unavailable to the  phytoplankton
(Sunda and Guillard  1976).  Lastly,  there  is some  evidence that
phytoplankton  species  which  have evolved  in and are  adapted  to
physically-variable environments  would,  because of their  adaptations, be
better able  to  tolerate  any  toxic  compound  than would
morphologically-similar species adapted to more stable environments (Fisher
1977).   Such differences  may  even  occur at the intraspecific  level, since
Murphy  and  Belastock (1980) have demonstrated that  clones of  a  single diatom
species which occurred  in polluted estuarine environments  were less
sensitive to certain organic  chemical  wastes than  were clones of the same
species from  neritic  and  oceanic  environments.   Such  differences in
resistance  to chemical  stress may be  associated  with changes in membrane
structure and permeability  (Fisher 1977).  Even though the aforementioned
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factors  act in concert to  minimize the  potential  adverse effects  on
phytoplankton in shelf environments, there  is  still  cause for  concern
because  the shelf environments  are not only more  productive, but  also
because they are  more closely  linked with food chains  leading directly  to
man, with numerous species  of importance in commercial  and recreational
fisheries.

     In areas of  the continental  shelves  shallow  enough to support benthic
algal growth, the dumping of  processing wastes could  have similar effects  on
the growth  of these algae (i.e.,  reduced photosynthesis,  stimulation  or
inhibition  of growth, alteration  of community  species  composition and
succession,  and burial  of both  substrate and algae).

     Changes in either the  level of  primary production or the phytoplankton
species composition could cause changes at higher  trophic levels, since  much
of  the  secondary production  on  the  continental  shelves  is ultimately
dependent on phytoplankton  for  the  fixation  of carbon.  Whereas impacts  of
waste discharge on  phytoplankton in  the  deep  ocean are likely to be  both
extremely  localized and short-lived, the greater  potential for slower
settling and/or  resuspension  of the  fine particulate  matter over the
continental  shelves suggests  that impacts  on  phytoplankton associated  with
the physical properties of  the  particulate wastes may  not only cover a wider
area, but may persist for a longer time in the waters  over the shelves.  The
potential for adverse impacts on economically important organisms at higher
trophic levels  is also  enhanced due  to shorter  food chains wh.ich tend  to
prevail  in  shelf waters.   This  is in  part  due to the  larger size  of
phytoplankton cells in shelf  waters  relative to  open ocean waters (Parsons
and LeBrasseur  1970).  It should be  noted, however, that nearshore and shelf
phytoplankton assemblages  are naturally  adapted to  higher levels  of
suspended solids.   Thus, they  may be less  sensitive to a given turbidity
increase than open ocean assemblages.

     Adverse effects  on zooplankton  of  the disposal of manganese nodule
processing  wastes over the  continental shelves are  similar to those expected
in the open  ocean.  Zooplankton are  generally  abundant at all depths above
the continental shelves, however,  so there is less potential  for minimizing
impacts on  these  animals by discharging the  wastes deep below the euphotic
zone.  Once  again, dissolved  components  of the  wastes may be directly toxic
to zooplankton,  or the fine  particulate  matter  may clog zooplankton
filtering apparatuses,  abrade their  mouthparts, and/or actually be ingested
by the animals.   Zooplankton mortality  or reduction in grazing efficiency
may result.   As  in  the case of open ocean disposal of these wastes, the
incorporation  of  this fine particulate  matter into  fecal  pellets may  be a
beneficial  effect of zooplankton grazing resulting  in increased
sedimentation of  particulate  matter.   Moreover,  binding of metals to organic
substances  in  fecal  pellets may reduce the availability to other organisms.

     Just as for  phytoplankton, adverse  effects  on zooplankton  may  have
important ramifications for higher  trophic levels, since many are dependent
on the transfer of organic matter,  produced by phytoplankton, through the
zooplankton, before it  can  become available  to  other  animals.   Notable
exceptions   include those  fishes  able to  feed directly on phytoplankton
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 (e.g., anchovies in areas of coastal upwelling) and certain  filter-feeding
 benthic organisms (e.g., clams  in  shallow regions of the shelves).  Adverse
 effects on zooplankton over the continental  shelves may be more widespread
 and persistent than in the  deep ocean, since there is a greater potential
 for slower settling and/or resuspension of the fine particulate matter, due
 to stronger currents,  tidal  mixing,  and possible coastal  upwelling over the
 shelves.

     The possibility of adverse effects of the disposal  of manganese nodule
 processing wastes  on ichthyoplankton  is  especially  important  in the
 continental shelf environment, because  most commercial  fish species inhabit
 shelf areas.  In addition to the  potential  adverse effects  on planktonic
 fish eggs and larvae mentioned  earlier  (direct  toxic effects, interference
 with feeding, indirect food-chain  effects),  an  additional consideration is
 the potential  impact  on  those fish species  which lay  their eggs  on the
 bottom.  Demersal eggs  could be  buried and  killed by the dumping of fine
 particulate matter on  the sea floor  over the continental  shelves.  Rosenthal
 (1971) demonstrated, for instance,  that suspensions of "red mud," the waste
 product from the production of  aluminum from  bauxite,  retarded the rate of
 development of herring embryos and  increased their frequency of embryonic
 malformations.  Herring  eggs are  demersal,  and Rosenthal (1971) reported
 that  red mud particles adhered to the chorion  of these eggs, possibly
 interfering with gaseous and other material  exchanges  between the eggs and
 the surrounding medium.  It is conceivable that  manganese nodule processing
 wastes might have similar effects on demersal  fish eggs.

     Although pelagic  fish species  inhabiting the  continental shelves are
 also strong swimmers capable of avoiding  turbid water  areas created  by the
 disposal of manganese  nodule processing wastes,  they  are generally  not as
 wide-ranging as  the  oceanic pelagic  fishes.   They may be  more closely
 associated with certain topographic features  (e.g., the  shelf break, rocky
 outcrops,  favored  feeding  and/or spawning areas)  and therefore  more
 susceptible to adverse impacts (e.g.,  interference with feeding behavior,
 bioaccumulation of heavy metals and/or  other  potentially  toxic constituents
 of the wastes) attributable to disposal  of these  wastes  in a specific  area.

     As in the deep sea,  the adverse impacts of the nodule processing  wastes
 on continental  shelf benthic communities will  likely vary  depending upon the
 amount  of material deposited on  the  sea floor,  the dispersal of  this
 material, and the amount  and duration of increased turbidity just above the
 bottom.  These  factors  will  vary considerably with the disposal  method
 chosen.  Regardless  of the disposal method, however,  the  fact that the water
 column is .so much shallower over the shelves  than in the  deep sea (a  factor
 of 10 to 100 times shallower) means that  the  particulate wastes are  likely
 to settle out of the water more quickly  and not be as dispersed laterally as
 in the deep sea.   An additional factor  that must be considered, however, is
 that the ambient currents  in  some areas  of the  continental  shelves may be of
 sufficient  magnitude  to keep these particulate wastes  in  suspension and
 transport them great distances  before deposition occurs.  In  certain  areas
 of the continental  shelves,  sediments may be  transported  across the  shelf,
deposited in  the  vicinity  of the shelf  break,  and periodically sloughed off
as turbidity currents  into the  deep sea.   Hence,  particulate matter
deposited on  the  shelves may eventually  end up  on  the deep  ocean floor.


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     Large, mobile  organisms, such as demersal  fishes and  crabs, would
likely  be  able to avoid burial  under settling  particulate  matter and
evacuate areas  of  increased  turbidity, provided  that these areas were not
too widespread.

     The types  of  potential  impacts  on  shelf benthic communities  are  similar
to those discussed above for the deep-sea benthos, but the significance of a
given impact  is  likely to be  greater.   The greater concern over potential
adverse impacts  of the  dumping of manganese  nodule  processing rejects on
benthic communities on the  continental shelves  is because many  of the
affected  organisms  are either currently or  potentially in food  chains
leading directly to  humans.

     The consequences of blanketing  the sea  floor over the continental
shelves with  a  layer of fine particulate matter will  depend upon  the  rate of
deposition  and  the thickness of the  deposit.  While it is difficult  to make
accurate predictions,  it  is probably  safe  to  predict that shelf-dwelling
organisms would  likely  be  less affected by  a  given  thickness  of sediment
cover  than would  deep-sea  organisms.   The  shelf organisms  live in  an
environment with much higher ambient sedimentation rates, and consequently
they should have better burrowing  abilities and should be less likely to be
irretrievably buried.  The  ability to  stay  at  the sediment-water interface
may not guarantee  survival,  however, especially for surface deposit feeders.
These  organisms are dependent  on  ingestion of  organic matter  in the
sediments,  and  a layer of primarily inorganic, waste-derived  sediments may
not contain adequate organic matter  for their nourishment.

     There  is a  very real  possibility  that  suspension  feeders  and  surface
deposit feeders  inhabiting  the continental  shelves would  ingest  particulate
processing  wastes  if such wastes were  discharged in their environment.  It
is also possible that particul ate-bound heavy metals or other  potentially
toxic substances ingested  by  these organisms could be incorporated into
their tissues,  and thus provide a  starting point for bioaccumulation  through
benthic food  chains.   Considering that many  of the larger organisms on the
continental shelves  (e.g.,  demersal  fishes and crabs, including commercially
valuable species)  ingest benthic suspension  feeders and deposit feeders,
there is concern that  bioaccumulation  in these  organisms may  represent a
health hazard for  humans.

     If an  area  of the continental  shelf  was  covered  with rejects  and the
resident fauna  irretrievably buried, recovery of the community  to a "normal"
state would likely proceed  much more quickly than in the  deep  sea.   Benthic
invertebrates  on  the continental  shelf, in  particular, have excellent
dispersal abilities,  since  many have  planktonic larvae.  While the first
colonists are likely  to  be  those with the  highest dispersal ability, the
direction of  succession is difficult  to predict,  especially  because the
suitability of  sediments for  colonization by benthic invertebrates is a
function of the grain size  of the  sediments, which in this case  remains
unknown.
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     Recovery potential of marine communities has been evaluated following
both natural  and  anthropogenic stresses.   The available evidence indicates
that even in  cases  of drastically  disturbed nearshore  sediments there is
generally a relatively rapid recolonization  (Rosenberg 1972;  Dauer and Simon
1976).   In a  comprehensive study in  Monterey  Bay, Oliver et al.  (1977) found
that successional  patterns following  disturbance were  dependent upon the
nature  of  adjacent undisturbed communities.  In situations  where large
motile  organisms  (e.g., peracarid crustaceans) were abundant,  these groups
generally constituted the  initial  colonizers  in  addition to opportunistic
polychaetes (i.e.,  those with short  generation times and ability to change
from larval dispersal to  brooding).  If large motile organisms were not
abundant, opportunistic  polychaetes provided  the primary initial
colonization.  The  second phase was  characterized by a return  of the normal,
pre-disturbance community.   In  general, early colonizers  do not reach a
stable  community  dominance that prevents  a  return of the normal indigenous
species.   Continued dominance  has been observed,  however,  in cases  of
repeated  (annual)  defaunation of  benthic  communities  (Santos  and Simon
1980).

     Documented cases of faunal  recovery  have usually been associated with
disturbances  such  as  oil spills,  dredge spoil deposition,  deoxygenation, and
natural turbidity  flows.  As such,  the recovery processes have occurred  in
natural sediments,  usually containing  from  1 to 10 percent organic matter.
Many of the initial  opportunistic  colonizers of  disturbed sediments are
deposit feeders (e.g., the polychaete Capitel1 a capitata).  These organisms
ingest  deposited  sediment,  either  at or below the  sediment  surface, and
utilize organic matter contained  therein as food.   If a substantial layer  of
reject  material were  deposited on  the bottom, colonization processes may  be
different than  those  observed in  natural  sediments because of the inorganic
nature  of reject material.  The lack of  organic matter would limit initial
colonization to  suspension feeders or  surface detritus feeders.   These
organisms could utilize  naturally  occurring  near-bottom  organic matter,
either  as newly deposited material or as a suspension.

     As noted above, the possibility of bioaccumulation of potentially toxic
metals  is of  concern  for continental  shelf organisms,  since many are in food
chains  leading to  humans.   Accumulation of  the metals may occur through
direct uptake of the  dissolved metals,  ingestion  of  contaminated
particulates, or  through  ingestion of other contaminated organisms.  The
biological  importance of a  trace  metal is  not  only dependent upon its
physical/chemical state upon  discharge,  but  also  upon the ultimate solute
concentration  in  seawater,  which  is  a  function  of  sorption-desorption,
dissolution-precipitation,  and  metal-ligand  associations following
discharge.

     It was indicated above that  iron/manganese oxides are an important sink
for metals in the marine environment,  and that the  metals were also often
bound to organic or inorganic  particulate matter.   Luoma and  Jenne (1977)
demonstrated  that the bioavail abi 1 ity  of  several  metals  to deposit-feeding
clams  is  inversely  proportional  to the  sediment-water distribution
coefficient.   Thus, sinks  with a high  rate  of sediment-to-water desorption
resulted in a high  bioaccumulation of metals.  It  is interesting to note
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that the rank  ordering of sinks relative  to bioaccumulation potential  varied
according to the metal tested.   For silver, the concentration factor  in  clam
tissue was about an order of magnitude  higher from manganese oxide  than  from
organic particulates.  The opposite situation was found for zinc.   Luoma and
Jenne (1977)  also found  that  the rate  of bioaccumulation  resulting  from
ingestion of solids with  adsorbed metals was  considerably slower than the
uptake of soluble  forms.   The  authors concluded that short-term  exposures
(less than several  days)  to certain  sediment-bound  metals (e.g.,  hydrous
oxide bound Zn and  Co)  would result  in  negligible bioaccumulation in the
clam.

     Neff et al.  (1978) indicated that  bulk metal analyses of solids  are not
useful in predicting bioavai1abi1ity of sediment-adsorbed  metals.   In a
series  of 136 metal-species-sediment  exposures of marine  organisms to
natural sediments, significant accumulation of  metals occurred  in  only 36
cases (26.5 percent).  The observed cases of bioaccumulation,  many of which
were quantitatively marginal, could not  be  correlated with the form of the
metal present  in the sediments.

     The physiological  state of an organism  can also strongly  affect the
degree of tissue contamination  by metals.   Although metal concentrations
have been demonstrated to  be related  to body  size,  the  relationships vary
among species  and metals (Cross  et al. ,  1973;  Bryan  and  Uysal  1978;  Boyden
1977).   Moreover, Strong  and  Luoma  (1981)  have demonstrated  that the
relationship  of  body size to  metal  concentration  may differ among
populations of a single species  and also with  season.  Other environmental
variables affecting metal  uptake* and  accumulation include salinity, water
temperature, and.the presence of other  metals (Phillips 1976).

     A wide variety of marine organisms has  been shown to accumulate metals
in body tissues when exposed to contaminated water or  sediments.   It  is also
apparent that  accumulated metals  may  be transferred upward  among  trophic
levels (e.g.,  from phytoplankton to zooplankton).  It  is  important to note,
however,  that  the  occurrence of  bioaccumulation of a  potentially toxic
substance does not necessarily mean that biomagnification will occur.  The
potential for  biomagnification  is an  important concern since its occurrence
can result in  high concentrations of potentially toxic substances  in  higher
trophic level  organisms (e.g.,  fishes)  which are used  as  food by man.

     Biomagnification  has  been documented  for some  high  molecular weight
organic compounds  (e.g., DDT) and for  methylmercury;  however, there is
currently little evidence for biomagnification of inorganic forms  of metals
(Bryan  1979).  Substances  displaying  evidence of  biomagnification are
lipophilic and are stored in the fat deposits of an organism.   Such  tissues
are  relatively inert and  enable only  limited  active metabolism  and/or
excretion of the substance.  Inorganic  substances such  as non-methylated
metals do not  have  lipophilic tendencies and  are much  more available for
active regulation by marine organisms.   In general, the ability of  organisms
to regulate metals increases in more taxonomically advanced species  (e.g.,
higher in fishes  than in  crustaceans;  Bryan  1979).   In  addition,  marine
organisms generally have  more  ability to regulate  metals  important as
micronutrients  (e.g., copper and zinc) than for non-essential  metals  (e.g.,
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cadmium and lead).   The processes  of metal  regulation  not only vary
according  to  the metal and  species,  but also  according to the  organism
tissues.   Based on  the  low  tissue  metal  levels  in  many contaminated
environments,  marine  fishes  and some  invertebrates  apparently have  a high
capacity to regulate metal  concentrations  in  their muscle tissue.   The
ability of more advanced  predatory  forms  to regulate  tissue metal
concentrations is an  important factor  in  explaining the apparent absence of
biomagnification  of inorganic metals.

     A wide variety of invertebrate and vertebrate  marine  organisms have
been shown  to  detoxify and sequester  assimilated metals (Roesijadi  1981).
The role of metallothionein-type proteins  in the detoxification mechanism
has been  widely studied.  It appears  that these  low  molecular weight
proteins play  an  important role  in  sequestering  potentially toxic  metals
(e.g., Cd,  Hg, and  Ag) in  addition to regulating  the metabolism of essential
trace metals such  as zinc and copper.   Metallothionein production in an
organism can be induced by exposure to  non-essential metals such as  cadmium,
and thus  forms  an important role  in the  development  of  tolerances to
potentially toxic metals.  Marine organisms  may  also  be able  to genetically
adapt to increased  environmental metal  concentrations.  In  a study  of the
polychaete Nereis  diversicolor, Bryan  and  Hummerstone  (1973) found that
worms living in  contaminated sediments  were more resistant  to zinc than
control  worms.  The tolerance was apparently genetically determined and was
probably associated with  reduced permeability and more efficient excretion.

Possible Biological  Impacts of the  Disposal  of  Manganese Nodule Processing
Rejects  in  Nearshore  Area's

     Impacts of the dumping in nearshore  areas of wastes resulting  from the
smelting of manganese nodules would likely be much the same as those already
described for  the dumping  of  such wastes  on the continental shelves.   Hence,
for the  purposes  of this discussion,  the  effects  of the disposal  of  the fine
particulate fraction  (clay-size particles) on nearshore communities will  be
considered  to  be  similar to those discussed below for the hydrometallurgical
process  wastes.  Recolonization  of  areas covered by the coarse particulate
fracti'on (sand-size  particles)  will  depend on  burial of these wastes by
natural  sediments,  the suitability (particle  size, organic content,  etc.)  of
these waste sediments to natural  sand-dwelling organisms,  and/or  the
potential  toxicity  of heavy metals or other constituents of the  wastes which
may leach  into the  water.

     The disposal  of hydrometallurgi cal  process waste slurries in  the
nearshore  environment  would  likely  involve  the  use  of submarine outfalls.
The impact  of  this  disposal method on  nearshore ecosystems would depend on
the depth of discharge, the local  wave and current regime, the  physical  and
chemical nature of  the wastes, and on  the nature of the biological  habitats
in the  area.   One of the most  important considerations with regard  to
predicting  the effect  of this disposal method on biological  communities is
the depth of the  outfall.   Solids discharged  from outfalls  in  waters less
than  approximately  30  m can  be subjected to wave  induced resuspension and
reintroduction  into the euphotic  zone.   Whether or not this method  would be
successful  at  keeping  the  resultant turbid  water  at depth is  dependent on
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the other aforementioned factors  (i.e.,  hydrography,  density structure,
currents, physical nature of the wastes).

     If the  processing wastes  were discharged directly into the euphotic
zone, or, conversely, if they were  discharged  below this zone and advected
into  it  by  other processes (e.g., tides,  currents,  etc.),  impacts on
phytoplankton would  likely  be  much the same as  those described above  for
phytoplankton in  the open ocean or  over  the continental shelves.  Increases
in turbidity within the euphotic zone  would  cause  decreases in the
penetration  of  sunlight,  and hence decrease  phytoplankton photosynthesis.

     Stimulation  of phytoplankton production  is  also a possible effect of
the disposal of manganese nodule processing  wastes  if the liquid  fraction of
these wastes contains either appreciable quantities of dissolved ammonium,
nitrate,  silicate, or trace metals.   Alterations in the  availability of
nutrients can also bring about changes in the species  composition  of  the
phytoplankton community.

     Phytoplankton production may be inhibited  and/or  phytoplankton species
composition  may be altered  if  free metal   ions are  present in  high  enough
concentrations.   As discussed above  in  regard  to potential  effects on
continental  shelf communities, the higher concentrations  of  particulate
matter and of  organic  substances  in  the  water  nearshore  may render any
introduced free metal ions unavailable  to  phytoplankton.  These  ions  may be
expected  to  be  adsorbed onto particulates  or  bound to naturally-occurring
organic ligands much more frequently nearshore than in the  open ocean, and
perhaps  even more frequently than  over the continental  shelves.  In
addition, nearshore algal species may  be less  sensitive to  chemical  stress
than those algal  species  inhabiting  more stable,  less  stressed environments
offshore. As for the shelf  environments,  there is still  cause for concern,
even in the  presence of these mitigating  factors, because  the nearshore
environments are  not only more productive, but also  because they are more
closely linked  with food chains leading directly to  humans, with numerous
species  of  commercial  and  recreational importance.  Any impact on
phytoplankton related to  the presence  of dissolved substances in the waste
slurry would probably be minimized by disposal   below  the euphotic zone
(i.e., below 100 m),  since  appreciable  dilution  would likely occur  before
these  substances could  enter the euphotic  zone by  such  processes as
diffusion or upwelling.

     Similar effects  (i.e.,  reduced  photosynthesis, stimulation or
inhibition of growth, burial  of both substrate and benthic plants)  may occur
if the wastes   enter the  euphotic  zone in nearshore  areas where benthic
plants (i.e., kelps,  sea  grasses, etc.)  are found.  Such impacts could have
important ramifications  because certain benthic  plants,  notably kelps, are
important in structuring  the environment and making it  suitable for
habitation by a large number of  associated organisms,  while other  plants
represent food  resources for  certain animals (e.g., turtle grass is an
important food  for marine turtles).

     Changes in either  the level  of  primary  production or the species
composition of  the various nearshore plant communities could cause changes
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at higher trophic levels.  Whereas  impacts of waste  discharge  on primary
production in the open ocean and over the  continental shelves are likely to
be temporary because the wastes will eventually settle out  of the water
column and remain below the euphotic zone, impacts on  primary  production
nearshore are  likely to be more  long-lasting,  since  even if the wastes
settle  onto the  bottom,  there will  be  a  much  greater  likelihood of
resuspension and reentry into  the  euphotic zone.   In  addition,  burial of
hard substrates will  likely make  the bottom unsuitable for the growth of
most macroalgae, which  must  be able to  attach to a  hard  substrate to
establish themselves  in  an  area.  Just as  on  the continental  shelves, the
potential for adverse impacts on economically-important organisms  at higher
trophic levels  is also  enhanced nearshore due to  the  shorter food chains
which tend to prevail there (Parsons and  LeBrasseur  1970).

     Adverse effects  on zooplankton due to the disposal  of manganese nodule
processing rejects in nearshore waters are  similar to those  expected in the
open ocean and  over  the continental  shelves.   Just as  for phytoplankton,
adverse effects on zooplankton  may  have  important ramifications  for higher
trophic levels, since many are dependent on the transfer of  organic matter,
produced by phytoplankton, through  the  zooplankton, before  it  can become
available to other  animals.   This is not  as important  in  nearshore
environments as it is in  open ocean or outer continental  shelf  environments,
however, since  a significant fraction of the nearshore primary  production is
often  performed  by benthic  plants.  Adverse  effects on  zooplankton in
nearshore environments  may  be more persistent because of  the  greater
potential  for retention  and  resuspension of  these wastes  in  nearshore
environments.

     The possibility  of adverse effects on  ichthyoplankton  attributable to
the disposal of processing wastes  is  especially important in  the nearshore
environment, because many fish  species  utilize these areas  as  spawning and
nursery grounds.   In  addition to the potential  adverse effects  on planktonic
fish eggs and larvae mentioned  earlier  (direct toxic effects,  interference
with feeding, indirect food-chain effects), an additional consideration is
the potential  impact on those  fish  species  which lay  their eggs on the
bottom, as discussed  above  with regard to  continental  shelf  environments.
Demersal eggs could be buried and killed by the dumping  of fine particulate
matter on the bottom  in nearshore areas.

     Although pelagic fish species inhabiting  the nearshore areas are also
strong  swimmers capable of  avoiding turbid water areas created by  the
disposal of manganese nodule  processing wastes,  they  are generally not as
wide-ranging as the oceanic  pelagic fishes,  and  they may be  even  more
closely associated with  certain topographic  features  (e.g., coral reefs,
rocky outcrops,  favored feeding and/or spawning  areas)  than  are the shelf
species,  and therefore  more  susceptible  to  adverse impacts  (e.g.,
interference with  feeding behavior,  bioaccumulation of  heavy metals and/or
other potentially  toxic constituents  of the wastes) attributable to disposal
of these wastes  in a specific area.

     As in  the  deep sea and on  the  continental  shelves,  the  adverse impacts
of the  nodule processing wastes  on  nearshore benthic  communities will likely
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vary depending upon  the  amount of material  deposited  on the bottom, the
dispersal  of this material,  and  the amount and  duration of  increased
turbidity just above  the  bottom.  These  factors will  vary  with the depth of
the waste discharge.   Other important factors  include the local hydrography,
the density structure  of  the water column, currents,  and the  physical nature
of the wastes.

     Ambient currents  in  some nearshore areas  may  be  of sufficient magnitude
to keep these particulate  wastes in  suspension and transport them great
distances  before deposition  occurs,  even  in cases  where the  outfall
discharge is well  below the surface (cf.  Waldichuk and Buchanan 1980).  This
high waste dispersion potential  in  the nearshore  environment has several
important implications related  to  environmental considerations.  In some
areas there may be a  potential  for shoreward transport of discharged wastes,
resulting in potential impacts on sensitive or  important nearshore habitats
(e.g., kelp beds).  Thus, the  potential  for  transport of the waste either
before or after initial deposition must  be  considered.   It should also be
noted, however, that  relatively shallow  nearshore  waters enable much more
reliable post-discharge monitoring of  waste dispersal and  any environmental
effects.   The basic  environmental consideration  related  to effects  on
benthos and fishes would  be similar  to those  identified for shelf areas.
However,  the potential  for  bioaccumulation of metals  is  an especially
important consideration in nearshore areas because of the occurrence of many
important recreational fisheries in addition to  commercial  fisheries.

     Certain bervthic  habitats unique to the nearshore area  (i.e., kelp beds,
sea grass beds, coral  reefs, intertidal  areas)  are particularly susceptible
to impacts  either  from increased  turbidity or  from  burial of the substrate
by processing wastes.  Possible effects  on  kelp beds, sea  grass beds, and
other benthic plant communities were mentioned  previously  in the discussion
of impacts  on primary productivity.   Coral  reefs  and  intertidal habitats
(especially on rocky  substrates) are of  concern because many of the animals
in each are suspension feeders, and because alterations in the substrate in
each area may cause irreparable destruction of these  habitats.

SIGNIFICANT ENVIRONMENTAL CONSIDERATIONS

     Environmental considerations identified for the  various marine disposal
alternatives are listed  in  Table  32.   The diversity of potential  impacts
involves organisms  of essentially every trophic  level  in every marine
habitat.   For the sake of discussion,  however,  and to facilitate estimation
of the relative significance of the various impacts for each  of the disposal
options,  the 26 specific potential  impacts listed in Table  32 were grouped
into the  following general categories:

     1.    Effects on primary production

     2.    Direct toxic effects

     3.    Effects on behavior and feeding  of marine organisms

     4.    Bioaccumulation  effects
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            TABLE 32.  A LIST OF ENVIRONMENTAL CONSIDERATIONS RELATED TO
         MARINE DISPOSAL OF MANGANESE NODULE PROCESSING WASTES AND REJECTS
I. Effects
1.
2.
3.
4.
II. Direct
5.
6.
7.
8.
9.
10.
11.
III. Effects
12.
13.
14.
15.
16.
17.
on primary production
Decrease in photosynthesis by phytoplankton due to
Decrease in photosynthesis by benthic flora due to
Stimulation of production by phytoplankton due to
Stimulation of production by benthic flora due to
toxic effects
Direct toxicity to phytoplankton
Direct toxicity to benthic flora
Direct toxicity to zooplankton
Direct toxicity to ichthyoplankton
Direct toxicity to pelagic fishes
Direct toxicity to demersal fishes
Direct toxicity to benthic fauna
on behavior and feeding of marine organisms
Interference with grazing by zooplankton
Interference with feeding by ichthyoplankton
Interference with pelagic fish feeding behavior

increased turbidi
increased turbidi

ty
ty
increased nutrients
increased nutrients
























Interference with feeding behavior of benthos and demersal fishes
Interference with migration patterns
Interference with reproductive behavior




IV. Bioaccumulation effects
18.
19.
20.
21.
V. Effects
22.
23.
Bioaccumulation of potentially toxic substances in
Bioaccumulation of potentially toxic substances in
Bioaccumulation of potentially toxic substances in
Bioaccumulation of potentially toxic substances in
of alteration in benthic substrate
phytoplankton
zooplankton
fishes
benthic fauna






Effects on benthos due to alteration in substrate or smothering
Effects of substrate modification on demersal fish
distribution

VI.   Inter-trophic  effects

        24.   Higher trophic level  effects of impacts on phytoplankton
        25.   Higher trophic level  effects of impacts on zooplankton
        26.   Higher trophic level  effects of impacts on benthic fauna
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     5.   Effects of alteration in  benthic  substrate

     6.   Higher trophic level  effects.

     To evaluate the  potential disposal  options from an  environmental
perspective,  it is important to consider how these options,  in conjunction
with environmental  factors, influence  the relative  significance of the
environmental  considerations identified  in Table 32.  The  various  disposal
options are summarized in Table 33.  The magnitude of each  potential impact
may be expected to  vary  with the  method of disposal.   Effects on primary
productivity,  for instance,  may be considerably  reduced by  those  disposal
methods which  introduce the processing wastes into the ocean at depths  below
the euphotic  zone  (i.e.,  subsurface dispersal), or which  minimize the
residence time of the wastes within the  euphotic zone (i.e.,  surface dump).
Direct  toxic effects, which are normally  associated with elevated
concentrations  of  dissolved  chemical  substances, may  be  mitigated by
disposal  methods  which result   in  greater  dispersion of the  wastes.
Interference  with  the  feeding of pelagic organisms  (e.g., zooplankton,
ichthyoplankton, pelagic fishes)  would  be  lessened by the introduction of
wastes below the euphotic  zone or  by minimizing  the residence time of the
wastes within  the upper layers  of  the ocean.  Interference  with the feeding
of benthic organisms may be minimized by disposal methods  resulting in the
greatest dispersion of the  wastes,  which would  reduce both  the thickness of
waste sediment deposits and the turbidity above  the bottom.
     The possibility of bioaccumulation  is of concern in all  of the disposal
scenarios,  but it is certainly of  less significance when  the  subject
organisms are  deep-sea benthos, rather  than  continental  shelf or nearshore
species potentially in food  chains  leading to  humans.  Biological impacts
associated with changes  in the benthic  substrate would  be  minimized by
disposal  methods which result in  the  greatest dispersal  of the  wastes  (i.e.,
open-ocean dispersal vs. a  nearshore dump), the  least change in the prior
substrate (i.e., disposing  of the  wastes in areas already  having  a fine
particulate  substrate), or the lack of appreciable deposition due to ambient
currents.  Effects on higher trophic  levels due to impacts  on  lower trophic
levels are potentially of importance  in  all environments,  but as in the case
of bioaccumulation, the greatest  concern is associated with  effects on those
higher trophic  level  organisms utilized  by  humans.   Such  effects will be
more likely  where food chains are  short  (e.g., coastal  areas) rather than in
areas where  food chains are long (e.g., open  ocean areas)  (cf. Parsons and
LeBrasseur 1970).

     The  relative significance of each potential  environmental effect is
dependent upon  four basic considerations:

     •    The  severity of the effect  (e.g., sublethal or lethal)

     •    The  spatial extent of the effect

     •    The  duration of the effect
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TABLE 33.  DISPOSAL OPTIONS CONSIDERED FOR EVALUATION OF
         POTENTIAL  EFFECTS  OF  REJECT  DISPOSAL
      Disposal Zone
  Disposal  Method
       Inner shelf
       Mid shelf
       Deep ocean
outfall

surface dumping


surface dumping

surface dispersal

subsurface dispersal


surface dumping

surface dispersal

subsurface dispersal
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     •    Potential  involvement of commercial or recreational  species.

Each of these considerations  is in turn  dependent upon characteristics  of
the exposed organisms, the receiving water body, and the disposal  method.

     The  overall  severity  of  an effect may  range from  short-term
physiological  responses (e.g., change in  respiration rate)  to death.   It  is
dependent upon the  physi cal/chemi cal  characteristics  of the waste,
sensitivity of indigenous  organisms to  the  waste,  and exposure  conditions
(e.g., time  and  concentration).   The  greater sensitivity  of open  ocean
communities  to  impacts  on primary  production reflects  both the greater
sensitivity to chemical stress  of the phytopl ankton species found in  such
environments, and the lower ambient concentrations of natural  organic
ligands, which could complex  with potentially  inhibitory  free metal  ions.
Naturally, disposal options  which result  in  the wastes being  introduced
below the euphotic  zone  should minimize the potential  impacts  on primary
production.  The  potentially greater sensitivity of open-ocean  organisms  to
direct toxic effects also reflects  adaptation to an  environment with few
prior chemical stresses.  However, it should  be emphasized that  the  response
of open-ocean communities to anthropogenic  stresses are not well  understood
and would require considerable further study before definitive  estimates  of
potential effects could be made.

     Effects on  feeding of marine  organisms are likely to be  greater in the
open ocean  than  inshore  because  open-ocean organisms  typically feed  in
waters with very  low levels of suspended particulate  matter.   Effects  on
feeding are also  expected  to  be greater  for epi pelagic organisms than for
those lower in the  water  column because  both  filter  feeders  and
visually-orienting  predators are more prevalent near the surface.   Deep-sea
benthic organisms are likely  more sensitive to alterations  in the benthic
substrate than benthic organisms  nearshore because they have evolved in  an
environment with  extremely  slow rates of  sedimentation.   Disposal options
which result in  greater dispersion of the  wastes will  tend  to mitigate this
effect.  Finally, higher trophic level effects are  most likely for nearshore
and shelf organisms  because higher level  predators  of the open ocean are not
only more wide-ranging than those inshore,  but they are also, in general,
more trophic steps  removed from the primary  producers.   Once again, disposal
of the wastes  below  the euphotic zone may tend to minimize effects on higher
trophic levels.

     The spatial extent of an  effect is  dependent upon the disposal method
(e.g., dispersal or dump)  and  the  distributional characteristics of affected
organisms.   Plankton, by their very  nature, are transient  inhabitants of a
particular area and any localized  effects  would generally be  ameliorated  by
dispersion  of the affected organisms.   In general, the potential spatial
effects are greater  for  the  disposal  options involving  dispersion when
compared with  dumping.  However, evaluation of the  spatial extent  of effects
should also involve a consideration of the  dilution  necessary to cause  no
adverse effects.   Hence,  it  may  be appropriate  to use a combination  of
disposal  option (e.g., slow  dispersion  from  a barge) and  naturally high
ambient dispersal mechanisms  (i.e., currents)  to reduce the potential for
effects although the waste would be distributed over a large area.   Contrary
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to the other environmental  considerations, effects of a  change in benthic
substrate will  cover  the least area  when  the  wastes descend quickly to the
ocean floor (e.g.,  in  shallow water nearshore,  or  during a surface dump).
In cases where  the  wastes are dispersed  upon disposal,  the area affected
would be greater and  the  depositional rate  per unit area would be less,
especially in deep  waters of the  open  ocean.  The low depositional rates
would probably  result  in a concomitant decrease in the potential impacts on
benthic organisms.  Higher trophic level effects are relatively unlikely in
the open ocean,  and hence would  not  cover a  large area.  If such effects
were to occur over  the shelf or nearshore,  they would cover a larger area if
the wastes were  dispersed at the  surface than they would if the wastes were
discharged at depth.

     The duration of  an effect is dependent upon the severity of the effect
and the recovery potential of the  exposed  population.  Sublethal  responses
such as changes  in  primary production or feeding behavior  would most likely
be extremely transitory (e.g., hours  to days) in plankton  populations,  and
would most likely exist  only during  the  limited exposure period prior to
waste settling.  Even lethal  effects on  plankton  communities would most
likely be  of  limited duration  due  to  rapid  mixing  and  short generation
times.  Alternatively, if significant bioaccumulation  of metals occurred in
benthic organisms, the effect  would probably be of  long duration (e.g.,
months  to years)  because  of  continued exposure  to  the  contaminated
sediments.  For  effects of  substrate alteration  or smothering of benthos,
the  effect  duration  would  depend  upon reproductive and dispersal
characteristics  of  the organisms.  Motile  species or  organisms having high
larval dispersal mechanisms  may  be able to rapidly repopulate an affected
area,  while  recovery  of  sessile  organisms  with  limited dispersal
capabilities would  be considerably slower.

     For all  disposal options, the involvement  of commercial or recreational
species is lowest in  cases of open-ocean disposal, since there are very  few
species of economic importance in such environments.   Most  oceanic  fisheries
are  directed at large, wide-ranging species  (e.g., tunas,  billfishes,
whales, etc.) and  the only significant  impact  on  such species might be
temporary interference with feeding  behavior, and even this is of far less
concern  than for  commercial or recreational species  over  the  shelf  or
nearshore, since the  pelagic  species should  be  able  to avoid turbid water
areas.  Impacts  on  primary production are only  of commercial or recreational
importance nearshore where  some benthic  macrophytes (e.g.,  kelps, other
seaweeds)  are  routinely harvested.  Direct toxic effects on  commercial  or
recreational  species may occur over the shelf,  but they would be more likely
nearshore where dispersion  of  the  wastes may  be  less  pronounced.   The
feeding  of commercial or recreational species  may  be  affected in both
nearshore  and shelf  environments,  but in each  case, the effects  may be
greater if the wastes are dispersed  near  the surface.  Bioaccumulation in
commercial  or recreational species may also  occur  both over  the  shelf  and
nearshore, but benthic  and demersal organisms,  the  most  likely  to
bioaccumulate potentially toxic  substances,  would  be subjected to  greater
concentrations in shallow  water nearshore or when  wastes are dumped  from  the
surface over  the  shelf.   Effects of  a  change  in  benthic  substrate  on
commercial  or  recreational species  would also  be  favored  by either
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shallow-water discharge  or  a  surface dump  over the shelf.   Higher  trophic
level effects would again be more prevalent if  the wastes were  dispersed in
the euphotic zone than below it.

     Based on the aforementioned considerations, the generic categories of
effects may be grouped according  to their  relative significance.   Effects of
benthic substrate alteration and bioaccumul ation have the highest  relative
significance.  This  is  because  these  potential effects of rejects may be
lethal,  occur over an  extensive  area,  be  relatively  long lasting, and
involve commercial/recreational species.  Within  the  general  category of
bioaccumulation, however,  the  relative  significance varies  considerably
according to biotic group.   For  several  groups  the  relative order of
significance of bioaccumulation  from highest to lowest,  would be: demersal
fishes,  benthic  invertebrates,  pelagic  fishes,  zooplankton,  and
phytoplankton.

     Direct  toxicity and  effects on feeding  and behavior  would have an
intermediate level of significance.   The potential for toxic  effects  on most
biotic  groups would be limited because of  short exposure  times,  high
dilution rates (for most disposal  options) and the possibility  of  limited
availability of toxic  substances  in the  wastes.   Potential toxic  effects
would probably be lowest for  zooplankton and  pelagic   fishes.  Potential
toxicity of phytoplankton would  be  of greater significance because of metals
contained in reject material (although  their availability as soluble forms
is currently unknown) and the sensitivity  of phytoplankton to  metal toxicity
(compared  to other groups).   Toxicity  to benthic  organisms is of
intermediate significance  because of the potential  for extended  contact
with, or ingestion of, waste material.

     Effects on primary production  and  intertrophic  effects  have  the lowest
relative  significance  among the  generic environmental considerations.
Effects on  primary  production would be  of short  duration  and spatially
limited.   Because of the relatively low  significance  of effects  on plankton,
higher trophic level effects resulting from plankton  impacts  would also have
a low significance.  The transitory nature of impacts on  plankton  would have
a minimal  potential for affecting consumers unless   such effects  were
extremely widespread.

ENVIRONMENTAL CONSIDERATIONS FOR  REPRESENTATIVE  DISPOSAL  AREAS

     Biological  and oceanographic conditions important in the consideration
of environmental effects of reject  disposal in representative  disposal areas
are reviewed in  Appendix D.   The  following section provides a  summary of the
major environmental considerations  for each representative area.

Western  Gulf of Mexico

     The  outer continental  shelf of  the western Gulf of Mexico  includes a
number of  offshore banks and coral  reefs  which should be considered in the
selection  of potential  manganese  nodule  processing waste  disposal  sites.  As
described  previously, corals on  these  reefs may  be near the environmental
limits  of  existence  and  vulnerable  to  any  anthropogenic stresses.  These
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reefs and banks also provide  important habitat  for  demersal snappers which
support local  fisheries.   There have  also been suggestions that potentially
commercial stocks  of tilefish and yellowedge grouper  exist on the outer
continental  shelf of the  western  Gulf of Mexico,  and  that future fisheries
may develop to harvest these  stocks.   The open waters  of the Gulf of Mexico
are typical of tropical  open  ocean  waters  elsewhere (i.e., low  primary
productivity,  low productivity of higher trophic levels, and low benthic
biomass).  While there are currently no substantial pelagic fisheries in the
open waters of the western Gulf of Mexico, it is  possible that a fishery for
tuna could develop over the continental slope.

Hawaii
     Nearshore habitats  on  the island of  Hawaii  vary considerably between
the windward and leeward coasts.  Along  the Kona  (leeward) coast, there  are
extensive coral  reefs, while on the  windward coast  near Hilo, there is very
little  coral  growth.   Coral  reefs  are especially  susceptible  to
environmental  impacts  associated  with  high turbidity and/or sediment
deposition, and there have been suggestions that  the coral reefs north of
Keahole Point on  the leeward coast  are already stressed  by  turbid water
conditions.  Although the insular shelf  around  the  island of Hawaii  is very
narrow, it nevertheless has a number of  characteristics  which should be
considered  in  selecting a  potential site  for the disposal of manganese
nodule processing wastes.   Both  Hilo and  Kona  are important centers of
commercial  fishing, and most  of  the Hawaiian fisheries are directed at
pelagic species within 32 km  of  the  coast.   The  tuna fishery near the edge
of the shelf is especially notable.   In areas with a  hard benthic  substrate,
bottom fisheries are important.   In  addition,  potential  fisheries  for both
sharks and shrimps may develop around the island of Hawaii in the  future.
Precious corals grow in  certain areas at  depths  greater than  100 m around
the island, and are commercially harvested.  The shelf waters also represent
important habitat  for the  humpback  whales which overwinter there.  Open
ocean  areas far  offshore  of the  Hawaiian islands are  also typical  of
tropical  open ocean waters  elsewhere  (i.e., low primary productivity,  low
productivity of higher trophic  levels, and  low benthic biomass).   The only
pelagic fisheries of note are  for  tuna,  but  these  are not localized in  any
specific area.

Pacific Northwest

     Certain characteristics of the Pacific  Northwest nearshore zone should
be taken  into account in  selecting manganese nodule waste disposal  sites in
this region.  Rocky coastlines of the Pacific  Northwest provide important
habitat  for various marine plants  and  animals, many of  which could  be
adversely affected by increased  turbidity and  sedimentation to be  expected
with nearshore  disposal  of these wastes.   Several marine mammal species  are
known to  frequent the nearshore areas.   Permanent residents include  Stellar
sea lions and sea otters, while California  gray  whales pass through  the area
on their  annual  migrations between the Bering Sea and Baja California.   One
interesting characteristic of the benthic environment nearshore  is that from
the shoreline to a distance of approximately 20  km  from shore, and  between
depths of 0-80  m, the benthic substrate consists of 100 percent sand-size
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particles.   This reflects the  high  wave energy in the  overlying waters,
especially  during winter storms,  and suggests that  manganese nodule
processing  wastes, disposed  of in this region,  would  be subject to
resuspension.   Important nearshore  fisheries include commercial  fisheries
for salmon  and  Dungeness crab, and recreational  fisheries  for salmon.

     Important  characteristics of  the outer continental shelf of the Pacific
Northwest should also be taken into account in selecting potential  manganese
nodule waste disposal sites in this region.  Of particular importance  is  the
fact that the region is characterized by coastal  upwelling during periods of
northerly winds  in summer.  Deep  water  over the outer shelf moves inshore
and toward  the  surface  to  replace surface  water  advected offshore.   This
inshore  movement  of water could result  in the shoreward transport of
manganese nodule processing wastes if they  were disposed of over the  outer
continental  shelf.  Another consequence of the seasonal coastal upwelling in
this region  is  the enhancement  of primary  production over the shelf,  which
in turn supports enhanced production at  higher  trophic levels.  One  result
of this  is  that the  shelf  break  area is highly  productive, and the
macroepibenthos and demersal   fishes  there are particularly abundant.
Consequently, there is an important multispecies  groundfish fishery over the
outer continental shelf and upper  continental  slope (depths of 30-1,500 m),
and a developing fishery for pink shrimp at depths of 91-183 m.   There is
also  interest  in  the region for further expansion of  the fisheries to
harvest both pelagic and demersal  species which  are currently underutilized.
The disposal  of manganese nodule  processing  wastes over the outer
continental  shelf could  adversely affect  both  the existing and  potential
fisheries  of the  region, especially  for those species  (e.g., Pacific
halibut,  Pacific  cod) with demersal  eggs,  a stage in  the life cycle
particularly  vulnerable to  the  effects  of sediment deposition.
Consideration should therefore  be given  to disposing of these wastes in a
manner which will not adversely  affect important Pacific Northwest fishery
resources.

     Open-ocean environments beyond  the  continental  shelf and slope of the
Pacific  Northwest  are  also characterized by  relatively low primary
productivity and  low productivity  at  higher trophic levels.   The only
pelagic fishery of note is the troll  fishery for albacore, but it  should be
noted  that this is a seasonal fishery dependent  on warm water temperatures,
and that  it  only develops in  some  years.   The open ocean  waters do provide
important habitat for salmon, but  there  is currently no open ocean fishery
for these fishes.

     The  importance of the outer continental  shelf fisheries in the Pacific
Northwest suggests that possible disposal  options utilizing sites over the
continental  shelf should be critically evaluated  for their potential adverse
effects on these fisheries.  Such considerations  may decrease the likelihood
of selecting such  disposal  options over other possible  choices (e.g.,
open-ocean disposal).
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Southern California

     Rocky shorelines  along the southern California coast  provide substrate
for  both  rocky intertidal  habitats along  the  shore and kelp beds  just
offshore.   Flora  and fauna in both  habitats are susceptible  to  adverse
effects of increased  turbidity,  sediment deposition, and sediment scour
which may occur  with nearshore  disposal  of manganese nodule  processing
wastes.  Squid spawn  just  offshore from kelp  beds in southern California,
and their demersal eggs  may  also  be vulnerable  to burial  by these wastes.
In the absence of anthropogenic  stresses,  it is  possible that  marine
mammals,  once native to  the  mainland coast and now restricted  to  the
offshore islands,  could return  to  their  former  habitat  along  the rocky
coastlines.   California gray whales  also transit the area during their
annual migrations  between the Bering  Sea  and Baja California.  Whether the
disposal of manganese  nodule processing  wastes would have adverse effects on
marine mammals is  unknown, however.   Nearshore submarine canyons may receive
consideration as potential  sites for the  disposal  of  manganese  nodule
wastes, since they  serve as  conduits for  the  transport of sedimentary
material into deeper  waters  offshore.  As discussed  above, however, these
canyons are unique biological habitats with  a characteristic benthic fauna.
Possible  adverse effects  on these organisms  should  be considered  in
selecting a site  for  the disposal  of  these wastes.  As is  the case for the
Pacific Northwest, strong coastal  upwelling  could serve as a mechanism for
shoreward transport of wastes.

     Several  features  of the California  borderland could make this area  more
attractive for the disposal of manganese nodule processing  wastes than  more
typical continental  shelf areas  in other regions.   The  presence of  deep
basins  with  a  depauperate benthic  fauna  attributed  to depressed  oxygen
concentrations suggests that  these areas could serve  as disposal  sites  with
minimal impact on  benthic organisms.  Due to the narrowness of the southern
California shelf,  groundfish  fisheries  are limited.   The primary fisheries
in the southern  California Bight  are for  pelagic  species,  so disposal
methods which introduce the wastes deep in the ocean  (e.g., surface dump or
subsurface dispersal) would be  expected  to have a minimal impact on southern
California fisheries.  Demersal  species, especially those with demersal  eggs
(e.g.,  California halibut) could  still  be affected, however.  Pelagic
species,  especially those  whose  larvae are dependent on  adequate
concentrations of planktonic  organisms (e.g.,  jack  mackerel,  anchovies)
would tend to be more susceptible to adverse  effects of manganese nodule
waste disposal  if the wastes  were  dispersed at the surface.  It is important
to note the  presence of sensitive offshore hard bottom  banks,  however.
These areas  represent unique  habitats which are probably highly sensitive to
solids deposition.

     Open-ocean environments  beyond the  continental slope off southern
California  are  similar in many  respects to open-ocean  environments in other
regions.  Pelagic fisheries are  limited, and manganese  nodule waste disposal
would not  be  expected  to have  adverse  effects on the wide-ranging  target
species  (e.g., tuna, albacore).  The  biomass  of  benthic  fauna on  the
deep-sea  floor is sparse since the  terrigenous  sediments  and their
associated  organic fraction are currently being  deposited in the  deep  basins
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of the continental borderland, and are  not being transported to  the  deep sea
by turbidity currents as in other regions.  Open-ocean disposal  of manganese
nodule processing wastes in this region would therefore be expected to have
relatively minor ecological effects.

EVALUATION OF DISPOSAL OPTIONS

     The relative effects of general disposal  areas (nearshore, shelf, and
deep ocean) on  the significance of environmental considerations  is evaluated
in Table 34.  Based  on  relative  deposition  rate, dilution, and potential
effects on fisheries, the nearshore disposal  options have a relatively high
potential  for  impact.   This potential  is counteracted,  however, by the
limited area affected  and the generally  lower sensitivities and higher
recovery  potential  of  nearshore organisms.   In the deep  ocean,  high
dilutions and low deposition rates can  be maintained; however, the organisms
are probably more sensitive to a given  concentration or depositional rate.

     Within  a  general  disposal  area,  there  are several environmental
considerations relative to  the specific disposal  options.   In nearshore
areas, the submarine outfall would generally have a  higher potential for
impact  than surface dumping.   Because of construction constraints and
associated costs,  outfalls  generally  discharge  very near the shoreline.
Hence, the potential exists  for shoreward transport of the  wastes.   For
reject material, the potential  for initial dilution  of the waste would be
considerably less for an outfall relative to surface dumping.  Moreover, the
outfall  must be located  in .an  area where  bottom slope  would  result in an
initial  offshore transport  of discharged material.  Submarine canyons,  such
as those occurring in southern California and  Hawaii, may offer  an efficient
mechanism for offshore transport of waste discharged near the canyon  head
through an outfall.  However, such environments may contain a  unique fauna
compared to other  coastal  areas, resulting  in  significant environmental
considerations  for canyon discharges.

     The environmental  advantages of  an outfall  are  associated with the
confinement  of the  waste  to bottom waters.   Thus, potential impacts on
plankton and pelagic fishes are minimized.

     Surface dumping in  nearshore areas could be  conducted  farther  from
shore than potential  outfall lengths,  resulting in a  lower potential for
effects  on shoreline marine  communities.  Higher  dilution could also be
achieved prior  to reject deposition.   Whereas an outfall  discharge would
continually contact  the  same bottom area, dumping could  be spread over a
large area if  such  a procedure  was  determined  to be environmentally
advantageous.   Dumping in  nearshore areas would result  in contact of the
waste plume with water  column organisms.   If very small  particles  were
present  in the  waste, surface or subsurface plumes could exist  for extended
periods.

     Three basic disposal options  are available for offshore areas over the
continental  shelf  or in the  deep ocean:  dumping,  surface dispersal, or
subsurface dispersal.  Each of these  disposal  options  has advantages and
disadvantages which are dependent  upon  specific environmental concerns.   The
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TABLE 34.  EFFECTS OF DISPOSAL AREA ON FACTORS RELATED TO POTENTIAL
                      IMPACTS OF HASTE DISPOSAL

Disposal
Area
Nearshore
Shelf
Deep ocean
Relative
Deposition
Rate
High
Moderate
Low
Relative
Area
Affected
Limited
Moderate
Extensive
Potential
Dilution
Limited
Moderate
High
Relative
Organism
Sensitivities
Low
Moderate
High
Recovery
Potential
High
Moderate
Low
Trophic
Link with
Fisheries
High
Moderate
to high
Very
1 i mi ted

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use of surface dumping  or  subsurface dispersal  would minimize potential
effects on epipelagic plankton and fishes.   The transit time  of a  waste
plume  in  the surface layer  is limited  with  a surface dump.   Thus, the
contact  time with the  waste  and  the  spatial  extent of  the  plume are
minimized.   Of the three  options, dumping  would result  in  the highest
particle deposition rate per unit bottom area.   Thus, potential  effects  on
benthic organisms  occurring within  the  depositional  area  are highest for
that technique.   Dumping offers the  environmental advantage  of confining
potential  effects  to a smaller area than  would be potentially affected  by
dispersal.  Moreover, subsequent monitoring would be simplified by reducing
the depositional  area.

     Surface dispersal techniques could  be used  to  provide  a  high initial
dilution of  wastes in addition to a  lower depositional rate  per  unit  area.
Thus, concentrations of  reject material   would  be less in  the  water and  on
the bottom.   However, the total areal  extent  of potential  effects would  be
greater.

     The environmental considerations  for  each disposal alternative are also
dependent upon  the specific biological and oceanographic characteristics  of
the disposal site.   The  general disposal  options for each  representative
disposal  area are  evaluated in Table  35.   The ranking follows  the  previously
described generic  pattern whereby  disposal in nearshore areas has a greater
environmental  significance  than disposal  in deeper,  offshore  waters.  The
greater significance in nearshore  areas results  from the following factors:

     •    High  productivity

     •    Limited  dilution and dispersal

     •    Commercial and recreational  fisheries

     •    Sensitive or unique habitats

     •    Higher ratio  of  potentially  affected habitat  to  total
          available habitat.

It should be emphasized, however,  that, although the deep ocean waters have
been given a lower relative  significance  in this ranking  procedure,  there
are several   factors  which could modify  this  relationship.  The greater
sensitivity of deep-ocean  organisms to anthropogenic stress, from a
documented and  theoretical  perspective, could alter these relationships when
site-specific data are  examined in  detail  and organisms'  tolerances  to
actual  reject material  are studied.   The great difficulty  and  expense  of
monitoring deep ocean communities results in  high uncertainty  of detecting
and documenting  effects if  they occur.  Moreover,  the high dispersion
potential  of the open ocean results in considerable uncertainty  associated
with the  ultimate  fate of reject material.

     For  the nearshore disposal options,  there  are some differences in the
ranking of environmental  considerations relative to representative disposal
sites.   The  differences are mainly  associated  with  the regional  fisheries,
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         TABLE  35.   EVALUATION OF THE ENVIRONMENTAL SIGNIFICANCE  OF
       DISPOSAL AREA OPTIONS WITHIN EACH REPRESENTATIVE DISPOSAL  AREA
Nearshore

Pacific
Northwest
Southern
Cal i form' a
Outfall

4

3
Dump

3

3
Shelf
Dump

2

2
Deep Ocean
Dump

1

1
Hawaii                     2         2             N/A

Western Gulf
of Mexico                     N/A                  3
Note:  Each disposal option  is ranked from 1 to  4, with a  rank  of 4
      representing  the  greatest  environmental  significance.
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importance of demersal  organisms (i.e., those species most susceptible to
impact), the potential  for  offshore transport of discharged or dumped
material, and  the water depth  available  nearshore.   Based on such
considerations,  the nearshore waters of Hawaii, specifically the windward
coast,  would have a lower  relative  significance than southern California or
the Pacific Northwest.

     Selection  of the most appropriate disposal  technique from an
environmental perspective would  require information  on  the potential
toxicity of the waste  to marine  organisms and development of reliable
methods  to predict  the dispersion and  fate of waste  material.  With such
information, the advantages and disadvantages of  each  disposal  technique
could be  evaluated  for the following  attributes:

     •    Area affected

     •    Severity  of effects

     •    Duration  of effects

     •    Populations at risk.
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             8.   RESEARCH AND STUDY  REQUIREMENTS FOR ASSESSING
                          REJECT OCEAN DISPOSAL


     Research and  study requirements for assessing  the  impact of ocean
 disposal  of manganese nodule processing  waste  are  based upon  the
 requirements of  the ocean dumping or discharge regulations (Chapter 2) and
 upon  the significant environmental  concerns developed  in  the previous
 chapter.

     Manganese nodule processing  waste may  be acceptable for ocean disposal
 based upon  the  information developed in this report.   However,  because
 representative pilot-scale processing plants are currently not  in  operation,
 it  is  presently not  possible  to adequately  assess the  toxicity  and
 bioaccumulation  potential of the  waste.

     The physical fate  of dumped or discharged  processing wastes must be
 predicted  to enable calculation  of  initial dilution and estimation  of
 subsequent  transport and deposition.  While  techniques  are readily available
 to  accomplish  portions of  the various  predictive tasks  required,
 standardized methodologies should be developed.

     The recommendation-s presented in this chapter describe  further research
 which  may  be needed to  assess the  acceptability of manganese  nodule
 processing  waste for ocean disposal.  Wastes  from  representstive pilot-scale
 (or prototype plants,  if possible) operations  of each  processing plant
 proposed should  be evaluated in accordance with  the recommendations below.
 Although comments are provided  on the  need  for  baseline studies of proposed
 disposal  sites, this report  is not intended to  provide  detailed
 recommendations  on disposal  site selection  studies.   Such recommendations
 should be site specific and are beyond  the scope of this report.

 BASIS FOR RECOMMENDATIONS

 Regulatory  Requirements

     Research on the effects  of ocean  disposed wastes  has  not been of high
 priority in  recent years  because the original  objectives of  the  Marine
 Protection, Research, and Sanctuaries  Act and the London  Dumping Convention
 were to terminate consideration  of  the  oceans  as a  waste  disposal  option.
 For instance, the National  Ocean  Pollution  Research  and Development  and
 Monitoring Planning Act of 1978  (PL 95-273)  assigns a  low priority  to
 studying the effects  of dumping  of sewage  sludge, because  the MPRSA
 "requires  that  all  ocean dumping of  sewage  sludge  be phased out  by
 1981."   However, through recent activities including a  court decision which
 ruled  that  the MPRSA did not  authorize  EPA  to ban the  dumping of sludge
without considering  the  alternatives  to ocean dumping,  NACOA's
recommendations  for ocean  disposal,  and industrial  and  public concern,
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suggests that  ocean disposal policies  in the future may allow for various
types of wastes to be permitted  for ocean disposal.

     Based  upon the review of existing  ocean disposal regulatory policies,
it appears  that future research  programs need to  be established to fill  some
of the existing data gaps in describing the composition and fate and effects
of manganese  nodule processing  wastes.   From a  regulatory viewpoint,
research activities should be directed in the following areas:

     •    Chemical characterization - Complete characterization of the
          processing wastes to trace levels is  needed.  Studies may
          need to investigate waste  components availability in the
          ionic  form.    State  of the  art procedures for these
          determinations also need to be developed.

     •    Physical characterization - Research in this area  is needed
          to define appropriate methodologies to  determine the various
          parameters necessary to  predict  the fate and  initial
          dilution of the material to be disposed of.

     •    Biological  characterization  - Based  upon  the  proposed
          modifications  to the  ocean  dumping regulations,  standard
          procedures need to be developed to determine bioaccumulation
          potential  and chronic effects  on "appropriate sensitive
          marine organisms" and  "appropriate sensitive benthic marine
          organisms."    These  tests need to  be designed for
          phytoplankton  and  zooplankton  species, crustacean  or
          molluscan species, fishes,  and benthic organisms  including
          filter  feeders, deposit feeders  and burrowing  species.
          These organisms must be representative  of those living in  or
          near the  proposed  disposal  site.   The  biology of the
          deepwater species  is not  well  documented and  greater
          research is essential.

     While  these are the primary research  areas,  the following areas also
need to be  investigated:

     •    Technologies  appropriate  for the  reuse  or  recycling  of
         manganese nodule processing  wastes

     •    Further treatment methodologies  to reduce the  concentration
         of potentially harmful  constituents

     •   Cost effective, innovative  monitoring methodologies (i.e.,
         acoustics, remote sensing, etc.).

Major Environmental  Concerns

     As described in detail  in  the preceding  chapter,  the potential
environmental  impacts of the marine disposal  of  manganese nodule processing
wastes are  quite diverse, and they can be expected to vary considerably with
the  receiving  environment and with the  disposal  method.   With regard to
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subjects which can  be  recommended  for further study in order to  assess the
feasibility of the marine disposal  of  these wastes, certain  potential
impacts must be considered to be  of greater concern than  others.  In
particular, impacts associated with  organisms inhabiting  the  water column
must be deemed of  lesser concern, simply  because the wastes will  settle out
of the water column and the  exposure of these organisms to the wastes will
consequently be  limited.  On the contrary, potential impacts of  the disposal
of these wastes  on  benthic  organisms  are  of  greater concern, simply because
the  wastes are expected  to accumulate  on  the sea floor,  and  therefore
benthic organisms may  be buried or smothered  by the wastes  or they will have
to continue to exist in the  presence of these wastes for extended  periods.

     The  location  of  the  disposal  site  will have a  large  influence on
whether or not appropriate  scientific  studies  can be designed to  assess the
potential for environmental  impact  of the marine disposal  of these wastes.
Effects of the open-ocean disposal  of these wastes on the  deep-sea benthos
will be particularly difficult  to  analyze.  Very little is known about the
life histories,  physiology,  biochemistry, and physical/chemical  tolerances
of deep-sea benthic organisms.  The  technological problems  of bringing back
live, representative samples of these  organisms, without subjecting them to
radical changes  in  temperature and pressure, preclude performing  meaningful
experiments with them.  In  addition, there would be  severe problems with
even detecting the  responses of deep  benthic communities to waste disposal,
should  they occur.   Jumars (1981)  has  discussed the similar problems
involved in detecting  impacts on benthos  of manganese nodule  mining.  For
predictions  of  potential   effects  of waste disposal  on deep-sea  benthic
organisms, it may  have to  suffice  to estimate the depth  of deposition of
these wastes on  the deep-sea floor and to judge  whether  such  a  deposit is
likely  to have any effect on the  benthos.   While such  predictions  of
biological effects  are somewhat  arbitrary, they may be the only option for
assessing potential  impacts on  the deep-sea benthos.  It  should  be
recognized, however, that future technological  advances in deep  ocean
sampling methods  may enable  reliable  assessment of impacts on  these
communities.

     On the continental shelves and nearshore,  it may be possible  to collect
representative benthic organisms, perform  experiments and bioassays on them,
and thereby estimate the potential  for adverse impacts of waste disposal  on
these organisms.   Beyond  the physical  effects of simply smothering and
killing the benthic organisms, two potentially  significant impacts of the
wastes  are related to their chemical characteristics.   These are direct
toxic effects due either to the metals or  other chemical  constituents within
the wastes, and  bioaccumulation of either  metals or other potentially-toxic
substances contained within the wastes.   The latter is especially important
when the subject organisms are in food chains leading to humans, as are many
of the  shelf and nearshore species.  Routine laboratory analyses (to be
outlined below) exist for the  quantification of both toxic  effects and
bioaccumulation.

     While there is certainly cause  for concern regarding potential  impacts
of manganese nodule waste disposal on  pelagic  organisms, it is  more
difficult to simulate such effects in the  laboratory.   Larger organisms
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 (e.g.,  pelagic fishes, marine  mammals) are  likely able to avoid  areas
 subject to high turbidity during  disposal operations, and hence are not
 liable to be adversely impacted by the marine  disposal  of these wastes.
 Smaller organisms  (e.g., phytoplankton, zooplankton) are of  course not able
 to evacuate areas  of high turbidity,  and  hence may be potentially affected
 by manganese nodule waste disposal.   In the  open ocean, the  small temporal
 and spatial scale  of their exposure to the wastes will  tend  to minimize the
 ecological implications  of such  impacts,  if  they occur.   In  neritic
 environments,  however,  the potential  for  resuspension of  the  particulate
 wastes is much greater, and therefore these small organisms  are  potentially
 subject to more temporally and spatially extensive impacts of these wastes.
 It will,  therefore,  be  worthwhile to  include phytoplankton and/or
 zooplankton in  any  laboratory  studies designed to assess  the potential
 impacts of marine  manganese nodule  processing waste disposal.

     Laboratory procedures  which can be utilized to examine either toxic
 effects of the wastes or the  biological  availability of trace metals or
 other potentially-toxic substances in the wastes  will  be described below.
 Also included  below are recommendations for the  establishment  of baseline
 environmental  conditions in  any  area being considered for  the  disposal of
 manganese nodule processing wastes.

 BIOLOGICAL ASSESSMENT

 Assessment of  the  Potential  for Toxicity

     In order  to predict toxic impacts of the  marine disposal of manganese
 nodule  processing wastes,  it  may be necessary to conduct  laboratory
 bioassays using representative organisms from each of the potential disposal
 sites.  Bioassay requirements under  current  regulations are described in
 Chapter  2.  These bioassays should be conducted using  wastes from  a
 pilot-plant process, with the understanding that they may not  be  exactly the
 same  as the wastes from a commercial-seal e plant.   Bioassays are currently
 required for  the  liquid,  suspended  particulate, or solid  phases  of the
 wastes (as defined in a manner analogous to that used  for dredged material
 bioassays; cf.  Environmental  Protection Agency/Corps of  Engineers, Technical
 Committee on Criteria for Dredged and  Fill  Material  1977).

     The liquid  phase of the  wastes  may  be  evaluated in  either of two  ways.
 Where there is  concern  about specific substances that may  be  released in
 soluble form,  the  liquid phase may be analyzed  chemically and  the results
 evaluated by comparison to  water  quality criteria for those  substances,
 after allowance  for  initial  mixing.   If  certain  potentially  toxic
constituents of  the wastes  are not  included in  the water quality criteria,
or if there is  reason to be  concerned about possible synergistic effects of
certain constituents,  liquid phase  bioassays  may aid in evaluating the
 importance and  the total  net  impact of the dissolved chemical constituents
of the wastes.   Although comparison  of waste constituent  concentrations with
water quality  criteria  may be  required from a regulatory standpoint, this
will  provide little information of  predictive  value in  assessing potential
adverse  effects.
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     The  liquid  phase bioassays  should  be  conducted  with  appropriate
sensitive marine organisms  from each  of the proposed  disposal  areas,
whenever possible.  Adverse impacts of dissolved constituents of the wastes
would  likely only occur  near  the surface since dilution  of the  liquid
fraction of the wastes would  be  great at depths below  the  surface layer
(>100 m).  Hence, it  is probably  only necessary to conduct  liquid phase
bioassays with  benthic organisms  from any  nearshore  areas  considered for
disposal.  Bioassays  may  also be performed  on appropriate water column
organisms such  as  sensitive phytoplankton or  zooplankton species.
Considering the varying sensitivity of  open-ocean neritic  phytoplankton
species discussed  in  the  preceding  chapter,  it is  important  to emphasize
that separate bioassays should be conducted  using  organisms  collected in
each of the proposed disposal  areas.   Guidelines for  conducting  liquid phase
bioassays are found in  EPA/COE (1977).  Using  these  techniques, the effects
of the liquid phase on  phytoplankton  will  be  evidenced as an inhibition of
growth, the measured  effect on zooplankton will  be the  death of the test
organisms.  It  is important  to note that it   is difficult  to predict the
ecological consequences of the death of a certain fraction  of the local
population of a particular species.  The environmentally protective approach
is to regard  any  statistically significant increase in mortality compared to
the controls  as potentially undesirable.   It is also important, however, to
evaluate sublethal effects such as  changes in behavior, reproduction, or
growth.

     The suspended phase bioassays will  provide information  on  potential
toxic effects due to either the  physical  presence of the particulates or to
chemical  effects of any biologically-active  constituents of  the
particulates.   These  bioassays should also be conducted  with appropriate
sensitive marine organisms  from  each  of the proposed disposal  areas,
whenever possible.  It  is  difficult to conduct and interpret  the  results of
suspended  phase  bioassays using  phytoplankton (EPA/COE 1977), so it is
herein  recommended  that  a  sensitive  zooplankton  species  from each
environment be  chosen  for  analysis.   Precedents for examining  the  effects of
suspended particulate  wastes  on  zooplankton  can  be found in  the work of
Hirota  (1981) on potential  effects  of manganese nodule mining  on
macrozooplankton, and in the  work  of Paffenhofer (1972), who  examined
effects of "red mud" on copepods.   While  adult pelagic fishes are  likely to
avoid areas of  increased turbidity  (Barry 1978), consideration  may be given
to assessing  the  effects of the suspended particulates  on  larval fishes,
which are  much more  susceptible to impact (cf.  Rosenthal  1971).   In
addition,  it  would seem appropriate  to utilize benthic suspension feeders
for these  bioassays,  since their feeding is potentially threatened  by
elevated  concentrations  of inorganic  particulate matter.   Standard
procedures  for  conducting suspended phase  bioassays can  be  found  in (EPA/COE
1977).

     Solid phase bioassays  are  perhaps the most important  since there  is  a
greater  potential impact on  benthic organisms than on pelagic organisms,
simply  because  these  organisms live and feed  in and on the deposited solid
phase for  extended periods.   The major evaluative efforts  should therefore
be placed  on the solid  phase.   Bioassays  using  the solid  phase  are
especially important  because they  provide  an  indication  of the speciation
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 (by determining  bioavai1ability) of the  chemical substances found in the
wastes.

     The solid phase  bioassays  should also  be  conducted with appropriate
sensitive  benthic organisms from  each of  the  proposed disposal  areas,
whenever possible.   It  is herein suggested that species  be  selected to
include  one filter-feeder, one  deposit feeder,  one burrowing form, and one
demersal  fish  from the  outer  continental  shelf and from the nearshore
region.   Representative  types might  include a  crustacean, an  infaunal
bivalve, and an  infaunal  polychaete  (EPA/COE  1977).  Standard procedures for
conducting  solid phase bioassays can be found in  (EPA/COE  1977).  A bioassay
technique for testing acute (10-day)  toxicity of settleable components of
ocean wastes is  described by Swartz et al.  (1979).  Using  this technique for
several  infaunal species, infaunal  amphipods were identified as a sensitive
species  appropriate for most analyses.

     These  bioassays measure the mortality of the organisms as a function of
exposure to the  wastes, although finding a statistically-significant impact
in the laboratory does not necessarily  imply that an  ecologically important
impact would occur in the field.  Once again, the environmentally protective
approach is to regard any  statistically significant  increase in mortality
compared to the  controls as potentially undesirable.

     Current regulations require the assessment  of significant mortalities
or significant adverse  sublethal  effects,  including bioaccumulation.  In
order to  adequately assess overall potential  toxic  impacts of  reject
material,  it may  be necessary in  the  future to conduct more extensive
chronic  and/or  sublethal  bioassays prior to  ocean disposal of  reject
material.   Such  studies,  with specific  objectives associated with chronic
exposures, may  also be  required as a  result  of future changes  in the
applicable  ocean disposal  regulations.

     Chronic studies of reject exposures are probably most appropriate for
infaunal or  epifaunal  invertebrates or  for demersal fishes  since these
organism groups  could  be  expected to have  sustained contact with settled
reject material   in a disposal area.

     One of the  primary concerns with regard to  chronic  effects is related
to the appropriateness of settled  reject material  as a  substrate for benthic
invertebrates.   Deposition of substantial  layers  of reject material  over the
normal  substrate  could conceivably  have significant  effects on  normal
benthic community structure and  function.  Infaunal  invertebrates are
particularly susceptible to substrate modifications,  and most species have
well-defined habitat requirements  associated with sediment grain size and
organic  material  content.   Thus,  longer  term, life  cycle bioassays may be
appropriate to evaluate the suitability of deposited  reject material  as
habitat  for infaunal  species, with  emphasis on  food availability and larval
settlement  characteristics.

     It  may also be  appropriate to  evaluate sublethal  effects  of
bioaccumulation  such as  reproductive  impairment  or  reduced growth  or
production.   Such studies  would  require the  exposure  of  test organisms for
one or more generations in a chronic exposure regime.


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     Prolonged contact  with contaminated sediments has been shown  to cause
abnormalities  in demersal fishes,  primarily associated with liver/gill
disease and fin erosion.   Such effects would not be  detected during
short-term  (e.g.,  96 or 240 hour) exposures.   Consequently,  longer term
exposures  (e.g., 5 to  10 weeks)  may be necessary  to  evaluate potential
impacts of solid phase  (i.e., deposited)  reject material  on demersal  fishes.

     Most of the available procedures for assessing the toxicity of wastes
to be disposed into the marine  environment involve acute, lethal bioassays
using exposure times of 96 or  240 h.   Although these tests may  be  valuable
for determining the relative toxicity  of a  waste, they provide little basis
for predicting the  biological  effects of waste disposal  in the  ocean.  Two
of the primary limitations are  the use of short exposure times  and  the use
of organism death as the  response variable.  Short  exposure times may be
appropriate for situations where  the  predicted  in  situ exposures  are from
hours to days (e.g., exposure to plankton).   However, organisms  which could
potentially be exposed  to deposited  reject material for extended  periods
would  require longer  term  (e.g.,  life  cycle)  tests  for  assessment  of
possible effects.  As part of the  Ocean  Disposal Permit  Program, life cycle
toxicity tests have been described  by  the  U.S.  Environmental Protection
Agency  (1978)  for  three  species:  a mysid, Mysidopsis  bahia; the grass
shrimp,  Pa 1aemonetes  pugi o;  and  the sheepshead minnow,  Cyprinodon
variegatus.  Long-term toxicity and  reproductive tests  for infaunal
polychaete worms  are described by Reish (1980).

     Although mortality is usually used as an end point  in toxicity  studies
because it is easily observable and quantifiable, natural  marine  populations
may respond considerably to  pollutant stress without experiencing lethal
effects.  Sublethal responses such  as  changes  in  behavior, reproductive
rate, or physiological  rates (e.g., respiration) may cause long-term changes
in population levels at  pollutant  concentrations below lethal  levels.  Such
responses should  be evaluated  as  part of a toxicity assessment of reject
material.

     One of the most serious limitations of laboratory  toxicity studies  is
the difficulties  associated with using measured laboratory responses  (lethal
or sublethal) in  predicting population  or community-level  responses.   In
most procedures,  statistically or  graphically determined  response estimates
(e.g., 96-h LC5Q) are usually multiplied by  an application  factor for  the
determination of  a  "safe concentration."   Factors used in  these calculations
may be  highly arbitrary and  could be  expected  to  display considerable
variation according to  species and type of waste.  Moreover,  such results  do
not provide an  indication of the areal  effects of a given  mortality rate  (or
other response)  in  the marine environment.

     One of the major concerns related to ocean disposal  of  reject material
is the effect  of settleable  components on  benthic communities.
Community-level  responses are especially  difficult to  predict based  on
single-species  bioassays.  One experimental  design  for  assessing pollutant
effects on  plankton-derived benthic  communities is described  by Hansen
(1974) and Sheridan  and  Badger (1981).  This approach  may  be  valuable in  the
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study of reject  effects because  it could enable  a  long-term assessment of
both the acute community response  and subsequent recolonization of sediments
enriched with  reject material.

     An additional assessment technique valuable  in predicting  overall
community  responses  is the use  of large enclosed  ecosystems in  field
exposures.   Such enclosures can  be sustained over  relatively long periods
and contain naturally occurring organisms at  several  trophic levels.   They
also provide the additional  advantage of enabling the  study of the natural
flux rates  of  pollutants among  organisms, water,  and  sediment.  The use of
large enclosed  ecosystems  in  marine pollution  research is evaluated by
Davies and  Gamble  (1979).

Assessment  of  the  Bioaccumulation  of any Potentially-Toxic Components

     One of the  primary environmental  concerns with  regard to the marine
disposal of manganese  nodule  processing wastes  is  the bioaccumulation of
trace  metals  or other potentially  toxic substances  in  the wastes.   In
certain situations, bioaccumulation may occur  within  a food web to such an
extent that it may be harmful to the ultimate consumer,  which, especially in
the case of neritic environments,  is  often man.   This may occur without
apparent harm to  the intermediate  organisms within that food web.
Bioaccumulation  can only  be expected to occur where  there is a long-term
exposure to the wastes, and  hence it may only  be  expected to be of concern
for benthic organisms  which will  remain  in  the presence of the wastes  for
sufficiently long periods  for bioaccumulation to occur.

     In the case of manganese nodule  processing wastes,  the biological
availability of  trace metals or other  potentially-toxic substances within
the wastes is  unknown, and represents  one of the critical  information
requirements that  will enable adequate assessment of potential  adverse
impacts. Thus, it may be  necessary to conduct laboratory studies  exposing
appropriate sensitive marine organisms  to pilot  plant  waste material.
Experimental  data from tests with  other metalliferous  waste materials
indicate that:

     1.  The bulk metal content  of the waste alone does not provide
         an adequate  indication  of the availability of the metal  to
         organisms.

     2.  The chemical form of the metal  and the physical/chemical
         composition of  associated materials  can affect the
         bioavailability  of the metal.

     3.  Bioavailability of metals  is  highly  dependent  upon the
         animal  species and upon  the individual metal.

     4.  Bioavailability  from  sediments  is much  less efficient than
         from aqueous solutions.

Because the magnitude  of  the biological  uptake of  trace  metals and  other
potentially toxic substances varies with  the species of animal, it is  not
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feasible  to conduct  laboratory  studies  which will  assess the overall
potential  for bioaccumulation  within neritic  food webs.  Nevertheless,  the
ultimate intent of such  studies is  to  assess whether or not the metals or
other substances are bioavaiTable, and  not  to determine the level of  uptake
within all  individual species.   Uptake may  either  be directly  from  the
particulate wastes or  from solution,  if the substance of interest leaches
out of the particulate wastes  over time.

     Benthic species to be  studied may  include  a filter-feeder, a deposit
feeder, a  burrowing form, and a  demersal fish  from  the outer continental
shelf and  from  the  nearshore  region.   Representative studies  of
bioaccumulation for deposit-feeding  bivalves include  Luoma and Jenne  (1977)
and Luoma  and Bryan (1978).   Standard procedures for conducting laboratory
assessments of bioaccumulation can be found  in EPA/COE (1977).

     The environmental interpretation of bioaccumulation data is even more
difficult  than for bioassays because in most  cases it is impossible to
quantify either the ecological consequences  of a  given tissue concentration
of a substance that is bioaccumulated, or even the consequences of that body
burden to  the animal whose tissues contain  it (EPA/COE 1977).  [In the case
of mercury, there is an FDA action level  (1.0 ppm), so there would be cause
for concern if the tissue  concentration  of  mercury in commercial  species of
fish or shellish exceeded this  level.]  The environmentally  protective
approach is to regard  any  statistically significant bioaccumulation relative
to  control animals  as  potentially undesirable.   Nevertheless, a
statistically significant  difference  in  the laboratory may not predict an
ecologically important impact in the  field, but only provides evidence of
biological availability of that substance and suggests consideration of that
fact in the decision making process of where  to dispose of these wastes.

     To be valuable from  a  predictive  standpoint,  bioaccumulation tests
should be  conducted in  conjunction with detailed analyses of   the
physical/chemical  exposure conditions.   Special  emphasis  should be  placed
upon solubility of metals  and  sediment/water  partitioning.

     It may also be of value to assess  the  potential  for food web transfer
of metals  contained in reject material.  This could be accomplished,  for
example, by exposing phytopl ankton  cultures  to reject suspensions followed
by introduction of herbivorous zoopl ankton.   Following  the exposure  period
zooplankton could be analyzed  for bioaccumulation of metals.

Establishment of Baseline  Environmental  Conditions

     If a  site is  selected for the disposal  of manganese nodule  processing
wastes, it will  be important to establish baseline environmental  conditions
for that area,  prior  to commencing disposal of those  wastes.   Accurate
baseline descriptions  will be necessary in order to compare and contrast
them with  conditions at the site at  some  future date after  wastes have been
disposed there.   If adequate environmental  information for  the site already
exists, it may suffice to describe the  baseline conditions  from  a thorough
literature review.  In many cases,  however,  information may  be inadequate  or
incomplete,  and therefore field surveys may be required to better describe
the biological  characteristics of the receiving environment.


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     Attention  should focus  on  the  benthos and  on  fishes of commercial or
recreational  importance.   For reasons described above, it is probably  not
reasonable to expect a detailed  field  survey of the benthic communities in
the deep sea, since it would  be  difficult to detect an impact there  of  the
waste disposal,  should one occur (Jumars  1981).   Technological advances may,
however, enable  future assessment of the  deep  sea benthos.  Field surveys of
benthic habitats are  currently  appropriate, however,  for the outer
continental  shelf and nearshore habitats.   Consideration should be  given to
definition  of  any  areas  of  special  biological significance (e.g.,
spawning/nursery areas, migration routes, coral  reefs,  kelp forests,  etc.),
since it may  be  necessary to avoid waste  disposal in such areas.

     Monitoring  programs should be designed to assess the potential impacts
of reject disposal  on  susceptible  marine  communities,  with emphasis on
sensitive organisms, habitats of  limited distribution, and commercially or
recreational ly  important species.   Other  biotic  groups which should be
considered for  inclusion  in  a monitoring program  include:  phytoplankton,
zooplankton,  demersal and pelagic fishes,  and  infaunal/epifauna!  benthos.

     It is important that biological  studies be conducted  in  conjunction
with physical/chemical  studies to  enable  quantification of  cause/effect
relationships.   Moreover, it  is  important that the fate of reject  material
be evaluated  as  part of the monitoring program to ensure that areas sampled
for biological assessments are actually exposed to the reject  material.

     Monitoring  suTveys conducted during  or after the period  of  disposal  of
m.anganese nodule wastes will  permit evaluation  of whether  or not this
practice  has adversely  impacted the environment  at  the disposal  site.
Optimal  survey  design will also  include pre-disposal surveys of the
designated disposal site and control  areas.

CHEMICAL ASSESSMENT

     Bioassay techniques are the most direct methods  available for assessing
the environmental impact  of  the  ocean  disposal of manganese nodule
processing wastes.  Chemical  analysis of the waste is needed to determine
the concentrations of waste constituents to which the bioassay organisms are
exposed.  Without  adequate chemical  analysis, bioassay results are of little
value and  subsequent  monitoring   of the waste   composition  cannot  be
interpreted.

     The primary  waste  constituents  of concern  for  regulatory  purposes are
those  known to be  in the waste and for which the EPA water quality  criteria
currently  exist.   These compounds include:

              Arsenic                          Mercury
              Cadmium                          Nickel
              Trivalent chromium              Selenium
              Hexavalent chromium             Silver
              Copper                          Thallium
              Lead                            Zinc
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It is recommended  that further  analysis be performed  to determine  if any
organic compounds  classified by EPA as  "priority pollutants" are  present in
the waste.   This  more complete  analysis of the waste is also needed to
evaluate which constituents may  be  responsible for  any adverse responses
noted in bioassay  tests, and to determine which compounds should  be  analyzed
in the bioaccumulation tests.

Other elements and compounds not  currently listed as  priority  pollutants
should  also be evaluated  because of  their  potential  toxicity,  their
potential  to control  chemical  speciation,  or  their nutrient  properties.
These constituents are listed below:

     Potentially toxic constituents

          barium,  vanadium, beryllium,  and molybdenum

     Constituents  which control chemical  speciation (e.g., of dissolved
     forms of potentially toxic constituents)

          iron and manganese

     Nutrient compounds

          nitrogen (ammonia, nitrite,  nitrate) and silicon.

     Future chemical  analyses  to characterize manganese nodule  processing
wastes  and rejects  must  carefully  evaluate the  partitioning of the
constituents between  the dissolved and parti cul ate phases.  Concentrations
of potentially toxic  constituents  in the  dissolved state are expected to be
very low.  This is also  true of  ambient  trace  constituents dissolved in
seawater.  These  low  concentrations are generally below the detection  limits
of  standard  analytical  techniques  (cf.  Bruland  1980)  so  that
state-of-the-art  analytical techniques  will  be required.  Sample  extraction
procedures such as those developed by  Bruland et al. (1979) will  probably be
necessary.

PHYSICAL ASSESSMENT

     The research  objectives concerning the  fate of materials result in part
from ocean dumping regulations and in  part  from  the  inadequacies of the
present computer models.  The  recommendations are restricted to  objectives
which can be accomplished using existing experimental  knowledge and  physical
theories.  Others, which involve  fundamental advances in the understanding
of the relevant physical phenomena, are briefly mentioned but are  beyond the
scope of this report.

     The present  regulations concentrate on  "initial  mixing", which is
defined  as the diffusion  of  material  that  occurs  within  4 hours  after
discharge.  The model  of Brandsma and Divoky (1976),  its modification by
Bowers and Goldenblatt (1978), and the model  by Brandsma et al.  (1980), as
well  as others, are all of  potential   use  for the  determination  of initial
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mixing.  The instantaneous dump models  suffer several  inadequacies.  The
first is in  the  formulation of fluid  entrainment into the  cloud.  Neither of
the  treatments  contained  in  Brandsma and  Divoky (1976) and  Bowers  and
Goldenblatt  (1978)  are completely  consistent with experimental  results
(cf. Krisnappan  1975; Bowers and Goldenblatt  1978).  If, as  is apparent from
these results, the entrainment eventually stops  (or decreases  radically).
then the determinations of initial  dilution and equilibrium level may be
tremendously in  error.  Errors in  entrainment estimation  could  lead to
serious underestimations of pollutant concentrations and the trapping depth.
Another difficulty  occurs  in the  determination  of  the  fall
velocity-probability distribution  of  the dumped solids.  Morgan (1981) found
that coagulation  of  fine particles  was  concentration dependent.   Hunt (1980)
also found coagulation to be an important  factor controlling sedimentation
rates.   Inclusion of the effects of coagulation into a  dumping model showed
that a  significant alteration of the  particle size distribution  occurred in
the initial  stages of  the  dump, and that  omission of this  alteration  was
likely  to produce a  significantly  low estimate of particle settling rates.

     Continuous  discharge models are  initially very  dependent on  the
conditions describing entry of a sediment-laden jet into the water and  the
ambient  ocean  currents (such as  the  wake  in the  lee of an offshore
platform).  Brandsma et al. (1980)  consider some of these  in detail.   A more
fundamental  problem  is the  effect  on fluid  entrainment of  particles in  the
jet.  Ditmars and McCarthy  (1975)  indicate  that entrainment  is  retarded by
the presence of  such particles.  Hence, initial dilution and trapping levels
may be  overestimated.

     In both the  instantaneous and  continuous  discharge models mentioned
above,  advection and passive  diffusion  are  computed  numerically in some
fashion.   The behavior of bottom surges  is  rough.  However, the ability to
quantitatively predict the  dynamics of  such surges is not readily available
in the  literature.

     The three numerical models discussed  above are all  complex and, with
proper  "adjustments", able  to make  predictions  in  complex  environments.
However,  the monetary costs  of  producing  results  for a single set  of
conditions for a  short time is  relatively high and the  results are presented
in forms not readily useful  for compliance with the proposed regulations.   A
useful   product, not currently available,  would  be  a  semi-analytical  -
semi-numerical  model which  would  predict initial  dilution  and pollutant
concentration contours as a function of  time and space.   The oceanographic
conditions could be  simplified; for example, the current  speed,  u, could  be
assumed to be a  function of depth only, or  perhaps a  function of depth  and
time [expressed  by  a  mathematical  equation, for instance  u(t,z)  = a(z)
cos(t)].   The model  would execute  at a low cost  (dollars, or fractions  of
dollars)  and could incorporate  advances in the state of the art,  such as  the
work of Morgan   (1981),  as  they become  publicly available.  With  such  a
model,  a wide range of conditions  could  be investigated which would  be
useful  in understanding strategies for disposal.  Predictions made  for
direct  comparison with field  data should probably  be made  with the more
complex models previously mentioned or  their subsequent modification.
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     The long term fate  of suspended  particles requires other  approaches.
Numerical models of the  Brandsma-Divoky type are prohibitively expensive to
run for long periods of  time  and  would require extensive computer memory if
used in their present form.   Analytic  formulations, using idealized currents
for example, offer  approaches which  would simulate the expected  fate of
particles over long periods  of time  at  low (computer)  cost.   Lavelle and
Oztergut (1980) present  predictions for a single layer.   Multiple layers are
necessary for many situations,  however.   Also important are  the effects of
zooplankton.  As indicated earlier, these animals ingest very  fine particles
and excrete fecal  pellets of  larger  diameter.   Thus, inclusion of these
effects in  a model  may remove the very  fine particles in the  upper layers of
the water column  much-more efficiently than  physical means.  A multiple
layer analytic model  can  be written which  incorporates transport, vertical
(and horizontal) diffusion, and biological transformation of  particles with
methods available at the  present  time.  Since the analytic expressions would
most likely be in the form of infinite series, these could  be evaluated by
computer methods at relatively  low cost.
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                                 GLOSSARY
acute toxicity - Causing death or severe  damage  to  an organism by poisoning
      during a brief  exposure  period, normally  96 hours or less, although
      there  is  no clear line of  demarcation between  acute and chronic
      toxicity.

amphipod - Laterally  compressed crustaceans,  most  of which are epibenthic or
      infaunal.

benthic - Pertaining  to the bottom of the  ocean  and  the organisms  living
      there.

bioaccumulation  - The accumulation  of a substance  in an organism's tissues
      resulting  from  exposure to the substance in the food,  surrounding
      water, or  sediments.

bioavailability  - The availability of  a substance  for incorporation into an
      organism's tissue.

biomagnification -  Increase  in the concentration of  a  substance as  a
      function of trophic level.

bioturbation - Mixing of bottom sediments  by  organisms.

chronic toxicity -  Causing death  or damage to  an organism by  poisoning
      during prolonged exposure,  which, depending on  the organism and  the
      test conditions and purposes, may range  from several  days to  weeks,
      months, or years.

contiguous zone  - The entire zone established or  to be established  by  the
      United States under Article  24 of the  Convention of the Territorial
      Sea and the Contiguous  Zone.   This  zone extends  from the seaward
      boundary of the territorial  seas  (3  miles out) to  a  distance of 12
      miles  seaward of the inland boundary  of the  territorial  sea (line of
      ordinary low water).

convective descent -  For an instantaneous dump cloud, this is  the portion of
      the fall of the  cloud from  discharge to the trapping level.

copepod - Small  crustaceans most  of which are free living and  planktonic.

cumacean - Small  infaunal  crustaceans with distinctive  enlarged head  and
      thorax.

deep ocean - That portion  of  the ocean lying  at depths greater than  the
      deepest  portion of the continental slope of the adjacent land masses.
                                   194

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demersal  -  Pertaining to organisms  living in close  association with the
      ocean  bottom.

discharge -  (NPDES) when used without qualification  means the "discharge of
      a pollutant," which means:

      (a)(l)  Any addition of any  "pollutant" or combination of pollutants to
      "waters of  the  United States"  from any "point source,"  or (2) Any
      addition  of any pollutant  or combination of  pollutants to the waters
      of the  "contiguous zone"  or the  ocean from any  point source other than
      a vessel  or other  floating craft which  is being  used as a means of
      transportation.

      (b) This  definition includes additions of pollutants into waters of
      the United States from:   surface runoff  which  is collected  or
      channelled by  man; discharges  through  pipes,  sewers, or  other
      conveyances owned by a state, municipality,  or  other  person which do
      not lead  to a treatment works;  and  discharges through pipes, sewers,
      or other  conveyances leading into privately  owned treatment works.

      This  term does not include  an addition  of pollutants by any "indirect
      discharger."

disposal  -  The  discharge, deposit, injection,  dumping,  spilling, leaking,  or
      placing of any solid waste  or hazardous wastes into or on any land or
      water  so  that such solid waste  or hazardous  waste or  any constituent
      thereof  may enter the environment or  be emitted  into the air  or
      discharged into any waters, including ground waters.

dumping - "Dumping" is  defined  in the regulations as  any  disposition  of
      material provided that it does  not encompass several  exceptions
      including:  effluents  from  discharges covered  by the Clean Water Act,
      Rivers  and Harbor Act, or Atomic Energy  Act  of  1954, routine effluents
      from vessels; the construction  of  artificial  islands or intentional
      placement of  any device,  oyster  shells, fish wastes, or any  other
      material  for fisheries development.

dynamic collapse - Transformation of  the cloud when  it reaches the trapping
      level  until  the particles in the cloud behave  independently.

electrowinning  - Reductions  of metal from  a  solution by  means  of
      electrochemical  processes.  When  sufficient  voltage is applied,
      metallic  ions in solution are reduced and deposited at  the cathode.

epifauna -  Benthic  animals  living on  the sediment surface or  on  a
      hard-bottom substrate.

equilibrium  level  - Synonym  for trapping level.

euphotic zone  -  The  surface water   layer where available light allows
      photosynthesis to be greater than or equal to plant respiration.
                                  195

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hydrometallurgical  -  Pertaining  to hydrometall urgy, the treatment of ores,
      concentrates,  and  other metal-bearing materials by wet  processes,
      usually involving the solution  of some  component, and its  subsequent
      recovery from the solution.

infauna - Animals living  within  sediments on the ocean bottom.

inner shelf - That  portion of  the  continental shelf (or insular shelf in the
      case of Hawaii) extending  from shore approximately one half way to the
      shelf break.

level of neutral  buoyancy - Synonym for trapping level.

ligand - The anion  or molecule  which  forms a coordination compound with a
      metal ion in  solution.

lixiviant - A reagent to  extract a soluble constituent from a  solid mixture
      by washing or chemical leaching.

microgram per liter  (ug/1 ) -  The  concentration at  which  1 millionth of a
      gram (10~°g)  is contained  in a volume of 1 liter.  Also  known as part
      per billion (ppb).

mid shelf - At a location approximately mid-way  between the  shore and the
      shelf break.

milligram per kilogram (ug/kg) - The  concentration at which 1  thousandth of
      a gram (1 milligram) is  contained in a mass of 1 kilogram.   Also known
      as part per million (ppm).

milligram per liter (ug/1) - The concentration at which 1 milligram (10~3g)
      is contained  in a volume of  1  liter.  Also  known as  part  per million
      (ppm).

nearshore  -  That portion of  the  ocean extending from  the shoreline out
      across  the adjacent  shelf,  including both  intertidal  and subtidal
      benthic habitats and the  overlying  water column, to a distance of
      several  kilometers  from  shore.

neritic - That  region of  the ocean overlying the continental  shelf.

ocean - Any portion of the high  seas beyond the contiguous zone.

open ocean  -  That portion of the ocean at  greater distance from  shore than
      the base  of the continental  slope of all  adjacent land masses.

opportunistic  - Short-lived, fast  growing,  and rapidly reproducing species;
      often the first to  colonize  disturbed habitats and enriched  areas.

outer shelf -  That  portion of  the  continental shelf (or insular shelf in the
      case  of  Hawaii)  extending  from the  shelf break approximately one half
      way to  shore.
                                   196

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passive  diffusion - Transport of particles  by oceanic currents  only (i.e.,
      no internal dynamic forces in  the cloud influence the motion of the
      particles  in the cloud).

pelagic  - Pertaining to the open  water zone and organisms living  there.

polychaete -  Segmented worms with  fleshy appendages  and bristles.  One of
      the most abundant groups  of marine infauna.

pregnant  liquor - A  value-bearing solution  in a  hydrometal 1 urgical
      operation.

production -  Net production refers  to  the  synthesis of organic matter by
      plants (primary  production)  or the  growth increment  of  animals
      (secondary production)  over  some time  period.   Gross production is
      represented by the total  energy and nutrients assimilated, i.e., net
      production plus metabolic losses.

raffinate -  The solvent-lean, residual  feed solution,  with  one or more
      constituents having been  removed by extraction or ion exchange.

regulation -  The ability of an  organism  to control  tissue concentrations of
      a  substance by the processes  of absorption,  metabolism, and excretion.
      If a substance  is not regulated,  tissue  concentrations  will  be
      directly dependent upon the  concentrations  in  external media (i.e.,
      water or sediments).

rejects  - That portion of manganese nodule processing  wastes which consists
      of leached manganese nodule particles.

sessile  - Organisms that  are  stationary or permanently attached  to  a
      substratum; opposite of freely  moving or motile.

speciation  (chemical)  - The  actual form in which a molecule or  ion  is
      present in solution.  For example,  iodine  in  aqueous  solution may
      conceivably exist as one  or more of the species Io,  I", I3", HIO,  10",
      lO^", or as an ion  pair  or complex, or in  the  form of organic  iodo
      compounds.

territorial seas - The belt of the seas measured from the line of ordinary
      low water along that portion  of the coast  which is in direct contact
      with the open sea  and  the  line marking the  seaward limit of inland
      waters, and extending seaward a distance of  3 miles.

trapping level - Depth at which the density of the descending plume or cloud
      equals  the density of the ambient  seawater.   If  the plume or cloud is
      always  heavier  than the ambient  seawater,  then  the plume or cloud
      impacts the bottom, in which  case  the trapping  level is set equal  to
      the  water depth.
                                  197

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TABLE OF CHEMICAL SYMBOLS USED IN THIS REPORT






      Element                     Symbol
Aluminum
Antimony
Arsenic
Barium
Beryllium
Bismuth
Boron
Cadmium
Calcium
Cesium
Chromium
Cobalt
Copper
Iron
Lanthanum
Lead
Magnesium
Manganese
Mercury
Molybdenum
Nickel
Selenium
Silicon
Strontium
Silver
Thall ium
Titanium
Vanadium
Zinc
Al
Sb
As
Ba
Be
Bi
B
Cd
Ca
Cs
Cr
Co
Cu
Fe
La
Pb
Mg
Mn
Hg
Mo
Ni
Se
Si
Sr
Ag
Tl
Ti
V
Zn
                     198

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                                APPENDIX A

                    SUMMARY  OF LONDON DUMPING CONVENTION


     The overall  objective  of the London  Dumping Convention is to prevent
marine pollution  caused  by ocean dumping.  The Convention  requires signatory
states to prohibit the dumping  of any wastes  or other matter in whatever
form or condition except as otherwise  specified.   However, the Convention
does not intend to bar any dumping but  that of pollutants listed in Annexes
I and II, shown in Tables 36 and 37.

     Annex  I  (Table 36) of  the  Convention contains  those wastes  whose
dumping would be  prohibited  under  normal  conditions.  These wastes include:
organohalogen compounds, mercury and  mercury compounds, cadmium and cadmium
compounds, persistent  synthetics, oil,  high-level  radioactive waste and
chemical and biological  warfare products.   However,  these substances may be
disposed of in the ocean if  they are  rapidly degradable and do not endanger
health or make edible  organisms  unpalatable.   Annex  II (Table 37) contains
materials which  includes  heavy  metals,  lead, copper, zinc, cyanides,
fluorides, waste  containers, and medium- and low-level radioactive wastes.

     The rules for the  control  system  established" by the  Convention are
contained in Article  IV(1).  Under this provision  it  states:

      "In accordance with the provisions of the Convention Contracting
      Parties shall  prohibit the dumping of any wastes or  other matter
      in whatever  form  or  condition  except as otherwise  specified
      below:

      a.  the dumping  of wastes or other matter  listed in Annex I is
          prohibited,
      b.  the dumping  of wastes or  other matter listed  in Annex II
          requires a prior special  permit,
      c.  the dumping  of all other wastes or matter  requires a prior
          general  permit" (Timagenis 1980).

The major element of the  control system is the concept  of special  and
general  permits.   A special permit  is required  for the  dumping of matter
listed in Annex II, is required for every single case of dumping, is granted
only upon an application and is  subject  to the criteria of Annexes II and
III (Tables  37 and  38).  A general  permit is required for the dumping of all
other matter and  may relate to a  series of  dumping operations, can be issued
without  an application (through general  regulations) and is subject to the
requirements of Annex  III only.

     The responsibility  and authority for issuing  permits is left to the
discretion of  States  or Parties,  except where  permits  are issued by an
                                   231

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                TABLE 36.  LONDON DUMPING CONVENTION ANNEX I
 1.  Organohalogen compounds.

 2.  Mercury and mercury compounds.

 3.  Cadmium and cadmium compounds.

 4.  Persistent plastics and other persistent synthetic materials, for example,
    netting and ropes, which may float or may remain in suspension  in the  sea
    in  such a manner as to interfere materially with fishing, navigation or
    other  legitimate uses of the sea.

 5.  Crude  oil, fuel oil, heavy diesel oil, and lubricating oils, hydraulic
    fluids, and any mixtures containing any of these, taken on  board for
    the purpose of dumping.

 6.  High-level radio-active wastes or other high-level radio-active matter,
    defined on public  health, biological or other grounds, by the competent
    international body in this field, at present the International  Atomic
    Energy Agency, as  unsuitable for dumping at sea.

 7.  Materials  in whatever form (e.g. solids, liquids, semi-liquids, gases
    or  in  a living state) produced for biological and chemical  warfare.

 8.  The preceding paragraphs of this Annex do not apply to substances which
    are rapidly rendered harmless by physical, chemical or biological processes
    in  the sea provided they do not:

     (i) make  edible marine organisms unpalatable, or
     (ii) endanger human health or that of domestic animals.
    The consultative procedures provided for under Article XIV  should be
    followed  by a Party if there  is  doubt about the  harmlessness of the
    substance.

 9.  This Annex does not apply to wastes or other materials  (e.g. sewage
    sludges and dredged spoils) containing the matters referred to  in para-
    graphs 1-5 above as trace contaminants.  Such wastes  shall  be subject
    to  the provisions  of Annexes  II  and III as appropriate.

10.  Paragraphs 1 and 5 of this Annex do not apply to the  disposal of wastes
    or  other  matter referred to in these paragraphs  by means  of incineration
    at  sea.   Incineration of such wastes or other matter  at  sea requires  a
    prior  special permit.   In the issue of special permits  for  incineration
    the Contracting Parties shall apply the Regulations for  the Control  of
    Incineration of Wastes  and Other Matter at Sea set forth  in the Addendum
    to  this Annex (which shall constitute an integral part  of this  Annex)
    and take  full account of the  Technical Guidelines on  the  Control  of
    Incineration of Wastes  and Other Matter at Sea adopted  by the Con-
    tracting  Parties in consultation.
                                     232

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                 TABLE 37. LONDON DUMPING CONVENTION ANNEX II
The following substances and materials requiring special care are listed for
the purposes of Article VI(l)(a).
A.
C.


D.
 E.
Wastes containing significant amounts of the matters listed below:


           and their compounds
    arsenic
    lead
    copper
    zinc
    organosilicon compounds
    cyanides
    fluorides
    pesticides and their by-products not covered in Annex I.

    In the issue of permits for the dumping of large quantities of acids and
    alkalis, consideration shall be given to the possible presence in such
    wastes of the substances listed in paragraph A and to the following
    additional substances:
    beryllium
    chromium
    nickel
    vanadium
           and their compounds
Containers, scrap metal and other bulky wastes liable to sink to the
sea bottom which may present a serious obstac-le to fishing or navigation.

Radio-active wastes or other radio-active matter not included in Annex I.
In the issue of permits for the dumping of this matter, the Contracting
Parties should take full account of the recommendations of the competent
international body in this field, at present the International Atomic
Energy Agency.

In the issue of special permits for the incineration of substances and
materials listed in this Annex, the Contracting Parties shall apply the
Regulations for the Control of Incineration of Wastes and Other Matter
at Sea set forth in the Addendum to Annex I and take full account of
the Technical Guidelines on the Control of Incineration of Wastes and
Other Matter at Sea adopted by Contracting Parties in consultation, to
the extent specified in these Regulations and Guidelines.
                                       233

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               TABLE 38.  LONDON  DUMPING  CONVENTION  ANNEX  III
Provisions to be considered  in  establishing  criteria  governing  the  issue of
permits for the dumping  of matter  at  sea,  taking  into account Article IV(2),
include:

A.  Characteristics  and  composition of  the matter
    1.  Total amount and average composition of matter dumped (e.g.  per year).
    2.  Form, e.g.  solid, sludge,  liquid,  or gaseous.
    3.  Properties:   physical  (e.g. solubility and  density),  chemical and
        biochemical  (e.g. oxygen demand, nutrients) and biological  (e.g. pres-
        ence of viruses, bacteria, yeasts, parasites).
    4.  Toxicity.
    5.  Persistence:  physical, chemical and biological.
    6.  Accumulation and biotransformation in biological  materials  or sediments.
    7.  Susceptibility to physical, chemical and  biochemical  changes and inter-
        action in the aquatic  environment  with other  dissolved  organic and
        inorganic materials.
    8.  Probability of production  of  taints  or other  changes  reducing market-
        ability of resources  (fish, shellfish, etc.).

B.  Characteristics of dumping  site and method of deposit
    1.  Location (e.g. coordinates of the  dumping area, depth and distance
        from the coast), location  in  relation to  other areas  (e.g.  amenity
        areas, spawning, nursery and  fishing areas  and exploitable  resources).
    2.  Rate of disposal per specific period (e.g.  quantity per day, per
        week, per month).
    3.  Methods of packaging and containment, if  any.
    4.  Initial dilution achieved  by  proposed method  of release.
    5.  Dispersal characteristics  (e.g. effects of currents,  tides  and wind
        on horizontal transport and vertical mixing).
    6.  Water characteristics  (e.g. temperature,  pH,  salinity,  stratification,
        oxygen indices of pollution—dissolved oxygen (DO), chemical oxygen
        demand (COD), biochemical  oxygen  demand  (BOD)--nitrogen present in
        organic and mineral  form including ammonia,  suspended matter, other
        nutrients and productivity).
    7.  Bottom characteristics (e.g.  topography,  geochemical  and geological
        characteristics and  biological  productivity).
    8.  Existence and effects  of other dumpings which have been made in the
        dumping area (e.g.  heavy metal  background reading and organic carbon
        content).
    9.  In issuing a permit  for dumping,  contracting  Parties should consider
        whether an adequate  scientific basis exists for assessing the conse-
        quences of such dumping,  as  outlined in  this  Annex, taking into account
        seasonal variations.

C.  General considerations and conditions

    1.  Possible effects on  amenities  (e.g.  presence  of floating or  stranded
        material, turbidity, objectionable odour, discolouration and foaming).
                                       234

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TABLE 38.  (Continued)
        Possible effects on marine life,  fish and shellfish  culture,  fish
        stocks and fisheries,  seaweed harvesting  and culture.
        Possible effects on other uses of the sea (e.g.  impairment  of water
        quality for industrial  use,  underwater corrosion of  structures,
        interference with ship  operations from floating  materials,  interfer-
        ence with fishing or navigation through deposit  of waste  or solid
        objects on the sea floor with protection  of areas of special  impor-
        tance for scientific or conservation purposes).
        The practical availability of alternative land-based methods  of
        treatment, disposal or  elimination,  or of treatment  to  render the
        matter less harmful for dumping at sea.
                                      235

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international  authority under Article VI(1)  of the  Convention.  The
Convention contains certain  criteria by which the  granting of permits  is
guided  and these criteria are  legally binding for  the  States or Parties,
although in  practice they cannot  strictly limit their discretion.  Any
permit  is to be issued only after  careful consideration of all factors set
forth in Annex  III.   However, additional  criteria  may  be  established  in
national legislation.

     The obligation to comply with the criteria and procedures is repeatedly
stressed throughout the  Convention in  order  to impress upon the appropriate
authority the importance of doing  so.  The Environmental Protection  Agency
is the United  States  authority for  implementing  the  international
requirements  for control of  ocean  dumping, and its  statute, the  Marine
Protection, Research, and  Sanctuaries  Act,  was  amended in 1974 to  bring the
Act into conformance with the Convention  (PL No. 93-254,  88 Stat.  50, 1974,
33 USC  1401, 1402,  1411,  1412).
                                 236

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                                APPENDIX B

              TECHNICAL BASIS  FOR METHODS TO PREDICT THE  FATE
                    OF OCEAN DISPOSED PROCESSING REJECTS
 INTRODUCTION
     Some methods useful  in determining the fate of discharged material into
the marine environment  are discussed to explain the methodology presented in
Chapter 3 and used in  Chapter 6.   Limitations on  the  understanding of the
physical processes are  also described.   In some instances these limitations
are  serious,  and may  invalidate the  results  produced  by the  above
methodologies, as well  as those  produced by the more complex  numerical
models.

OCEAN DUMPING

     Disposal of waste  material into the ocean using barges results in dumps
of relatively short duration  ranging  from a  few seconds for a split hull
barge to several  minutes  for  a  hopper  barge.   The discussions which follow
consider only instantaneous dumps in water deep enough for the dump material
to be considered  as a  hemispherical  cloud.   Dumps in  relatively shallow
water where the duration  of release is comparable to the time required for
the cloud to impact the bottom  are  described  elsewhere  (see Barnard 1978).
If the water depth is  not sufficiently  great, the  plume of waste material
impacts the  bottom before equilibrium of the  plume  and the  surrounding
seawater is reached and surges along the bottom.

     The physical  processes which govern the behavior of  the dumped material
in deep water are divided  into 3 phases:  the  convective  descent,  the
dynamic collapse,  and the passive diffusion.   The division of the processes
into these three  phases  is  found in the  modeling  efforts of Koh and Chang
(1973) and Brandsma and  Divoky (1976).   The  plume can  be represented as  a
hemispherical cloud.  During  the convective  descent, the cloud falls at  a
rate determined primarily by  its total  mass  and  size and entrains ambient
water.  The sizes  of the  particles which  compose  the solid portion of the
cloud are of secondary  importance during this  phase, although recent work on
flocculation  (Hunt 1980)  suggests  that  the  internal particle  size
distribution may  change during the descent.  The  downward force on the cloud
is its negative buoyancy, which decreases as it entrains  ambient water.  The
resisting forces  are primarily due to  drag.  The dynamic collapse phase
occurs when the cloud  has entrained  sufficent water  so  that its density
equals that of the surrounding water.  Due to  its downward  momentum, the
cloud continues to fall past  the level  of  neutral  buoyancy entraining water
which results in  the cloud  becoming  positively buoyant.  The successive
buoyancy changes  produce a rise and  fall  oscillation about the position of
neutral  buoyancy.   These oscillations  cause the  cloud to flatten and behave
                                   237

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more and more as  individual  particles.  The  passive diffusion  phase  begins
at this point.   The  particles  are  advected by  local  currents and  dispersed
laterally by horizontal  diffusion.   The particles settle  at a rate
determined by their  fall  velocity and  any  vertical  currents.  If the
particle size is  small  enough, vertical  diffusion will  alter  the  particles'
rate of descent.   These motions  continue  until the particle  settles  on the
sea floor.

     The convective  descent  phase  is analyzed  in the aforementioned  models
by a system of nonlinear  first order differential equations.  The  basis for
this formulation  comes, in part, from the papers of Morton  et  al.  (1956) and
Turner (1960).   One  of the results of the former paper is the  formula
                              max
where:
     dm   = maximum  distance of fall
        A = dimensionless constant = 2.66
       Vs = volume of cloud

       9' =

        g = acceleration due to gravity
       AP = density  of  cloud minus density of seawater
        P = density  of  seawater
        £ = -1/p  dp/dz, normalized density gradient
        z = vertical coordinate (positive upward).

A dimensional  analysis  derivation of  this equation is also contained in
Fischer et al.  (1979).

     For purposes of illustration, the  cloud is assumed  to  be  hemispherical
and composed initially  of 1/5 manganese nodule processing  rejects having a
density equal  to  3.19 g/cm3 and 4/5 freshwater with  a density  equal to 1.00
g/cnr.  This mixture is essentially that of the Cuprion process waste slurry
tested by McKibbin (1981).  With these assumptions dmax is dependent only on
V. and e.  Figure 25 shows the maximum fall  distance plotted  as a function
of DS (diameter  of  a  hemispherical  cloud  having  volume  Vs)  for various
values of e.

     Typically,  the density difference  between the ocean water  at the
surface and at  the pycnocline is  several  sigma-t  units (1 sigma-t unit =
0.001 g/cnr3).   For. relatively shallow water depth [e.g.,  60  m  (197 ft)], the
pycnocline might  be  at  a depth of 40 m  (131 ft) or less.  Thus, a 2 sigma-t
units density  difference  gives  a  value  of  e= 5 x  10~5/m (1.5xlO"5/ft).
Hence only if  the discharge volume of the cloud is less than approximately 6
mj (7.8 ydj) will the cloud reach its equilibrium depth.  In the deep ocean
                                   238

-------
Ill
o
150


140


130


120


110


100


 90
lao
£7°

S 60
3
5
x 50


S 40


  30


  20


   10


   0
                 € = 1 x 10~6/m
                             5 x 10~6/m
          1 x 1O~5/m
                                                           5x KT5/m
                              COMPUTATIONS  ASSUME CLOUD HAS

                              INITIAL DENSITY = 1.44 g/cm,
                              (SOLIDS DENSITY = 3.19 g/cm6
                              WITH VOIDS  RATIO 0.8)
               _L
                        _L
I
I
I
I
I
I
I
                3   4   5   6  7   8   9  10   11   12  13

                DIAMETER OF HEMISPHERICAL CLOUD (m )
                                                      14   15
               I	I
                        I
 I
                I
                        J
             5  10       50    100

              VOLUME OF HEMISPHERICAL CLOUD
                                                  500
                               1000
   Figure 25.  Maximum fall  distance for  various hemispherical
               cloud  diameters and normalized density gradients
                e when  the initial cloud  density = 1.44 g/cm
                                                           ,3
                               239

-------
the pycnocline may  be  at 150 m (492  ft)  depth.   In  this  case a  2  sigma-t
unit difference gives E a value equal  to  1  x 10~5/m (3.0xlO"°/ft).   Hence,
clouds having initial  volumes up to  230 m3 (301 yd-3)  reach equilibrium
depths less than the  depth of the pycnocline.   Since  existing disposal
barges have  capacities beyond  this range, there  is little chance that the
cloud will  reach equilibrium  for  the  more shallow depths, but could  reach
equilibrium  in deeper  water if the density  gradients  above and  below the
pycnocline  are sufficiently large.

     The mining waste slurry densities  from  other processes have  densities
up to 2.00  g/cm3.   Figure  26  shows the maximum fall  distances assuming an
initial  density equal to 2.00 g/cm3.   A comparison of these distances with
those previously shown in Figure 25 indicates a cloud of the higher  initial
density can  have  a mass of only  40 percent  the  mass of  the  cloud  of the
smaller  density  (1.44  g/cm3)  to  fall the  same  distance  under  the same
oceanographic conditions.  This conclusion  assumes that Morton's  theory is
valid for the heavier cloud.  However, some experimental  results  (Pequegnat
1978) indicate that the  heavier cloud, because of its lower initial water
content, may sink with no appreciable  entrainment.

     The initial dilution  achieved  by the cloud  when  it  reaches its
equilibrium  depth or has initially  impacted the  bottom is shown  in  Figure 27
as a function  of  depth  for several  dump volumes.  These  results  use the
dynamic descent equations of Brandsma  and Divoky (1976) assuming an  initial
cloud density of 1.4 g/cm3, and an unstratified ocean having density 1.025
g/cm3.  These curves indicate  that when the  cloud reaches moderately deep
water the  initial  dilution  becomes  large  as the depth  increases, and
consequently concentrations of material  contained in the cloud become  small.
These results  assume a  constant  entrainment coefficient.   However, some
experimental  results (Krishnappan  1975) indicate that  the  entrainment
coefficient  eventually becomes very small (even approaching 0).   If this is
true, then  the high initial dilutions  shown above may be overestimated.

     Quantitative estimates of the  behavior of the cloud during the dynamic
collapse phase  are  dependent  on  the  exact mathematical  formulation in a
particular  model.   The interested  reader  should consult  Koh  and Chang
(1973),  or  Brandsma and Divoky (1976)  for a description of their methods.

     The following comments on the  passive diffusion phase implicitly  assume
that only one particle size is being  dispersed.  This is permissible  since,
although an  actual  discharged cloud  has  particle sizes  of many  different
sizes (and  hence fall  velocities), particles behave  independently  at the
inception of this phase  (by definition).

     Mathematically, passive diffusion  of a material is usually  described by
the" convective diffusion  equations.  Solving these equations  in three
dimensions and time can, in theory, predict the evolution of the  cloud.  For
illustrative purposes, convection  and  diffusion are separated and  discussed
independently.

     A simple procedure to compute horizontal diffusion  of a patch of a
pollutant is to assume that it diffuses  radially relative  to its  center of
                                   240

-------
        •• 1 x 10~6/m
        5x10 6/m
1 x 10~5/m
5x10"5/m
                                     €= -1. dp.
                                          P dz
                           COMPUTATIONS ASSUME CLOUD HAS
                           INITIAL  DENSITY = 2.00 g/crn
                                           I
             3   4  5   6   7  8   9  10  11   12
             DIAMETER  OF HEMISPHERICAL CLOUD (m3)
                                     13  14   15
            I   I
                       J
                             I
                                   J_
                              J
5 10       50   100
  VOLUME OF HEMISPHERICAL CLOUD (
                                               500
                                              1000
Figure 26.  Maximum fall distance  for various hemispherical
            cloud diameters  and  normalized density gradients
            e when the initial cloud density =2.0 g/cm .
                           241

-------
              10,000
ro
-P>
ro
           O
           <
           Li.
           CC
           =)
           co
           CO
           a:
           ID
UJ
I
i-


O

UJ
m
           Q_
           UJ
           Q
    1,000^
                100H
                 1x10"
                   5x102 1x103
5x104 1x105
5x103 1x104


         INITIAL DILUTION
5x105
1x10u
5x106 1x107
                   Figure 27.   Initial dilutions  for instantaneous dumps as  a  function of  depth (based
                                on convective descent equations  of Brandsma and Koh 1976).

-------
mass while the center of mass  is  transported by  the horizontal  currents.
This procedure has  been  incorporated into several models.

     In Gaboury and Stolzenbach (1979) for  example, the patches are assumed
to be Gaussian (normally distributed) in  the horizontal plane.  In models
considering vertical  variations, the  patches  can usually be assumed to  have
uniform  thickness  if the  sediments  in the  patch  have  a  uniform  fall
velocity.  In  this  case
         c(x,y,z,t)  =
exp -
                                    (x-x(t))2   (y-y(t))
H(z,t)
where:

             c  =  sediment concentration  relative to the ambient
                 concentration
             a  =  constant
       °v »     =  x,y variances of the distribution
               =  *,y coordinates of center  of mass of patch
        H(z,t)  =  1  for z(t) _< z _< z2(t)
                 0  otherwise
               =  Zl(0) - wft
               =  zj(0) - wft
               =  sediment fall velocity.

The  variances  of  the distribution are  functions of  time,  and can be
expressed as

                                °x = V
                                °y = CTv

(see Chen et  al .  ,  1975).   Chen suggests  that  the constants  a  and av be
determined  by  computing the x and  y  variances of observed  horizontal
currents.  Since  measurements probably do  not exist at any particular site,
an approximation  must be used.  Gaboury  and Stolzenbach use Richardson's 4/3
law to compute:
where:
            Lo4/3
      a =  constant
     L0 =  initial diameter of the  cloud  at the trapping depth.

This formula for  the x  and y  variances is  used  here in  subsequent
calculations.
                                   243

-------
     In  deep  ocean dumping, vertical  diffusion  is often  of critical
 importance.  Horizontal  currents may  move materials laterally,  but  if the
 particles fall constantly, eventually they are  removed from  the water
 column.  The relationship of vertical  diffusion to  the vertical  fall of a
 negatively buoyant particle is important in the determination of vertical
 position of the particle at a given  time.  If the  vertical  diffusion is
 "large" in a region,  then  particles (in a statistical  sense) will  tend to be
 uniformly distributed in  the  region.   If the vertical diffusion is "small,"
 then a particle will  tend to fall at  a  rate close to its  fall velocity in
 quiescent seawater.  The  relative importance is  governed by  the  parameter

                                  K/wfH

 where:

      K = vertical  diffusivity
        = fall  velocity of a  particle
        = thickness of water  layer having vertical diffusivity K.

 Where K/w^H is  large  (i.e., much  greater than  1), diffusion dominates fall
 velocity; while when  K/WfH is small  (i.e., much  less than  1) the converse is
 true.

     The following computations illustrate what may be expected in  the
 present situation.   The  Cuprion process produces wastes  having  particle
 diameters between  1  urn  and 74 urn which have (dry)  density  equal to 3.19
 g/cm-3 (McKibbin 1981).  Assuming that the seawater has temperature  5° C (41°
 F) and salinity 34 ppt, Stokes law gives

                           wf = 7.14 x 10-5 D2

 where :
Wf =
 D =
        = fall  velocity  (m/sec)
          particle  diameter (micrometers).
The vertical  diffusivity K can be computed by


                     K = 4 x *°	   (Broeker  1981)
                            IT

where:

     K = vertical diffusivity (m3/sec)
     N = buoyancy frequency (I/sec)
       = (-g/P  dp/dz)!/2
     g = gravitational acceleration
     P = density of seawater
     z = vertical coordinate (positive  upward).

Table 39 shows the value of  K/Hwf for  various particle  velocities  and
                                   244

-------
   TABLE 39.  VALUES  OF  K/Hwf  FOR  VARIOUS  PARTICLE  FALL  VELOCITIES
                      AND  BUOYANCY  FREQUENCIES

0
(microns)
1
wf
(m/sec)
7.14xlO-7
N2
(I/sec)
1S-5
io-4
(m2/sec)
4xlQ-4
4x10-°
4x10'°
H = 40 m
140
14
1.4
0.14
K/Hwf
H = 150 m
37
3.7
0.37
0.04
10
74
7.14X10'5
3.91xlO-3
                         io
                           -4
10
10
10
10
-7
-6
-5
-4
            4x10
                                         -3
4x10
4x10

4x10
4x10
4x10
4x10
-5
-6

-3
-4
-5
-6
1.4
0.14
0.01
0.001

0.03
0.003
0.0003
0.00003
0.37
0.04
0.004
0.0004

0.007
0.0007
0.00007
0.000007
                                245

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buoyancy frequencies  of  interest.  Particles of diameter  10  urn or larger are
affected by vertical  dispersion only  by  the smallest  density gradients.
However, particles  having  diameter  1 urn  or so are  influenced by diffusive
processes unless the  density stratification is  fairly strong.  Since 50
percent of the material  has a grain size less than  6  urn for the Cuprion
processes (McKibbin 1981), roughly  this same  percentage would be uniformly
distributed in the  mixed layer if the material  were  injected into the layer
in a highly dilute  form  (for example, from a surface  jet).

     Several  qualifications  to the  above  must be made.   First, the upward
vertical current  velocities  have been  ignored.   Inclusion of these in the
deep ocean would  typically retard the  settling rates by  10~7 m/sec.  Even
for the 1 urn diameter  particle, this would  reduce  the downward fall velocity
by only 14 percent.  However, during a  period  of coastal  upwelling,  a
vertical  current  of  8  x  10"° m/sec would be sufficient to reverse  the
negative buoyancy of  particles having  diameter less  than  3.4 urn, and thus
particles of this size or  less would tend to rise  to  the  surface unless they
were mixed  by vertical  diffusion.   The  other consideration  is  that the
present papers on which the  K/wfH  discussion  is  based  (Schubel and Okubo
1972; Lavelle et  al.,  1981)  are  single  layer  models in  which the loss to a
lower layer is not  relevant  or is ignored.   This loss rate,  which is unknown
at the present time, may influence some  of the above  conclusions.

     The present  ocean dumping regulations are primarily concerned with the
fate of the waste  materials 4 hours after discharge.   Even  if the cloud
impacts the bottom, only sand size or larger particulates are likely to have
settled, and the  finer particulates will   be  transported  and diffused for
much longer times.    A procedure is developed to estimate the horizontal
area, dilution, and average material thickness  of  the waste material, if it
is assumed that it  settles completely  within  4 hours time.  The convective
descent equations of  Brandsma and Divoky (1976)  are used  to  predict dilution
and (hemispherical) cloud radius as a function   of water depth.  At each
depth, the cloud  is allowed to horizontally disperse  using  the binormal
distribution  with the  variance dependence  of Gaboury  and  Stol zenbach (1979).
Four hours after  the trapping level  is  reached,  the horizontal  "area" of the
cloud is computed and  is equal to Tra^2.   Inspection of the formula for  h
previously given  shows that the "area is  independent of  the ambient current
speed.  The dilution  is  computed as the  product  of the dilution achieved
during descent times the ratio of the "area"  after 4 hours time to the area
of the horizontal projection of the  cloud  at the  end of the descent phase.
The thickness is  computed  by dividing the  initial  volume of the dump by the
"area" and multiplying this by the  ratio  of the  relative initial  density
(with respect to  seawater) of the cloud  by  the relative density of the solid
material.   Here,  this  density  is  assumed  to  be 3.4  g/cm3.  Figure 28 shows
the "area" as a  function  of water depth  for seven initial  cloud volumes
ranging from  200  m3 to 5,000 m3 (262 yd3 to 6,540 yd3).   Although an initial
cloud density of  1.4  g/cm3  is used, the  areas are almost independent of
initial  cloud density  having reasonable  values.  Figure 29 shows the 4 hours
dilution as  a function of  water depth  for  the  seven initial cloud volumes.
These dilutions are also essentially independent  of initial cloud density.
Figures 30 and 31 show the material   "thickness" for  initial cloud densities
equal  to 2.0  g/cm3  and 1.4 g/cm3 respectively.
                                   246

-------
   100
    50
    10
CM
 cc
 <
    .5
    .05
    .01
   .005
       - V=5000m3

        V=4000m3
                       V= initial volume of dump
              •V=3000m3

             •V=2000m3

           •V=1OOOm3

          •V=500m3

        -V=200m3

I   I   I  I I I III      L  I   I I  I I I I I
      10
       5O    XX)          500   10OO


               WATER DEPTH  (M)
                                                        5000  1OOOO
   Figure  23.   Horizontal area  covered by  instantaneous dump
                cloud 4 hours  after dumping  as  a function of
                trapping level.
                                 247

-------
1000
 500 -
                                    V= initial volume of dump
                                      V=200m3
                                    V=5OOm3
                                   V = 1000m3
                                  V= 2000m3
                                 V=300Om3
                               V=40OOm3
                              V= SOOOm3
                 50   100
500   1000
5000 10000
                         WATER DEPTH (M)
  Figure 29.  Dilution  achieved by instantaneous dump cloud
              4  hours after dumping as  a  function of trapping
              level.
                                 248

-------
 1000
  500
  100
   50
   10
5
2   5

-------
 1000
 500 -
100
3E
5

v>
to
ui
XL
U
I
                                      V = 5000m3
                                        = 4000m3

                                         = 3000m3

                                          = 2000m3

                                           = 1000m3

                                            = 500m3

                                            V=200m3
                                       V = initial volume of dump
                 50
                     100
                                    500   100O
                                                    5000 10000
                          WATER DEPTH (M)
   Figure 31.  Thickness of  sediment layer if the  solids
               suspended in  the  dump cloud were to fall
               uniformly in  the  horizontal cloud area  after
               4 hours time  (initial cloud density =  1.4 gm/cm  )
                               250

-------
     Before using  these  results, several comments  are  in  order.  The density
stratifications observed in the oceans in the  regions of interest are
rarely, if ever,  sufficiently strong  to  trap a descending cloud at depths
less than 100 m (328  ft).   For depths  less than  this,  the  cloud impacts the
bottom and a density  surge  forms.   Since  this  surge  is  not considered, the
predictions of "area"  is probably low  while the  thickness  is probably high.
As  the  water depth  increases the  downward velocity  decreases  and the
strength of the density  surge decreases.  In waters  sufficiently deep and
stratified to trap the  cloud, two  problems arise.   The dynamic collapse
phase, in which the  cloud "flattens"  out, has been  neglected.  Also, as
mentioned previously,  there is evidence that the  entrainment rate eventually
decreases (Kn'shnappan 1975).  If this  were to  occur,  then the cloud radius
and dilution would  be  smaller at the larger depths.   These two effects tend
to offset each other,  but  a quantitative  estimate  of  the  combined effect is
not possible  at  this time.   The  passive  dispersion phase has  also been
extensively simplified.   The "thickness" is the  depth  to which the solids
would eventually  settle  if confined to the "area."   Since 4 hours = 1.4 x
10  sec, only particles  having diameter  greater  than  100  urn would settle 1
meter during this  time.  In view of  these difficulties,  the predictions are
not accurate enough to compare  with field  experiments, but should give a
qualitative  sense  for the effects  of oceanographic conditions  and dump
strategies.

     Predictions  using the  preceding figures requires  the  calculation of the
trapping level.   This  can  be accomplished in shallow  water using the linear
stratified results  presented  in  Figures  25 and  26, or in general  using the
convective descent  equations in Brandsma and Divoky (1976).  In the presence
of no ambient current  and no particle losses within the cloud these become:
2  7rag(P- P )  - 0.5  P  Cn
I           a        aD
                                                       /TTa2\|w|w
                                                       V~2/M
          d_ /2 » a   (pa(0)-P)\- E (pa.(0)-pa)


where:

         E  =  2ira2  a Iwl

         a  =  (hemispherical) cloud radius
         P  =  cloud diameter
         w  =  vertical  cloud velocity
         g  =  acceleration due to gravity
     a(z)  =  ambient density
         z  =  vertical  coordinate (+ downward)
                                   251

-------
        5;:  S.5
         a =  0.235 (no vorticity  assumed)

The trapping  depth predictions in  Chapter 6 are computed using a computer
program  which  integrates the above  equations using  a trapezoidal  rule
scheme.

     The  fate of materials  for times greater than  4 hours is also  of
interest.  Consider first the  case  in  shallow and  intermediate depth waters
where an instantaneous dump does  not reach  its  equilibrium level  before  it
impacts the sea bottom.  On impact  a  density surge  is  created which,  on a
horizontal bottom,  will spread  radially  about the  point  of impact.   The
initial thickness of the surge is difficult  to  estimate, but should easily
be  on  the  order  of  meters,  not  less.   If  the  sediment  fall
velocity-exceedence probability  distribution  of the Cuprion process
(McKibbin 1981) is representative  of  manganese nodule  processing rejects,
then roughly  half of the solids will settle to the  bottom  in a few days  time
or less.  If  the average horizontal  current speed were but 0.2 cm/sec, which
is far smaller than most oceanic  currents, then  particles would travel  only
a few kilometers at best.  But roughly one  half of  the solids have diameters
6 urn or less.  For the above current speed, these  particles would travel  10
km or more for every 1 m above the bottom.   Thus  the larger fraction would
settle out within a few knr but the smaller  diameter fraction would settle
out within tens, if not hundreds  of  km .

     The other possibility is  that  the wastefield  reaches neutral  buoyancy
somewhere in  the water column. For  an  instantaneous  dump this level  may  be
near the thermocline but is probably well   below it.  The equilibrium level
for a continuous discharge near the surface  is  likely to be well  above the
thermocline.  A 38 urn diameter particle takes  116 days  to fall  100 m  (328
ft).  In this time the  particle  travels  100  km if- the average horizontal
current equals 1 cm/sec.   Smaller particles would  travel  much  further.
Hence  the smaller  particles which compose  most of  the  waste travel
tremendous distances in deep water.   By  then,  however, horizontal  diffusion
would have scattered the particles  over  such large  areas that the  thickness
would be very small  (less than 0.001 mm = 10"5 m).

     These conclusions neglect  effects of  vertical  dispersion and
biotransformations of suspended solids.  Vertical dispersion retards the net
settling  rate of  fine  particles, especially  above  the  thermocline.
Zooplankton, however,  ingest  fine  suspended  particles and remove them  by
emitting  fecal pellets of much  larger  diameter and  hence higher  fall
velocity.   The net effect  of  these two mechanisms is  unknown.  Below the
thermocline, the zooplankton populations  decrease  exponentially with depth
and  the fecal pellet production  becomes negligible.  In deeper waters the
settling  time determinations are  probably small due  to  the neglect  of
vertical  dispersion.
                                  252

-------
PUMP DOWN

     The dilutions achieved  in  the convective descent  phase  depend on a
number of variables.   The total flow, the output pipe diameter, the vertical
angle of the  pipe  to the horizontal, the initial  density  of the jet as well
as the ambient  density stratification  are all  important  in determining the
trapping level  and  dilution of the jet.  Hence,  adequate predictions for the
range of possible  values  for  each of  the  above would require a moderately
large number  of figures,  which is  inconsistent with the  level of detail
contained elsewhere  in  this  document.  Thus  no  predictions  for  dynamic
descent phase appear here.

     Horizontal diffusion  of a  patch  of suspended  solids can  more
practically be  computed using the method of Brooks  (1960)  for a line source.
The horizontal  diffusion constant e0 is given by
                      =  a
                            4/3
                 =  cm^/sec
where:

      a = constant
        = 0.0015-0.049 cnr'-Ysec (Koh and Brooks  1975)
        = 0.01 cm^/sec commonly
     LQ = initial width of the wastefield

Brooks computes,  using a one dimensional  convective diffusion equation,  that
                           L_
    1  + 2 B x_
       3   Lo
                                             3/2
                 — = erf
                  o
                                                      1/2
1.5/HI+ |6M  -i
where:
          L  =  "width" of wastefield at distance  x downcurrent
         cQ  =  initial waste material  concentration
          c  =  centerline waste material  concentration at distance
          u  = average current speed
                                   253

-------
     erf(a)  = error  function =
                                        -2
                                            dz
The travel  time  t  can be calculated by

                                 t = x/u

Hence the ratios L/L  and C/CQ are functions of aL0~2/3t only.   These  ratios
are shown in  Figure 32.

     Quantitative  estimates of the area over which the solids may settle  can
be obtained by  integrating the L/LQ equation of Brooks (1960):
                                    5/3
            A(t)  = u
                                  20a
                                                         5/2
                                                              -  1
where:

      A = area
      L = "width"  of the wastefield at distance x downcurrent
     L0 = initial  source width
      u = average  current  speed
      a = constant
      t = travel time

     The area influenced by  a continuous  discharge  of an initial  width  at
the end of 4 hours time is shown in Figure 33 for various current speeds and
with  a= 0.01 cm2/3/sec.   As  can be seen from this figure, the area  impacted
is relatively small  unless the  initial width  (i.e.,  the jet width at the
trapping level) is  large  or the  ambient currents  are  large.   It must  be
observed that little,  if any,  of the silt or clay particles will  settle  to
the bottom during  4  hours  time.   The long term fate  of continuously
                             be  obtained.  Figures 34 and 35 show areas  as a
                             (1  dimensional) current speeds equal  to 0.001
m/sec  and 0.01 m/sec rsspectively.  In developing  these curves  a minimum
value  of  a (0.0015  cm2/3/sec), as  reported by  Koh and  Brooks (1975) for
depths up to 300  m  (1,000 ft), is  used and hence  the  areas computed are
minimal  with respect to a.  These  curves indicate that the area becomes  less
dependent on the initial source  width, LQ, as time increases.  Both  of these
figures  indicate that for  times  exceeding 20 or 30 days the areas are on the
order  of 100 or more km2.  In  developing these curves it is assumed  that the
material  begins to settle  immediately and that the thickness of the  settling
material  is uniform.  Actually,  thicknesses are larger than the average  for
small  settling times and smaller for large settling times.
discharged material  can also
function of time  for average
                                   254

-------
                        1000
                     X
                     o
                     o
                     o
ro
en
en
10-
                                             1.0
                                     10
100
1000
                                                     PARAMETER 8 x Lo  2/3t
                  Figure 32.  Width  to  initial  width (L/Lo) and centerline concentration to initial

                              centerline concentration (c/co) ratios.

-------
   too
   50 -
    10
CM
 Z  .5
 a.
   .05
    .01
   .005
                          • u=.1m/s
            I    III MM!
                                     I _L I I I 11
            1  I  I J I  I I I
                         10
SO   100
                                                        500   1000
                               WIDTH  (M)
    Figure 33.  Area influenced by a continuous discharge
                after 4  hours time.
                               256

-------
     10,000


      5,000 -






      1,000


       500
   LII
   tr
       100
        50
        10


         5
         10
50  100        500  1,000

       TIME (hours)
5,000 10,000
Figure  34.   Area as  a  function  of time for average current
             speed  =  0.001 m/sec for various  initial widths
             between  10 and 1,000 m.
                           257

-------
                 50  100        500 1,000

                       TIME (hours)
5,000 10,000
Figure 35.  Area as  a  function of time for  average current
            speed =  0.01  m/sec for various  initial widths
            between  10 and 1,000 m.
                         258

-------
     In the event that  the suspended particles  are in a  layer above the
bottom, the minimum  time to first  impact  the bottom must also be considered.
If a layer of thickness  T is composed  of particles  having fall velocity Wf
and the bottom of the  layer is at a height H above  the sea floor, then the
area over which particles will  settle  can be computed by

                             A (t  + dt) - A (t)

where:

       t»-ti-
           wf

     dt  =  i
           wf

Assuming an initial  width equal  to 100 m, Figures 36  and 37 show these areas
as a function of time  t  for average current speeds  of 0.001 m/sec and 0.01
m/sec respectively.   The times dt  shown range from 10  to 10  seconds.  From
Stokes  Law, the times  required for a  121 urn,  38 urn, 12 urn, 3.8 urn diameter
particle to fall  1 m are 104,  105, 10°, and 10' seconds.  An examination of
these figures shows  that the larger particles  may fall within small  areas,
but the fine particles having  diameter greater than  12 urn fall  within large
areas regardless  of  the  initial  height  above the seabed.  Since longitudinal
diffusion is ignored in  Brooks'  method, these areas are underestimated.
                                   259

-------
         10
50   100        500 1,000

       TIME(HRS)
5,000 10,000
10N: TIME (SECONDS)
   PARTICLES CONTINUOUSLY
   SETTLE ON THE SEA FLOOR
Figure  36.   Areas impacted by  sediment first encountering
             the seafloor at a  given time (horizontal  current
             speed is 0.001 m/sec).
                          260

-------
      10,000
      5,000 -
                    SO  100       500  1,000

                           TIME(HRS)
5,000 10,000
     10N: TIME (SECONDS)
        PARTICLES CONTINUOUSLY
        SETTLE ON SEA FLOOR
Figure 37.   Areas impacted  by  sediment first  encountering  the
             seafloor at a given time (horizontal  current
             speed is 0.01 m/sec).
                            261

-------
                                APPENDIX C

               CHARACTERISTICS OF WASTES SIMILAR  TO MANGANESE
                         NODULE PROCESSING REJECTS


     This appendix  presents  a  review of data  describing wastes similar to
manganese nodule  processing  rejects.  A summary of this information  has been
presented in Chapter  5.   A discussion  of observed environmental  effects
related to some of  these  operations is presented  in Chapter 7.

MINE WASTE DISCHARGES

     Marine  disposal  of mining  tailings and  processing wastes is not
uncommon in areas where ore  bodies  lie  near the  coast (Down and Mill  1978).
A list of these operations for which any information is available  is given
in Table C-l.  Although  marine disposal  is  not uncommon, results  of the
literature search performed  during  this  study  substantiate the statement of
Down  and Mill  (1978, p.  429)  that  "It  must  be regretted that although
numerous examples  of  marine disposal  exist,  the  literature is extremely
sparse, and a freer interchange of data  would undoubtedly be beneficial."
For this reason,  information in addition  to  that  given in Table 40  is not
immediately available  for some of the mining operations listed.

     Detailed information is available for the following  types of mining
operations:   copper  and copper-molybdenum, iron,  lead-zinc, nickel
processing, bauxite, and potash.   Each of these types of mining operations
will  be  reviewed  below  under  a  separate  heading.  Characteristics  of
tailings and processing  wastes vary greatly  between sites.   The data in
Table 41 illustrates that considerable between-site variation may  exist in
the grain size  composition of tailings,  even for  similar types  of ores.  The
proportion of residual metal in the tailings  may  also vary greatly  (Table
42).  Causes  of between-site variations include differences in the type of
ore, grade of  ore, chemical bonding  within the ore,  and the mining and
processing technique used at each site.

Copper Mines

     The Island Copper Mine  on  Rupert Inlet,  British Columbia (Figure 38)
began operation in  1971  (Evans et  al., 1972).  Copper  and molybdenum are
separated from  the  ore by flotation, producing about 30,000 tons per day of
tailings (Evans and Poling 1975).   The  Island Copper Mine effluent  is 40 to
50 percent solids by weight  (Goyette and Nelson 1977), with approximately 70
percent of the solids less than  74  urn in diameter  (Figure  39).   Before
discharge into  Rupert  Inlet, effluent is diluted with seawater drawn from a
depth of 15 m (49 ft).  The diluted  effluent is then discharged at a depth
of 50 m (164  ft) through  a  submarine  outfall  which  extends  180 m  (60 ft)
offshore (Evans and Poling 1975).
                                   262

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                TABLE 40.  EXAMPLES OF MARINE DISPOSAL SYSTEMS
Company & Location
Tailings Quantity
(dry tons/day) &
      Type
Disposal Method    Deposition Point
Utah Mines, Ltd.,
Island Copper
Mine, Vancouver Is.,
B.C.3

Anaconda, Bri-
tannia Mine,
Britannia Beach,
B.C.5

Cowichan Copper Co.,
Ltd., Sunro Mine,
Jordan River,
Vancouver  Is., B.C.a

Atlas Consolidated
Mining & Develop-
ment Corp., Cebu,
Philippines3

El  Salvador Copper
Mine, Chanaral,
ChileC
 Folldal Verk A/S,
 Repparfjord Mine,
 Norway3

 Ma On Shan Mine,
 Hong Kongd

 Kennedy Lake Mine,
 British Columbia6
 Greenex A/S, Greenex
 Mine, Greenland^

 Nabalco Pty., Ltd.,
 Gove Joint Venture,
 Australia9
  30,480 Cu
Outfall pipe
  3,000 Cu
  (ceased oper-
  ation 1975)
  1,525 Cu
  (ceased oper-
  ation 1974)
   68,670 Cu
   25,000  Cu
   1,600  Cu



    ?   Fe


    ?   Fe
   (ceased oper-
   ation  1968)

   1,400  Pb-Zn


   2,700  Red  Mud
Outfall pipes
Outfall pipe
Outfall pipe
Canal to shore
Outfall pipe
Dumping at
shore

Outfall pipe
 Outfall  pipe  to
 red  mud  pond;
 supernatant
 liquor  to  sea
Rupert Inlet.
250 m offshore
45 m depth
Howe Sound.
Intertidal
Strait of Juan
de Fuca.  300 m
offshore, 3 m
depth

Tanon Strait, Ibo
Point.  490 m off-
shore, 9 m depth
Chanaral Beach,
1938-1974; Caleta
Palito, 1975 -
present

Fjord.  Offshore,
50 m depth
Tolo Harbor.
Nearshore

Toquart  Bay.
Nearshore
 Agardlikavsa  Fjord,
 25  m depth

 Drimmie  Arm.
 Nearshore
                                      263

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TABLE 40.  (Continued)
Amax/Kitsault
Molybdenum Mine,
Alice, Arm,     ,
British Columbia

Cleveland Potash,
Ltd., Boulby, York-
shire, United King-
dom3

British Aluminum Co.
Ltd., Marseille,
France2
12,000 Mo
4,200 (94% as
salts in solu-
tion)
2,000-3,000
Fe
Outfall pipe
Outfall pipe
Near the head of
Alice Arm, 110 m
offshore, 50 m depth
North Sea.  1820 m
offshore, 25 m
depth
                   Mediterranean Sea,
                   2000 m offshore,
                   350 m depth
Polaris Mine,
Little Cornwall is
Island, Northwest
Territories,
Canada1'
 Lead - Zinc       Thickened
 (Commenced Nov.,  tailings pulp
 1981)             discharged
                   through outfall
                    Super-saline
                    lake discharging
                    to marine waters
Societe Minere et
Metallurgique de
Penarroya, S.A.
Roberto Mill, Car-
tagena, Spain3

Marcopper Mining
Corp., Marinduque,
Philippines3
6,100 Pb-Zn-
Fe
Outfall pipe
Near Portman Bay
25,400 Cu
Outfall pipe
Calancan Bay.
2440 m offshore,
5 m depth
Yabulu Nickel
Refinery, near
Townsville,
Queensland, Australia
 Nickel  Laterite
 17,500 M3/day
 of liquid waste
 after tail ings
 settling
 Outfall  pipe
 Halifax Bay,
 2000 m offshore
                                     264

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TABLE 40.  (Continued)
 Fosdalens Bergverks
 A/S, Malm, Norway9
 Norsk-Neflin,
 Stern0y Mine,
 Norway3
510 magnitite-
pyrite
400 syenite
Fe203
Coarse tailings
barged offshore;
fine tailings
laundered to
shore

Outfall pipe
Fjord.  Offshore at
60 m depth & near-
shore
Altafjord at
shallow depth,
650 m water depth
 a Data from Table 2 of Down and Mill  (1978).

 b Goyette (1975).

 c Castilla and Nealler (1978).

 d Wong et al.  (1978).

 e Levings (1975).

   Indian and Northern  Affairs,  undated.

 9 Baseden (1976).

   Burling, Mclnerney,  and Oldham (1981).


 1 Kuit (1982).

 J' Reid (1980).
                                      265

-------
          TABLE 41.  SIZE FRACTIONS OF TAILINGS FROM VARIOUS MINES'
Tailings Source Mesh Openings (urn)
Pebble phosphate mine, Florida, U.S.A.
Taconite mine, U.S.A.
Taconite mine, U.S.A.

Cu Mine, U.S.A.

Pb/Zn mine, U.S.A.

21 gold mines, California, U.S.A.
Cu mine, Michigan, U.S.A.
Pb/Zn flotation tails, U.S.A.
Limestone (sand tails), U.S.A.
Pb/Zn mine, U.S.A.

Iron ore mine, Quebec
4 Cu mines, British Columbia, Canada
3 Mo mines, British Columbia, Canada

Cu/Fe mine, British Columbia, Canada
W mine, British Columbia, Canada
Cu/Mo mine, British Columbia, Canada

Fe mine, British Columbia, Canada
5 Cu mines, U.S.A.

Au mine, South Africa
Pb/Zn mine, Germany
Tin mine, Cornwall, U.K.
44
208
74
44
74
44
74
44
150
351
74
147
147
74
74
74
74
43
74
74
295
74
74
74
43
74
60
75
Percent Not Retained
97
"most"
46.5
31
87
73
90
86
3.9-99
50
48
39
99
20-89
10
60-66
40-70
56
55
45
90
45
70
6.1-59
6.7-15
56.7
50
60-66








.2














.5
.3



Data from Table 3  of Down  and  Stocks  (1977).
                                    266

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    TABLE 42.  RESIDUAL METALS  IN  RECENT TAILINGS  SAMPLES9
Type of Tail ings
Pb/Zn, U.S.A.


Cu, U.S.A.

Taconite, U.S.A.
PO Slimes, U.S.A.
Red Muds, U.S.A.

Uranium, U.S.A.

Cu, British Columbia






Pb/Zn, British Columbia

»
Cu/Mo, British Columbia


Cu/Fe, British Columbia

Ni/Cu, British Columbia

Residual
Pb
Zn
Fe
Cu
TiO
Fe
P?0c
AlpO
Fe
U308
V
Cu
Pb
Zn
Sn
Ni
Fe
Mo
Pb
Zn
Fe
Cu
Fe
Mo
Cu
Fe
Cu
Ni
Metals (% by wt.)
0.13 - 0.17
0.18 - 0.41
3.04 - 10.73
0.02 - 0.37
0.02 - 2.0
15-20
9 - 17
3 13-26
10.7 - 52.5
0.045
0.3 - 0.5
0.04 - 0.1
0.01 - 0.06
0.01 - 0.55
0.01
0.1
0.1 - 10.0
0.01
0.1
0.1
20.0
0'.005 - 0.04
2.0
0.03 - 0.04
0.06
12.0
0.04
0.2
a Data from Table 4 of Down and Stocks (1977).
                               267

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IN3
CTl
oo
                                               REFERENCE: Goyette and Nelson,  1977
                  Figure  38.   Location  of the Island  Copper Mine and  submarine outfall  into Rupert
                               Inlet,  British Columbia.

-------
 100
o

£75
V)
z
HI
u

-------
     Monitoring data  for the Island Copper  Mine discharge  are maintained by
the Province of British Columbia,  Ministry  of the Environment.  Data for
1979 were selected  from those provided  by the Ministry3  to characterize the
chemical composition  of the waste discharge.  Mean  concentrations and ranges
of metals in the discharged solids  are  given  in  Table 43, while Table 44
shows the concentrations of dissolved metals  in the  liquid fraction of the
effluent.

     Copper was also  mined in British Columbia at the  Britannia Mine on Howe
Sound (Figure 40).  The mine operated from 1899 to 1975 and produced 3,000
tons per day of tailings (Goyette 1975).  Tailings  were discharged into Howe
Sound through two outfall pipes located  within  the intertidal zone (Goyette
1975), while acid mine  waters  were discharged  into  Britannia Creek, which
carried them into Howe  Sound  (Thompson and McComas 1974).  Detailed
information on the  physical and chemical  characteristics  of the tailings and
acid mine wastes prior  to discharge  were not available  at  the time of this
writing.

     The third copper mine for  which detailed  information  is available is
the Jordan River Mine,  located  on  the north  shore of the  Strait of Juan de
Fuca (Figure 41).  This mine operated intermittently  from  1960 to 1974, the
most recent operational period being  1972 to  1974  (Ellis 1978).  During the
first three operational periods  (1960-1972)  the mine discharged 1,525 tons
of tailings daily to  a  location 900 m (3,000 ft) offshore at  a depth of 12 m
(40  ft) (Down and Mills  1978, Ellis  1978).   Following  a pipe failure,
tailings were discharged 300 m (1,000 ft) offshore  at a depth of 0-3 m (0-10
ft) below the low tide  mark (Ellis  1978).   This  shallow  discharge was in
operation during the  last period  of  mine operation  from  1972-1974 (Ellis
1978).  Details of  the  physical and  chemical  characteristics of the mine
wastes prior to discharge were not available at  the time  of this writing.

     One of  the largest  copper  mining  and  milling operations  which
discharges tailings to the marine  environment  is  the Atlas Mining  and
Development Corporation,  located  on  the island of Cebu,  the Philippines.
This operation has  a  milling capacity of about 70,000 tons  of ore per day,
from which about 35,000  tons  of tailings  are  produced daily from  two
concentrators, Dascon and Bigacon (Salazar and Gonzales 1973).  The tailings
effluent is pumped  through four separate  outfall pipes to  a  common location
off Ibo Point,  on  Tannon  Strait  (Salazar and Gonzales  1973).   The four
outfall  pipes extend  490  m (1,600 ft)  offshore at a  depth of 9 m (30 ft)
below the surface.  Water depth at  the point of  discharge is  30 m (100 ft).

     The tailings slurry is about 40  to  50 percent  solids by  weight,  and has
a  pH of 7.6 to 7.8.   The solids have  a specific  gravity of  2.65 (Salazar and
Gonzales 1973).   Grain size distribution of  the tailings  is given in Table
46.   At the time  of this writing, no  additional  information  on the physical
or chemical  characteristics of  the  tailings  effluent were available.
  Letter  from Dr. M.J.R. Clark, September  28,  1981.
                                   270

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                   TABLE 43.   ISLAND COPPER MINE DISCHARGE
             CHEMICAL COMPOSITION OF THE SOLID PHASE (1977 DATA)

As
Cd
Cr
Cu
Fe
Hga
Mna
Mo
Ni
Pb
Zn
Number of
Observations
5
6
6
6
2
3
3
3
1
6
6
Average
Concentrations
mg/kg
4.1
0.23
8.6
248
16,400
0.0017
209
9.1
9.3
5.1
34.1
Range
2.2 to 6
0.14 to 0.3
4.9 to 13.9
170 to 370
15,800 to 17,000
<0. 00005 to 0.005
78 to 325
5.4 to 15.8

3.9 to 6.7
26.9 to 49.9

a Data from 1980.

Reference:  Letter from Dr.  M.J.R.  Clark,  September 28,  1981.
                                     271

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                   TABLE 44.   ISLAND COPPER MINE DISCHARGE
              CHEMICAL COMPOSITION OF LIQUID FRACTION (1979 DATA)

Al
As
Cd
Co
Cr
Cu
Fe
Hg
Mn
Mo
Ni
Pb
Zn
Number of
Observations
1
54
57
45
47
57
47
52
45
55
46
57
49
Average
Concentrations
ug/l
1,030
40

1.1
1.2
11
56.9
0.11
1.6
153
1.5
2.5
6.8
Range

14 to 88
<0.1 to <0.5
<0.1 to 4
0.6 to <5
3 to 280
8 to 1,200
<0.1 to 0.24
1 to 4
100 to 300
<1 to <10
<1 to 5
0.8 to 170
Reference:   Letter  from  Dr. M.J.R. Clark, September 28, 1981.
                                     272

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                                                       SOUAMISM
I  I I
0  1 2
 2   3   4   s^t^^^X**®

 I'll MILES

~1	T~~l KILOMETERS
 345
                                               REFERENCE: Goyette,  1975.
       Figure 40.   Location  of the  Britannia  Mine on  Howe Sound,
                     British Columbia.
                                   273

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ro
                                 10
                                -I  MILES
                        —| KILOMETERS
                        10
                                                                                                                         N
PORT ANGELES '''•'•'.'•': ^y/V.-y-.;'.1-' :V-;/:V • '

                REFERENCE: EIHs, 1978.
                    Figure  41.  Location  of the Jordan River Mine,  British Columbia.

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TABLE 45.   SIZE DISTRIBUTION  OF TAILINGS SOLIDS FROM THE DASCON AND
             BIGACON CONCENTRATORS AT CEBU, PHILIPPINES3

Particle Size
(micrometers)
297
210
149
74
44
Less than 44
Average
Da scon Tailings
11.2
18.5
26.4
43.1
49.9
100.0
Percent Retained
Bigacon Tailings
13.0
22.6
33.2
50.6
58.9
100.0

Adapted from Salazar and Gonzales  (1973).
                                 275

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     Several  additional  mining operations  are located  in  the  Philippines
which discharge indirectly  via rivers or  directly to marine  waters;  No
published information describing these  operations is available  however.

     At the El  Salvador Copper Mine  in  Chile, two nearshore  sites  have been
used for the disposal  of mine tailings  (Figure 42).   The first site at
Chanaral Beach was in use  from 1938 to 1974.   Thereafter,  tailings were
discharge into  the  second disposal  area  at  Caleta Palito, a practise which
continues to  the present (Castilla and Nealler 1978).  About 25,000 tons of
tailings are  transported per day to  the disposal  area via a  tailings canal.
Wastes  carried by  the  canal include  flotation  tailings from  copper and
molybdenum concentration plants and  treated  domestic wastewaters  from the El
Salvador Sewage treatment plant (Castilla and Nealler 1978).  At  the time of
this  writing,  no  additional  information on  the physical  or  chemical
characteristics of  the tailings or effluent  were available.

     The last copper mine for  which information is  presently available is
the Repparfjord Mine  in  Norway (Figure  43), which produces  1,600 tons of
flotation tailings  per day.   The tailings are discharged into Repparfjord at
50 m (164 ft) depth via an outfall  pipe (Down and Mill  1978).  They contain
0.05 percent  residual copper (Doughty  1975).  No additional information on
the physical or chemical  characteristics  of the tailings are presently
available.

Iron Mines

     The Ma On  Shan Iron Mine has  been  disposing  of iron  ore tailings along
the eastern bank of Tide Cove,  Tolo Harbour,  Hong  Kong  since 1906 (Figure
44).   Iron is  extracted from  the  ore using  a  "wet magnetic  separation
process" (Wong  and  Tarn 1977), and  the tailings are  deposited behind dams in
the nearshore area (Wong et  al.,  1978).   Through  time  the tailings have
overflowed the dams and  entered the nearshore marine environment.
Historically, tailings were  first deposited in  Region I, then  Region III,
and finally  Region II as shown  in Figure 45.   Data on  grain  size  and
chemical  composition of the tailings are given in Tables  46 and  47,
respectively.

     The Kennedy Lake Iron Mine  in British  Columbia  (Figure  46) disposed of
iron ore tailings into Toquart  Bay  until  1968,  when  the operation ceased.
Iron was separated from the  ore  by the  wet  magnetic  separation process,  and
tailings were transported to  the  beach via  a pipeline (Levings 1975).   No
additional  information on  the quantities or  physical and  chemical
characteristics of the tailings  are  presently available.

Lead-Zinc Mines

     Detailed information  is  available   for one  lead-zinc mine  which
discharges tailings  into marine waters,   the Greenex Mine in Greenland
(Figure  47).   A marine  discharge was also considered for the Nanisivik
Lead-Zinc  Mine on  Baffin Island,  Canada,  but  this  disposal  option  was
dropped  prior to commencement  of  mining  operations  in 1976a.    Since 1973,
a  Letter   from  Dr. D.V.  Ellis,   University of Victoria,  British  Columbia
dated February 3, 1982.                                                  '
                                  276

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                                                 El Salvador
                  % Copper tailing Domestic waste ,—._.
            e    v s-^f canal     water canal
        (a) Locations of the copper nine, city of
        Chanaral, tailings canals, domestic wastewater
        discharge, and bed of Rio Salado.  (b) Shoreline
        from Puerto pan de Azucar to Chanaral, Indicating
        new and old tailing disposal sites.
                       REFERENCE:  CastUla  and Nealler, 1978.
Figure 42.   Location of  the  El  Salvador Copper  Mine,  Chile.
                                  277

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                              ARCTIC OCEAN
                                      Arctic circle 66.5'N -
                                                             USSR
      100     200
            J MILES
|	1	] KILOMETERS

0   100 200
                                             REFERENCE: Doughty, 1975.
   Figure 43.   Location  of the Repparfjord Copper  Mine  in
                 northern  Norway.
                                .278

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     1      \ KILOMETERS
     5     10
REFERENCE:  Wong and Tarn, 1977.
Figure 44.   Locations of  the Ma On Shan tailing disposal area,  Railway Beach,  and
             Long Harbour,  Hong Kong.

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                           PIER
                                         CRUSHING AND
                                         SEPARATING PLANT
                                                  ...  MA ON SHAN
                                                  • .  VILLAGE
0         500

I I  I   I  I  I  METERS

(Mill   YARDS
0        500
                                  REFERENCE: Wong and Tarn. 1977.
 Figure  45.  Map of the Ma On  Shan  tailing  disposal  site,
              Tolo Harbour, Hong Kong.
                              280

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          TABLE 46.  CUMULATIVE CURVE DERIVATIVES FOR THE ANALYSIS
               OF SEDIMENT9 NEAR THE MA ON SHAN DISPOSAL AREA
Stations
Median Diameter
0 mm
Quartile
Deviation
Quartile
Skewness
Iron Ore Tailings
Zone I
Upper
Middle
Lower
Zone II
Upper
Middle
Lower
Zone III
Upper
Middle
Lower
+1.15
+1.27
+1.51

+2.28
+2.59
+2.43

+1.31
+1.02
+1.22
0.45
0.41
0.35

0.22
0.17
0.19

0.40
0.49
0.43
+1.28
+0.94
+1.06

+1.42
+1.48
+1.65

+1.05
+1.45
+1.19
-0.22
-0.20
-0.17

-0.38
-0.85
-0.78

-0.04
-0.23
+0.02
Railway Beach
     Upper
     Middle
     Lower
-0.16
+0.29
+0.76
1.12
0.82
0.59
+0.88
+1.43
+1.57
 +0.02
•+0.07
 +0.32
Long Harbour
Upper
Middle
Lower
+0.13
+0.67
+0.83
0.91
0.63
0.56
+1.21
+1.26
+1.29
+0.17
+0.09
+0.02
  The data are expressed as the means of triplicate samples,
from Table 3 of Wong et al. (1978).
                                         The data  are
                                    281

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CD
      TABLE 47.  CHEMICAL CHARACTERISTICS OF TAILINGS AND  SEDIMENTS  FROM RAILWAY BEACH AND LONG HARBOUR3


                    	Iron Ore Tailings	                                  ,
                         Zone 1            Zone II             Zone  III        Railway Beach"     Long Harbour
                     UML      UML      UML      UML      UML

pH                  8.05  8.10  8.13   8.71   8.31   8.32   8.35  8.31  8.39   7.81  8.10  7.71   8.08  8.01  8.05
Organic carbon (%)  0.54  0.79  1.80   0.20  0.13   0.74   0.95  0.98 1.06   0.86  1.32  5.17   0.76  0.90  4.65
Total nitrogen (%)  0.09  0.10  0.17   0.09  0.09   0.16   0.10  0.12 0.18   0.13  0.16  0.20   0.21  0.25  0.26
Available
  phosphate (ppra)   0.17  0.21  0.34   0.23  0.35   0.53   0.29  0.26 0.39   0.34  1.60  2.32   0.80  0.98  0.99



3 The data are expressed as the means of duplicate samples.  The data are  from Table 2  of  Wong et al.  (1978).

  Abbreviations used:  U = uppershore, M = middle shore, L = lower shore.

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• 49"00' N
        VANCOUVER ISLAND
0          500
'  '  '  '  I  'YARDS
I  I   I  I  I  I METERS
0          500
                            STOCKPILE
                     KENNEDY LAKE
                      IRON MINES
                                                                      N
                                                                    /N
                                                            TOQUARTBAY
                                                     REFEREHCE: Levings.  1975.
            Figure  46.   Location of the Kennedy Lake  Iron Mines  on
                        Toquart Bay, British Columbia.
                                      283

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00
-p.
                                                                                          REFERENCE:  Anon, 1975.
                    Figure 47.   Location of  the  Greenex Lead-Zinc Mine,  Greenland.

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tailings from the Greenex  Mine have been  discharged into  Qaumarujuk and
Agfardlikavsa Fjords at a depth of 25 m  (82 ft)  (Anon 1975).   Approximately
1,400 tons of tailings are discharged into  the fjords daily.   Residual lead
and zinc constitute 0.4  percent and 0.1 percent of the tailings solids,
respectively (Anon 1975).   Additional  information on the  physical  and
chemical  characteristics  of the Greenex  Mine  wastes are  not  presently
available.

Nickel Processing

     The Yabulu  nickel refinery is located  on Halifax Bay  approximately 24
km (15 mi) northwest of Townsville,  Queensland  (Figure  48).   The refinery
treats about  2,200,000 tonne/yr of lateritic ore which is  delivered by train
from the Greenvale Mine,  about 225 km (140 mi)  west of  the  refinery (Reid
1980).

     Nickel  is  recovered  through an  hydrometa11urgica 1  process
(ammonia/ammonium carbonate  leach) following grinding  and  reduction
roasting.   The waste produced by this  process  is an approximately  50 percent
slurry of tailings particles of which  60  percent are less  than 44 urn in
diameter.   Tailings  solids account  for  98.5  percent of the  ore processed
(Reid 1980).

     Tailings are discharged to a settling pond and approximately 17,500
m3/day (4.6 MGD) of decanted liquid is discharged to  Halifax  Bay.  Effluent
is discharged through a 2,000 m (6,600 ft)  outfall pipe which  terminates in
a three-port  diffuser (Reid 1980).

     No data  are available on the chemical composition of solids content of
the effluent, however, Reid  (1980) has  presented the effluent limitations
established by the Water Quality Council  as  shown in Table 48.

Bauxite Mines

     Approximately five million tons of bauxite ore are processed yearly
(Lillehagen  1980)  at the  refinery on  the  Gove Peninsula  in Northern
Australia  (Figure 49).

     The red  mud slurry has a pH of 10.2  to  12.4 and  a "silt-like texture,"
since 95 percent of the solids have a diameter of less than 0.06 mm (Baseden
1976).  The solids are primarily composed  of iron,  aluminum,  silicon,  and
titanium,  and oxides of sodium and  calcium.   Traces of zinc  (3 ppm), copper
(3 ppm),  and manganese  (11  ppm)  are also present  (Baseden  1976).   The
alkaline supernatant liquor is neturalized  with sea  water prior to leaving
the second of two sluice  boxes and entering  the estuary.   Neutralization
causes  the complete  precipitation  of  the carbonate and  hydroxide ions
through the formation  of calcium and magnesium  compounds (i.e., hydroxides
and carbonates).  The  supernatant  liquor discharged to the estuary contains
less  than  0.5 ppm of dissolved zinc, copper,  or manganese  (Baseden 1976).
                                   285

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                      146.30
CD
cr>
                  19.00
                  19.15
                                                          CORDELIA
                                                             ROCKS
146.45
                                              UEENSLAND
                                               NICKEL
                                               PTY. LTD.
                                      N
                                                                                                                  NAUTICAL MILES
                       REFERENCE: Reid 1980
                    Figure  48.  Location of Yabulu Nickel Refinery  Outfall.

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      TABLE 48.   YABULU REFINERY EFFLUENT LIMITATIONS FOR DISCHARGE  TO
                           HALIFAX BAY,  AUSTRALIA
                                                           Maximum Effluent
Parameter                                                     in  Effluent

Flow, m3/day                                                    17,500
pH, range in units                                            6.5 to  8.5
Total ammonia-N, mg/1                                             500
Free ammonia-N, mg/1                                              100
Total nickel, mg/1                                                1
Total cobalt, mg/1                                               0.1
Total iron, mg/1                                                  5
Total manganese, mg/1                                              5

                                                            Maximum Allowed
                                                            after Dilution3

Total ammonia-N, mg/1                                              1
Total nickel                                                   0.05
Total cobalt                                                   0.01

Biological  Effects

     The discharge of  effluent  shall have  not deleterious effect on  the
marine environment.


a Within a mixing zone  of 400 m (1,300 ft)  radius.

Reference:   Reid 1980.
                                    287

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                             REFERENCE: Baseden, 1976.
Figure 49.   Locations of the bauxite refinery and  red mud
             settling ponds at  Gove,  Australia.
                          288

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Potash Mines

     The Cleveland  Potash Mine in  Boulby,  Yorkshire,  England disposes of
about 240 tons  per day of insoluble  tailings to  the  marine environment
(Figure 50).  The tailings are carried  offshore via a submarine outfall pipe
which is located within  a  submarine tunnel  (Figure 51).   The  tunnel and
discharge pipe extend  about 1.8 km (1.1  mi)  offshore  (Cleasby et al.,  1975).
Intake pipes  located in the tunnel  provide sea water for mixing  a weak
tailings slurry  which  is discharged  through nozzles at a depth of  25 m (84
ft).

     The primary constituent of the tailings  is halite.  Sylvite,  anhydrite,
calcium  and magnesium  carbonates,  quartz,  clay minerals,  pyrite, and
hematite are also present in small  quantities (Cleasby et al., 1975).  The
halite, sylvite, and  anhydrite are soluble  in seawater, and dissolve  in the
outfall pipe or  shortly after discharge.  The remaining 6 percent  of the
tailings  which are  insoluble  are  dispersed  by strong  currents at the
discharge site (Cleasby et al.,  1975).

DREDGED MATERIAL

     Dredged material  consists of a wide  range of natural  and anthropogenic
materials.  In terms  of  textures, dredged  materials can range from  nearly
all  clay-size particles  to  clean  sands  and  gravels.  The size
characteristics  of  the  sediments  generally reflect the energy level  of the
environment  from which  they  are dredged.   Sediments in coastal  and  inland
waters subject to high  water  velocities  or  wave  energy contain  only small
fractions of silt- and  clay-size particles  because of  the  lack  of
opportunity  to  settle.   In  quiescent waters,  fine-grained  particles can
settle.  If  a source of silt and  clay  exists,  sediments will  likewise be
predominantly fine  grained.

     In 1979, the  New York District,  Corps of Engineers  reported the
percentage of sand,  silt, and clay  for  25 dredging projects which  involved
ocean disposal  of the dredged material   (COE  1980).  These projects  involved
3.1 million  m^  (4.1 million yd^)  or  31 percent of  all  dredged material
dumped in  the U.S.  waters of the  Atlantic Ocean  in 1979.   The  means  of the
reported grain-size  distributions  were  34 percent sand, 43 percent silt, and
23 percent clay.

     The chemical composition  of dredged material  also covers  a wide  range,
again generally  related to the  energy level of the environment  from which
the sediments are dredged.  Metals,  present as  contaminants,  are generally
transported  to the  sediments with  settling organic  and  inorganic solids.
Because surface  adsorption is  the  common  mechanism for bonding  of the metal
ions to particles, the smaller particles  which present the greatest surface
area per unit volume are the  most efficient transporting medium.   For this
reason, sediments with high percentages  of  organic materials  and clay-size
particles  generally contain higher concentrations  of pollutants.

     The  U.S.  Army Corps of Engineers  prepares reports of all  ocean dumping
of dredged materials.  Many of these  reports, required by the London Dumping
                                   289

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no
in
O
                                                                                                    Narllepool

                                                                                                       Redcar

                                                                                                TEESSIDE
                                                                              TAILINGS OUTFALL AND
                                                                              SEAWATER INTAKE
                                                                              TUNNEL
                                                                                                CLEVELAND POTASH   Whllby
                                                                                                MINING LEASE AREA
                                                                                                      I MILES
                                                                                                        (KILOMETERS
                         
-------
                                                       DISTANCE FROM SHAFT
                                     t
                                     0
                                   SHAFT
1000
 i
2000
                                                              3000
4000
5000
	, FEET

 6000
                                                                                                FEET
                                                                                                BELOW
                                                                                                COLLAR
                             PUMP
                             CHAMBER
ro
\ n I2—,,,,,

V INTAKES
SEA LEVEL 1 2
'"" 	 '"" 	 """iiiiiiiuiiiii uiiiiiiimi -
OUTFALLS
0
100
200
300
400
500
600
                                                                      REFERENCE: Cleasby et al., 1975.
                    Figure  51.   Diagram of  submarine  tunnel  used for  the discharge of potash  mine
                                 tailings by Cleveland  Potash, Ltd., Yorkshire,  England.

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 Convention, include information  on the  dredged sediments  chemical
 composition.  All  results of bulk  analyses performed on  sediments dumped in
 the ocean during  1978 and 1979 are  summarized in Table 49.

     Table 50 reports the results  of  elutriate tests performed on some of
 the same  sediments.   The elutriate  test  is  a leaching test  designed to
 simulate the characteristics  of  the  material as  it is discharged from a
 hydraulic dredge.   The test is performed by mixing one volume of sediment to
 be dredged to four volumes of water from  the  dredge or  disposal site.  The
 mixture is thoroughly mixed and allowed to  settle.  The liquid fraction of
 the sample is then analyzed.  The elutriate test thus provides an estimate
 of the metals discharged  in  the  dissolved state.   The  standard analytical
 methods  used does not,  however,  distinguish  between truly ionic  and
 non-ionic species.

 DRILLING MUDS AND  CUTTINGS

     The  drilling of offshore  oil  and  gas  wells  produces waste rock
 (cuttings) from the hole and drilling fluids  which are discharged to  the
 marine  environment.  Their  physical and chemical  characteristics vary
 widely.  The composition  of  the  cuttings  depends  upon  the rock and fluids
 being encountered  by the  drill bit.   The  introduction  of drilling muds to
 the hole achieves  many purposes but mainly  serves  to reduce friction, remove
 solids, and maintain down-hole pressure.

     Drilling mud is,  in general, composed of  80  to  90  percent barite
 (BaS04),  10 to 20 percent clay, and  small  quantities  of  special  purpose
 additives (Kali!  1980).  The American  Petroleum  Institute (1978)  has
 compiled  a list of drilling fluid additives, of  which there are 43 generic
 varieties of additives and at  least 231 proprietary formulations.   At  any
 given well, depth, and time, a dozen or more additives  may be used  to
 control  downhole conditions  (API  1978).   Petrazzulo  (1981) has provided a
 detailed  review of drilling fluids and their usage.

     Analyses of used drilling  muds and cuttings have  been reported  by  Liss,
 et al.  (1980), Ayers, et al.  (1980), and Sauers  (1981).   The range of metals
 concentrations in  the whole muds are shown  in  Table 51.

     Table 51 also presents the results  of analyses of the  "mud aqueous
 fraction"  of four used  drilling fluids performed  by McCulloch,  et
 al. (1980).   The mud aqueous  fraction  was  composed of one part drilling  mud
 mixed with  nine  parts artificial seawater.    The mixture  was stirred
 thoroughly and allowed to settle for 20 hours.   The  liquid fraction  was then
 analyzed.  These  results  provide  an  indication  of the concentration of
 dissolved  metals  associated with  the discharge.   As with  the dredged
material,  the actual amount  of metal in true ionic  form is not  known.
                                  292

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TABLE 49.  METALS CONCENTRATIONS IN DREDGED MATERIAL
       SOLIDS DUMPED AT SEA - 1978 AND 1979


As
Be
Cd
Cr
Cu
Fe
Hg
Mn
Ni
Pb
V
Zn
Percent
Volatile
Solids
Number of
Observations
52
23
57
52
55
39
61
7
52
61
20
61
27
Average
Concentrations
mg/kg
4.0
0.89
1.2
33.0
30.4
8,417
0.3
316
15.0
29.6
10.6
68.8
7.2
Range
0.03 to 23
0.25 to 3
0.02 to 7
0.25 to 190
0.23 to 449
100 to 95,000
0.01 to 2.7
188 to 570
1.2 to 82
0.25 to 600
0.25 to 82.2
0.25 to 1,246
0.4 to 18
                       293

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TABLE 50.  ELUTRIATE ANALYSIS OF DREDGED MATERIAL
         DUMPED AT SEA - 1978 AND 1979

As
Cd
Cr
Cu
Fe
Hg
Mn
N1
Pb
Zn
Number of
Observations
25
29
23
24
17
28
9
23
24
29
Average
Concentrations
ug/1
4.9
1.6
4.8
2.7
17.6
0.3
1,038
6.8
6.8
32.5
Range
1 to 24
0.2 to 2.9
0.5 to 30
1 to 8
2.5 to 33
0.01 to 1.8
30 to 2,300
2 to 21
0.9 to 12.5
10 to 70
                     294

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      TABLE 51.   OBSERVED  COMPOSITION  OF  USED  DRILLING MUDS  AND  CUTTINGS

Whole Muda Mud Aqueous Fraction0
Concentration Range, mg/kg Nb Concentration Range, ug/1
As
Ba
Cd
Cr
Cu
Pb
Hg
Ni
9
V
Zn
<1.0 to 3
2,800 to 202,000
<1.0 to <2.0
2 to 1,007
2 to 28
<1 to 24
<1 to 2.2
1 to 21
6 to 35
12 to 236
6
11
9 60 to 80
12 <100 to 1,080
9
9 <500
9
9
9
9 60 to 230
Nb


4
4

4



4

a Data from Liss, et al.  (1980), Ayers,  et al.  (1980),  and Sauers  (1981).



b N = number of analyses.



c McCulloch et al.  (1980).
                                    295

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                                APPENDIX D

       DETAILED DESCRIPTION OF THE OCEANOGRAPHIC  CHARACTERISTICS FOR
                       REPRESENTATIVE DISPOSAL  AREAS
     This appendix provides  a  detailed description of the oceanographic
characteristics  for the  representative  disposal areas previously identified
in Chapter 6 of this  report.  In that  chapter the information presented
summarized the physical  and  biological oceanographic conditions  at  each
area.  The information  presented in this  appendix is the basis from which
that summary is  extracted.

     In general, the disposal  areas  represent typical nearshore, midshelf,
and deep  water  areas  within each  primary region  (with  the exception of
Hawaii  for which only  one area  is  identified).   For  each region,  general
physiography, bathymetry  and circulation patterns are presented  to provide a
regional  setting.  Generalized  profiles of temperature, salinity, density,
dissolved oxygen,  and  currents  are  provided for  the  representative areas
within  each region.  In  addition, biological oceanographic descriptions of
each region with particular  emphasis  on the specific  areas are provided.
This is followed by a  discussion of important  fishing locations.

WESTERN GULF OF  MEXICO

Physical  Characteristics

     The  Gulf of Mexico  is a  relatively  shallow  (3,600 m maximum depth)
semi-enclosed water body connected to  the  Atlantic Ocean  by  the  Florida
Straits and the  Yucatan  Channel  (Figure 52).  Basin physiographic features
(Figure  53) include  the shelves of  East Mexico, Texas,  Louisiana,  and
Western Florida;  an  upper continental  slope; the  Mississippi  Cove; the
Campeche, Sigsbee, and West Florida  escarpments; the continental  rise; the
abyssal plain and  the  Sigsbee Knolls.   The Gulf does not contain any major
ridge or  trench  systems  but does present a  variety of geological  structures
including salt domes, mud diapirs, escarpments, submarine canyons,  abyssal
fans, channels and terraces, and coral  reefs.

Bathymetry--

     The  continental  shelf along the  northwestern Gulf of Mexico  between the
Mexican  border  and  the  Mississippi  Delta  is  a  gently  sloping, smooth,
sediment-covered plain  interrupted by  occasional hills  or banks  (Curray
1960).   The shelf width ranges from  approximately 90 km (56 mi)  near  the Rio
Grande in  Texas  to  about  200  km (124  mi)  south  of the  Texas-Louisiana
boundary.
                                   296

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30°
25°
20°
                                                                             200m.
                                                                           1000 m._
                                                                      FLORIDA STRAITS
                95°
90°
85°
80°
                                                               REFERENCE: Nowlin 1972
        Figure  52.   Bathymetry  of  Gulf  of Mexico.
                                       297

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              • 1 op
            UPPER CONTINENTAL SLOPE
                         Sigsbee Knolls

                 ABYSSAL PLAIN
25
20° *•
                                           REFERENCE: after Ewing et al., 1958.
      Figure  53.   Physiographic  subdivisions of  the Gulf of Mexico
                   and  selected  stations  of Hidalgo 62-H-3 cruise of
                   March 22-27,  1962.
                                  298

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     Further east, approaching the Mississippi Delta,  the  shelf narrows
considerably, becoming non-existent in some places.   The outer shelf edge is
relatively well  defined in many areas  by a number  of elongated ridges and
escarpments at an  average depth of  approximately  120 m.   In some areas,
however,  the  shelf/slope  transition is  smooth,  gradual, and  rounded in
nature.  Western  Gulf shelf gradients  along transects A and B (Figures 52
and 54) are 0.08° or  1.4 m/km and 0.03° or 0.59 m/km,  respectively.

     A series of  widely spaced  shelf banks  (e.g., the West Flower Garden)
rise above relatively smooth bottom reef structures  predominantly at depths
of 16, 60, and 90 m.   Those with  relief greater than 4-6 m are believed to
have been caused  by underlying salt domes, while others with less relief are
considered remnants  of earlier shoreline deposits.   Recent (Holocene)
sediments  on the  shelf  are  generally non-calcareous silty-clays,
particularly near the  Mississippi  Delta  and  off  the central Texas coast.
However, in offshore  areas  between east-central  Texas  and  western Louisiana,
the  surface lithology shows  great  variation,  being  mostly sandy  and
containing much shell  material (Shepard 1963).

     The upper continental  slope extends in a west-southwest direction, with
little indication of  widening due  to  Mississippi  Delta sedimentation.  The
slope extends approximately 240 km beyond the  shelf  off the Louisiana-Texas
boundary and is extremely  irregular in relief due to  the intrusive nature of
the underlying salt deposits, erosion associated with lowered sea levels in
the past, and probably  some submarine slumping.   The  average upper slope
gradient between  depths of  180 and 360 m is 1.1° or 18.9 m/km.

     The continental   slope ends  at between  1,800 and  2,000 m  (5,900  and
6,560 ft) at the  Sigsbee Escarpment which drops another 1,000 m (3,280 ft).
Beyond the escarpment  is the continental  rise  leading to the abyssal  plain
which reaches depths  of 3,600  m (11,810 ft).  The  plain  is  a  remarkably
flat, oval shaped basin having bottom gradients  o.f only 1/8000 (Ewing et
al., 1962).  Although  the eastern  portion of the  abyssal  plain is known to
be partially covered by Mississippi  Cove  sediments  (reddish-brown
foraminiferal  lutite  overlying beds  of grey  silty clay), less  is  known
regarding the  characteristics of sediments in  the extreme western  portion of
the plain.  The clustered Sigsbee  Knolls,  which rise  100-200 m (328-656  ft)
above the plain,  have  sediments consisting of  foraminiferal  oozes due to
deposition of  planktonic debris.

Circulation Patterns--

     The large scale circulation pattern in the  Gulf of Mexico  is  dominated
by two current systems;  the strong well-defined clockwise Loop  Current in
the east,  and  an  elongated less  permanent  clockwise circulation  cell  located
over  the deeper areas  of the central  and western Gulf.   The  Loop Current
enters the eastern  Gulf through the  Yucatan Straits,  exiting  through  the
Straits  of Florida  (Leipper 1970; Maul  1977).   The horizontal  distribution
of temperature in the main thermocline  is well  correlated with  the dynamic
topography of  the sea  surface  (Now!in  1972).   Loop current seasonality  was
examined by Leipper (1970)  on the  basis  of  temperature data,  resulting in
definition of  a "spring  intrusion" to  describe  growth of the loop into  the
                                   299

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            , PADRE ISLAND
    X
    
-------
 Gulf, and "fall  spreading" to  describe the subsequent westward movement  of
 the loop or of a detached eddy.  The velocity  in  the  core of such a detached
 eddy was observed in  1965 to be 113 cm/sec, which  was comparable to that  in
 the East Gulf Loop Current itself.   One  month later,  after passage of a
 hurricane, the eddy was  considerably modified in shape, and core velocities
 had decreased to 73 cm/sec  (Leipper et al., 1972).

     An  analysis of 1958-1964  data   indicates that the  western Gulf  is
 dominated, in the wintertime at least,  by  a weak clockwise gyre, apparently
 driven  in  part  by separated  portions of the  Loop  Current and  partly  by
 surface  winds.   The  gyre, whose  major axis  is oriented in a northeast-
 southwest direction,  consists  of a broad,  rather weak southwestward flow  on
 the southern flank, and  a somewhat more narrow and  stronger flow in the deep
 water  portion of the northern  Gulf.   Velocities in  the core of the
 northeastward-flowing  current have  been computed to  be  some 50 cm/sec
 (Figure 55), whereas downstream  core  flows  appear  to decrease  to
 approximately 30 cm/sec.

     In addition to the  clockwise  western  Gulf gyre, there may be a narrow
 westward counterclockwise flow just  above the continental  slope,  separated
 from the gyre by  a strong  shear  zone.   A north-flowing western boundary
 current may also exist  as  noted by Sturges and Blaha (1976), evidenced  in
 modeling experiments  (Ichiye et  al.,  1978), and shown by the trajectory  of
 tracers released off  the coast of Mexico (Vasquez 1975).

     Isotherm depths  reported  by Sturges and  Morton  (1981)  suggest that the
 flow approaches  the coast at 22-23° N  and  remains  near the western boundary
 all the way to the  continental  shelf in the north.   Winter satellite
 photographs indicate  departure of  this  flow from the coast  at approximately
 28° N near the mouth  of  the Rio Grande River.

     Several  hypotheses  have been  offered  for the irregularity and driving
 mechanism of  the clockwise gyre  in  the  western  Gulf.   Some researchers
 suggest that  the gyre is the result  of  forcing  by  the  wind stress curl
 rather than by pinched-off eddies, which  would explain  stronger winter and
 summer currents  in phase with wind forcing.   Others feel  the gyre  is always
 present as in the Atlantic and Pacific  basins.  Maul  (1977)  in studying the
 annual  Loop Current penetration cycle  confirmed Leipper's  (1970)  proposition
 that there is an  annual  cycle of  growth  and  decay,  but  that year-to-year
 variability in the pattern is significant.  An  eddy separation from the Loop
 Current appears  to have  occurred each year during the  1972 to  1976 period
 examined.  Molinari et al. (1978)  confirmed the Leipper  cycle on  the  basis
 of computed  monthly  sea surface dynamic  topographies.   A permanent
 counterclockwise  flow on the  Texas Shelf was found to join  the eastward
 transport of  the  northern limb of the  clockwise gyre in the western  Gulf.
 Behringer et  al.  (1977)  found  that Loop Current penetration into the Gulf
 increases during  the winter and spring periods, reaching  a  maximum in  early
 summer.  At  that  time,  a large eddy  separates from  the  loop.  Deviations
 from this pattern  were also noted,  however, (i.e., year-round persistence  of
 the clockwise gyre,  and strongest  periods  during summer  and  winter).
 Molinari (1980)  has concluded that  the typical Loop Current  cycle  of spring
 intrusion,  summer  eddy breakoff and fall  spreading may  not  be typical, and
that  such events may occur during any  season.
                                   301

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                                         VELOCITY DIAGRAM
                                         FOR 25° N. LATITUDE
                          Direction of Flow
                                           REFERENCE: Nowlin, 1972.
Figure 55.
Dynamic topography  of sea surface relative  to the
1,000-db surface, Hidalgo 62-H-3, x's  indicate
some extrapolation.   Contour interval, 0.05
dynamic meters.
                          302

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     The western  Gulf  of Mexico  is a difficult  area  to describe, owing to
the paucity of observations and to the  complexity of the pertinent dynamics.
The presence of two  important driving mechanisms seems apparent; the eddies
propagating to the west, and the  wind  field.  Elliot (1979)  concludes that
the eddies take approximately a year to  drift from their eastern formation
region to the western  side of the Gulf.   He also  feels that the western gyre
is half driven by the  introduction of one new large eddy per  year, and half
driven by the wind stress.   However, what happens when an eddy moves into
the region, its path and decay characteristics, are not yet well known.

Characteristics of Representative Areas

     Two general  locations are considered  as representative of potential
nodule processing waste disposal sites; a  midshelf site and a deepwater
site.  In addition,  conditions at  an  upper-slope site  are  also described
because of the site's  historical  use for chemical  waste disposal (Atlas et
a!., 1980).  Shallow nearshore waters and a  gentle bottom slope effectively
preclude disposal of nodule  processing wastes  through a nearshore outfall
pipe.

     Oceanographic data from Texas ASM  western  Gulf synoptic oceanographic
surveys in February and March, 1962, serve to define selected parameters in
each area.  Stations  120,  122,  and 92 shown  in Figure 53  are considered
representative of  mid-shelf,  upper-slope, and  deep  basin  areas,
respectively.  In synthesizing the  physical oceanographic  nature of each
area, many technical documents were  reviewed in addition  to the Texas A & M
transect data (Table 52).   Nevertheless, the  data set  available  for
compiling general  area characteristics was  found  to be limited  (e.g.,
seasonally or for a particular  parameter) not  only  for  the  Gulf of Mexico
areas, but for west coast and Hawaiian areas  as well.

Mid-Shelf«

     The temperature,  salinity,  density and dissolved  oxygen characteristics
of a mid-shelf disposal  site  in the  north-western Gulf  of Mexico  are
presented in Figure 56.  Nearshore surface salinities  are  typically low due
to intrusion of  freshwater from continental drainage (Nowlin  1972).
Salinity increases  with  depth  and  with  distance offshore.   Due  to
significant mixing, temperatures  are relatively uniform  with depth.  This
temperature-salinity combination  results  in a typical  March  density gradient
of 1.0  sigma-t units in  the  upper 30  m.    Dissolved oxygen levels  are
relatively uniform with depth, decreasing from 6.5 to  5.8  ml/1.

     Current measurements  on the  shelf  indicate  that  they  are  typically
aligned  alongshore, are highly seasonal, and exhibit layering  of contrasting
flow in  late spring and during  summer (Armstrong  1980).  Mean surface
currents  are downcoast to the southwest throughout the  year, with an onshore
component in summer.   Mid-depth to  bottom flows are directed upcoast and
offshore  (east and  southeast,  respectively) from May to August,  and
downcoast the remainder of  the year.   Deeper eastward  currents do occur
during  some winter periods.  Mean  current speeds decrease  with depth, being
                                   303

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        TABLE 52.  REFERENCES CONSULTED IN SYNTHESIZING THE PHYSICAL
                  OCEANOGRAPHIC CHARACTERISTICS OF WESTERN
                       GULF OF MEXICO DISPOSAL AREAS
Anderson et al., 1979
Atlas et al., 1980
Atlas et al., 1981
Behringer et al.,  1977
Curray 1960
Dietrich 1939
Ewing et al., 1962
Ichiye et al., 1978
Ichiye et al., 1981
Leipper 1970
Leipper et al.,  1972
Maul  1977
McLellan and Nowlin 1963
Meyer and Warsh 1981
Molinari 1980
Mungall and Home 1978
Nowlin 1971
Nowlin 1972
Okubo and Ebbesmeyer 1976
Shepard 1963
Sturges and Blaha 1976
Sturges and Horton 1981
U.S. Naval  Oceanographic Office 1972
Vasquez 1975
                                   304

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             SALINITY, %o

          35           36
                                          10
                                       E 20
                                       a.
                                       ui
                                       Q
                                         30
                                         40
TEMPERATURE, C°

18            19
Q.
Ill
Q
            DENSITY, Qt

          25           26
DISSOLVED OXYGEN, mg/l
5            6
                                                           REFERENCE: Now!in 1972
          Figure 56.  Characteristics of a Western Gulf  of  Mexico
                      mid-shelf disposal site.
                                     305

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approximately  15 cm/sec near  the  surface and decreasing  to  10 cm/sec near
the bottom.  Seasonally, speeds  are  lowest in summer and  highest in the fall
and spring.  Flow variability  is  principally due  to wind shifts and tidal
currents.

Upper-Slope--

     Further offshore, the salinity  is  relatively  constant  at 35.9 ppt in
the upper  50 m (164 ft), increasing somewhat  between 100  and^ZOO m to 36.1
ppt, and thereafter decreasing gradually with depth to approximately 35 ppt
(Figure 57).   The March temperature  profile indicates a gradual reduction in
temperature  from approximately 20° C near  the  surface to 4° C at 1,000 m
(3,280 ft).  The resultant density profile  (Figure 58)  consists of a small
positive  density  gradient to  the  50 m (164 ft)  point,  a  sharp density
increase between 50 and 120 m  (164 to 492 ft), tapering  off to a relatively
small  increase with depth  thereafter.  Surface  dissolved  oxygen
concentrations of 6.5 to 7.0 mg/1  decrease to a minimum of  approximately 3.5
mg/1 at between 250 and 400 m  (820 and  1,312  ft),  and increase to 5.0 mg/1
at  1,000  m  (3,281 ft).   Geostrophic flow is  predicted  to generally be
eastward,  varying  from 25 cm/sec near the surface to  less than 5 cm/sec
below 350  m  (1,148 ft), as shown  in Figure  59.   At the  industrial-chemical
waste disposal  site A  (water depths of  900-1,400 m), absolute near-surface
currents on  the order of 26 cm/sec or less  have been measured (Mungall and
Home 1978).

Deep Basin—

     Beyond  the  slope, over the  abyssal  plain, surface  water  salinities
commence at  36.1 ppt, increase slightly  to  a  maximum of 36.35 ppt at 125 m
(410 ft) and decrease sharply  thereafter, reaching a minimum of 34.89 ppt at
580 m (1,902 ft).  At greater  depths, the salinity asymptotically approaches
34.97 ppt  (Figure 60).  Temperature  decreases rather slowly from 22.3° C at
the surface to 20.5° C at  125  m  (410 ft).   At  this depth however,  a
pronounced gradient occurs, with  temperature decreasing  15° C in the next
800m (2,624 ft).   Beyond this depth the temperature  remains  relatively
constant at 4.2° C.  The associated  density profile (Figure 61) indicates a
uniform surface density  of 25 sigma-t  units  in the upper mixed layer [in
this case  down to 25  m  (82 ft)].  A relatively sharp pycnocline  occurs
beyond this point,  with sigma-t  values increasing another  2.75 units by the
1,000 m (3,281  ft)  depth.   Thereafter, the density remains relatively
constant at 27.75 sigma-t units.

     Dissolved oxygen concentrations of 6.1-6.9 mg/1  in the upper 100 m (328
ft) decrease  sharply  to a characteristic  minimum of  3.83 mg/1  at
approximately 250 m  (820 ft).   Beyond  this  depth,  dissolved oxygen
concentration  increases,  at  first relatively slowly to  4.9 mg/1 at 775m
(2,542 ft), then quickly to 5.91  at  70 m (3,182 ft), and thereafter again
slowly to  a maximum value of 4.83  mg/1 at 2,920 m (9,579  ft).

     Calculated geostrophic flows  for a deep-basin area (Figure 62) indicate
westward surface currents of  up to  35 cm/sec, decreasing to no current at
approximately  350 m  (1,148  ft).   Beyond this  depth, very  low  flows are
                                  306

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           34     35
   100 -
   200 -
   300 -
   400 -
_  500 -
2
Q.
0)
   600 -
   700 -
   800  -
   900  -
  1000  -
  1143
                                            100 -
                                            200 -
                                            300 -
                                            400 -
5  500 -
Q,
05
Q
                                            600 H
   700 i
   800 -
   900 -
   1000 -
  1143
               Salinity, %
             Temperature, C°
                                        DATA FROM: National  Oceanic Data Center
     Figure 57.   Temperature and  salinity profiles characteristic of
                   the western Gulf of Mexico upper slope,  Hidalgo
                   Cruise  62-H-3, March,  1972.
                                   307

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                        27     28
    100 -
   200 -
   300 -
    400 -
^   500 -
Q.
CD
0
    600 -
   700 -
   800 -
   900 -
   1000 -
   1143
                                            100 -
                                           200 -
                                           300 -
                                           400 -
                                        ^   500 -
O.
0)
Q  600 -I
                                            700 -
                                            800 -
                                            900 -
                                           1000 -
                                           1143
               Density, (J,
            Dissolved Oxygen,mg/l
                                              DATA FROM:  National Oceanic Data Center
         Figure 58.   Density  and dissolved oxygen profiles characteristic
                      of the western  Gulf of  Mexico upper slope, Hidalgo
                      Cruise 62-H-3,  March, 1972.
                                      308

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                          Current (cm/sec)
                           11   13   15   17   19   21   23  25
                                                                   EAST
 900-
1000-1
                                 DATA FROM: National Oceanic Data Center
   Figure 59.   Geostrophic  flow profile  for an upper-slope area
                between Stations 122 and  123, Hidalgo  Cruise
                62-H-3, March,  1972.
                              309

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   34
 500-
1000-
150H
2000-
2500-
3000
35
 I
                       36
            Salinity, %<,
0    5    10    15    20    25
      i    i	|	i .
                                   500-
                                   1000-
                                   1500-
                                 UJ
                                 Q
                                   2000-
                                   2500-
                                   3000
                                 Temperature, °C
                                DATA FROM: National Oceanic Data Center
   Figure  60.   Salinity  and temperature  profiles for  a  deepwater
                 area in the northwestern  Gulf  of Mexico,
                 Hidalgo Cruise  62-H-3,  March,  1972.
                               310

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         25
      500-
      1000
   ~  1500-
   0)
   Q
      2000-
      2500-
      3000-
                   26
                    I
27
 I
28
                     Density,
                                                500-
                                               1000 -
               £ 1500 -J
               Q.
               a
                                               2000-
                                               2500-
                                               3000-
                                 Dissolved Oxygen, mg/l

                             DATA FROM: National Oceanic Data Center
Figure 61.   Density  and dissolved oxygen profiles  for a deep-basin  area  in  the
              northwestern Gulf of Mexico, Hidalgo Cruise 62-H-3, March, 1972.

-------
    35
                     Current (cm/sec)

                 25     20     15     10
                                                    900
                                                    1000
                           DATA FROM: National Oceanic Data Center
Figure 62.   Geostrophic  flow profile  for a deep-basin area
             between  Stations 91 and 92,  Hidalgo  Cruise
             62-H-3,  March, 1972.
                           312

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indicated,  eastward at up  to  1.2 cm/sec down to  550 m (1,804 ft), and
thereafter again westward at greater depths, but at  less  than 1 cm/sec.

Biological Characteristics

Open Ocean Environments of the Gulf of Mexico--

     In open ocean environments  of the  Gulf of Mexico, far  removed  from
effects of proximity to land, virtually all primary  production is performed
by  phytoplankton.  Due to its  dependence on sunlight,  phytoplankton
production is limited to the  upper (< 100 m usually)  sunlit layers of the
gulf.  All other life in these environments is dependent on the fixation of
carbon  by phytoplankton,  and  hence  production by  the phytoplankton is
essential  to all higher trophic levels.   Phytoplankton production in the
Gulf of Mexico is primarily  limited by the availability of nutrients
(especially  nitrogen as nitrate or ammonium), which are typically  in  very
low concentrations in the  upper  100 m.  Nutrients are  supplied  to the
phytoplankton either by upward transport  from  deeper, nutrient-rich water,
or  by  excretion  of animal  wastes.   As  a  consequence  of the vertical
stratification of the  water  column,  the supply of  nutrients from deeper
waters  is slow.  Regeneration of nutrients by animals is important,  but due
to losses from the  upper  layers (e.g.,  the  sinking of fecal  pellets), it
cannot  completely  supply  the required nutrients.   Since nutrients are in
short supply, jDhytoplankton production in the western Gulf of Mexico is low
[290 mg C m'^day'1;  El-Sayed and  Turner (1974)],  and  consequently,
production at all  higher trophic levels is also low,  relative to coastal and
nearshore areas.

     One  result of  the supply of nutrients from  deeper  waters is that
phytoplankton biomass  is  often greater  deep  in the euphotic  zone  than at
shallower depths.  Hobson  and Lorenzen (1972)  reported, for instance,  that a
subsurface maximum in chlorophyll a_ concentration  (a commonly-used  measure
of phytoplankton standing  stock)  was  typically found at depths  between 50
and 90  m  in the  Gulf of  Mexico.   During  times  when the  subsurface
chlorophyll  maximum was well  developed, the top  of the pycnocline was often
at less than 100  m depth.   When  the  top of the pycnocline was depressed
below about  100 m, no subsurface chlorophyll maximum was observed.   Hobson
and Lorenzen (1972) suggest  that  these results indicate that  the depth of
the chlorophyll maximum is  influenced by the depth of the pycnocline, and
that this  association is probably  caused by the distribution  of nutrients
near pycnoclines.   This is  supported by the data of  El-Sayed  and Turner
(1974), who  found that at more than 90 percent  of the stations occupied in
the Gulf of  Mexico and the  Caribbean,  maximum chlorophyll £ concentrations
coincided with the depth of  the nitrate nutricline.   The  depths of
development of the  chlorophyll maximum do not appear  to  be related to
subsurface light intensities (Hobson and Lorenzen 1972).

     Hobson  and Lorenzen (1972)  reported  that  the phytoplankton in the  Gulf
of Mexico  was  dominated numerically by coccolithophores and  diatoms, and
that numbers  of  cells decreased with  depth even in the  presence of
subsurface chlorophyll  maxima.   Thus, it is likely  that the  cells  within
these maxima  have increased  their  chlorophyll  content,  perhaps as a
                                  313

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mechanism of adapting to the lower light  intensities.  Other authors  (e.g.,
Hulburt and Corwin 1972) have also noted  the dominance of the Gulf of  Mexico
phytoplankton  by coccol ithophores, notably Coccolithus huxleyi.  The  fact
that phytoplankton of the open Gulf  of  Mexico were predominantly small was
verified by El-Sayed  and  Turner  (1974), who reported  that nanoplankton
(cells < 20 urn in diameter) contributed  83 percent of the total  chlorophyll
and 84 percent of the  primary productivity  in these  waters.   Hulburt and
Corwin (1972)  noted, however, that phytoplankton were more abundant over the
continental  shelves of the Gulf,  and  that diatoms  were  the dominant
phytoplankton  near  shore.  They  suggested  that the  nutrient-poor water
offshore "can  support only  the coccolithophorid type of flora."   Diatoms are
also the dominant phytoplankton  near the Mississippi  River delta (Simmons
and Thomas  1962).

     Oceanic  phytoplankton  are primarily consumed  by  zooplankton, many of
which filter  these small cells  from  the  seawater.   Since body-size  of the
grazer  is  often  smaller when the food  is predominantly  small, oceanic
zooplankton are typically small relative to  those in coastal  and nearshore
areas.  This  is especially  true in the  Gulf  of Mexico, where,  as indicated
above, small  coccol ithophores are  the dominant phytoplankton.   Iverson and
Hopkins (1981) reported, for instance,  that  microzooplankton,  collected in
the  central  Gulf of Mexico  by  filtering the contents  of water bottles
through  a  30-um  gauze, averaged 10 times the  number  and one-third the
biomass of the larger  zooplankton  sampled  with a 162-um net.  Near the
surface, small  calanoid copepods  predominate, while at  intermediate depths,
larger calanoid copepods and euphausiids are  abundant  (Iverson  and Hopkins
1981).  While  many zooplankton species  inhabit  the euphotic  zone,  others
perform die!  vertical  migrations  which  bring them into the  euphotic zone
only at night.  Iverson and  Hopkins (1981)  reported,  for instance, that
increases  in  zooplankton  biomass in the upper  50 m  at night and  in the
300-600  m  zone in  the day  were  likely the  result of  such  migrations.
Zooplankton occur at all depths throughout the water column in  the Gulf of
Mexico,  but  those  occurring  below about 200  m  are almost  exclusively
carnivores  and/or detritivores.

     All  animals larger than zooplankton which inhabit  the water column are
classified as  nekton.   This group  includes  not only  fishes, but  squid,
shrimp, whales, dolphins, etc.   Common  fishes occurring near the surface in
Gulf of Mexico waters include flying  fishes, white (Tetrapturus  albidus) and
blue (Makaira  nigricans) marl ins, dolphins  (Coryphaena hippur'us), sail fish
(Istiophorus  platypterus),  spearfish  (Tetrapturus pfluegeri),  and yellowfin
(ThunnusTTFacares) and bluefin (T.  thynnus]  tunaJI  Marine mammals  of the
Gulf of Mexico include various  whale  and  dolphin species.   The  larger  nekton
species are generally strong  swimmers  which  range  over large  areas  of the
oceans and  are not restricted to  a single geographic area.  Because primary
production  is  low in the  open waters  of the  Gulf  of Mexico,  and because
these larger  species of nekton are a number  of trophic levels  removed from
the primary producers, they are  quite rare considering  the total  expanse of
the Gulf of Mexico.  Nevertheless, certain species (e.g., tunas) are known
to school,  and consequently they may  be abundant in a given area  for a short
period of time.
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     Many small  nektonic  species  in  the Gulf of  Mexico  inhabit mesopelagic
depths (100-1,000 m), and many  of these perform die!  vertical migrations
into the epipelagic zone (<  100 m) (cf. Hopkins and  Baird  1975,  1977).
While these species  are widespread,  individuals  of these species are not as
wide-ranging as  those of  the larger, epipelagic  species.

     With the notable exception of flying fishes,  which attach their eggs to
floating objects, most pelagic fish  species  lay  and  fertilize their eggs in
the  sea  itself.  The  eggs  and larvae,  collectively  referred to as
ichthyoplankton, are carried  about  by the  currents.   The larvae  are
typically very small, and dependent on plankton  for food.

     Benthic animals, including both  organisms living in  and on the  sea
floor and demersal  organisms swimming just above  the  sea  floor, are entirely
dependent  on  the production  of organic matter  in  the overlying  waters.
Organic matter is transported  to the benthos in  the deep Gulf of Mexico by
sinking carcasses,  fecal  material,  exoskeletons, and detritus, and by  the
vertical  migrations  of some nektonic species.   Since the supply of organic
matter is inversely  related  to  the  distance from the  surface, and since
primary production  in the Gulf of  Mexico is  low,  deep benthic life there is
sparse by comparison to  benthic  communities in  shallow,  nearshore areas
(Rowe and Menzel 1971).   Rowe and  Menzel  (1971) found that the infaunal
biomass (expressed  in terms of wet weight, dry  weight, animal numbers,  and
organic  carbon) in  the Gulf of Mexico  decreased exponentially with
increasing depth.  Animal abundance and  biomass are quite low on the Sigsbee
Abyssal Plain, about  one-tenth the values observed at comparable depths on
the Atlantic Continental  rise  (Thistle and Lewis  1981).  The Sigsbee Abyssal
Plain, with depths  in excess of 3,700 m, has  been  formed with sediments from
the Mississippi  River.   During the  last glacial period (Wisconsin stage),
sediment accumulated  on the plain at the rate of about 60 cm/1,000 yr.   In
the past 10,000  yr  (since the  end of the last glacial period) sediment  has
accumulated more slowly (about 8 cm/1,000 yr)  (Gross.1977).

     Thistle and Lewis (1981)  indicate  that the quantitative  structure,
energetics, and physical and biological  control mechanisms of benthic
communities in  the  deep Gulf of Mexico are largely unknown.  It seems
likely, however, that the benthic organisms in  the deep Gulf of Mexico  are
similar  to those in the other  deep oceans of the world.   Hence, these
organisms are likely  to be either large, mobile scavengers able to  locate
and utilize large organic "windfalls" such as  carcasses, or very small  (less
than a few millimeters in length) and not very mobile organisms living on or
in the sediments.

Outer Continental Shelf Environments of  the Western Gulf of Mexico--

     The  productivity of the  nearshore waters of  the western Gulf of Mexico
is influenced by the  discharge of water  both  from  the Mississippi  River  and
from the  Texas rivers.   Near the  mouth of the Mississippi, phytoplankton
photosynthesis may be depressed by high  turbidity, but at greater distances
offshore  (to 80  km),  enhancement  of  phytoplankton production (as evidenced
by elevated chlorophyll concentrations)  apparently  occurs (Riley 1938).   The
south Texas shelf can be divided  into several zones, based  on the source of
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freshwater  runoff (Kamykowski  and  Van  Baal en  1979).  The nearshore zone  (to
26 km from  shore)  is influenced  solely  by runoff from the  Texas rivers,
while  an offshore  zone (59-70  km from  shore) is influenced solely by
Mississippi  River water.   Between these zones  (26-59 km from shore),  two
mixing zones  occur:  an inner zone  of primarily Texas river water,  and an
outer zone  of primarily Mississippi River water.   Beyond 59 km from  shore,
increases in  surface chlorophyll  appear to be correlated with decreases in
salinity.   Inshore, phytoplankton  biomass undergoes  a strong seasonal  cycle,
but the magnitude  of  the  seasonal changes decreases with distance from
shore.

     Whereas the open  waters  of the  Gulf of  Mexico  are  dominated by
nanoplankton, especially coccolithophores, the  shelf waters are dominated by
netplankton,  notably diatoms  (cf.  Hulburt and  Corwin 1972).  Changes  in  the
abundance of  netplankton are  largely  responsible  for the seasonal  cycles in
phytoplankton abundance nearshore  (Kamykowski  and  Van Baal en 1979).

     It has  been suggested  (Iverson and Hopkins  1981)  that the Mexican
Current (a  western  boundary current in the Gulf  of Mexico analogous  to  the
Gulf Stream but smaller in  size)  may enhance phytoplankton  productivity
along its western edge by cross-stream transport of  nutrient-rich water into
the  euphotic  zone.   This  supposition  requires  further study  for
verification, however.

     Zooplankton collected  over the Texas continental shelf with 233-um mesh
nets were dominated by copepods  (Park 1975,  1976; as cited by Iverson  and
Hopkins 1981).  The dominant species varied with distance  from shore;
calanoid copepods  (e.g.,  Paracalanus, Clausocalanus,  and Acartia) were
abundant nearshore, while cyclopoid  copepods (e.g., Farranula, Oithona,
Oncaea) contributed significantly  over  the  outer sheTTiOFfier abundant
groups  included  ostracods, mollusks,  chaetognaths,  and  larvaceans.
Zooplankton  abundance  and biomass  decreased,  and  species diversity
increased,  with increasing  distance from shore.  As for phytoplankton,
zooplankton abundances had  the greatest seasonal variations nearshore, and
these variations decreased  with distance  from  the shore.  Radiolan'ans were
important components of  the  microzoopl ankton over the  Texas  shelf  (Casey
1976, as cited  by Iverson and  Hopkins  1981).

     Some  pelagic  fishes  of  the  open Gulf of Mexico are also common in
waters over the continental shelf  (e.g..,  dolphin); other abundant pelagic
fishes may be  more or less confined to  coastal waters  [e.g., Spanish
(Scomberomorus maculatus)  and  king (S. caval la)  mackerels,  bluefish
(Pomatomus  saltatrix).  little  tunny (EutTiynnus alletteratus);  (cf. Gulf of
Mexico and  South Atlantic Fishery  Management  Councils 1981).   Some  marine
mammals [notably bottlenose  dolphins (Tursiops truncatus)] are largely
confined to coastal  waters  in  the Gulf of Mexico.

     Due to the relatively  shallow water  column over the continental  shelf,
there is essentially no mesopelagic fauna there.

     Benthic  communities on  the  continental  shelf of the western Gulf of
Mexico are generally  separated  into three  distinct communities,  whose
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boundaries are delineated  by  type of substrate,  water  depth, and distance
from shore.   The  soft-bottom communities  are separated  into white-shrimp
(Penaeus  setiferus) grounds  (shore to  approximately 22 m depth)  and
brown-shrimp (P.  altecus) grounds  (22 m to at least 90 m depth, and perhaps
farther  offshore)  (Hildebrand 1954).  Each  has its own characteristic
invertebrate and fish  faunas.  Nearshore  disposal  of manganese nodule
processing wastes is not considered  to  be a viable option along the Gulf
coast, and therefore the discussion  of soft-bottom benthic  communities  which
follows will be  limited to the brown-shrimp  grounds of the outer shelf.
Along the seaward margin of the  continental shelf of  the western Gulf of
Mexico are found  a series of hard-bottom banks or reefs, which have a  fauna
distinct from the surrounding  soft-bottom communities (Bright et al., 1981).

     Due  in  part to the  commercial importance of  the  brown  shrimp,
considerable attention has been given to studying the  benthic macrofauna of
the brown-shrimp grounds.  Included are  studies of both the epibenthic
macroinvertebrates  (cf. Hildebrand  1954)  and the demersal  fishes
(cf. Chittenden and  McEachran  1976).  While  these studies  have concentrated
on waters less than  110  m  depth,  little work  has  been  done on the benthic
communities  between 110 m and the  edge of  the continental shelf (about
182 m).  Chittenden  and McEachran  (1976) contend, however,  that since only a
narrow portion of the shelf lies between 110-182 m depth,  the area may only
represent a transition zone  between  the  brown-shrimp grounds and  the
communities of the upper continental slope.   Although  the epibentic
macroinvertebrates of the  brown-shrimp grounds  are  reasonably well-known,
little work  has-been done on the  benthic infauna, especially the  meiofauna
(Thistle and Lewis 1981).

     Hildebrand  (1954)  reported that the dominant invertebrates of  the
brown-shrimp grounds included  the  brown shrimp, a crab (Callinectes danae),
a bivalve (Pi tar  cordata), a  conch  (Busycon contrarium).  and a starfish
(As t ro p ec t en  a n 1111e n s i s).   He  also listed the characteristic  demersal
fishes as being a flounder (Syacium  gunterii) and the  butterfish (Poronotus
triacanthus).  Hildebrand's (1954) study was confined to  the inshore portion
of the brown-shrimp grounds,  however,  and  since species diversity tends to
increase with depth across  the  shelf  (Chittenden and Moore 1977),  it is  not
surprising  that  other demersal  fish species  are more abundant farther
offshore.  Chittenden and Moore  (1977) report, for instance,  that  the  three
most abundant demersal  fishes at  110 m depth  were  the longspine porgy
(Stenotomus  cap/inus), the wenchman (Pri sti  pomoides  aquilonaris),  and  the
Mexican searobfn  (Wionotus paralatus).

     Fishes  characteristic  of  the  brown-shrimp grounds  are  less likely  to be
dependent  on the  estuaries  for  spawning and/or nursery  purposes than are  the
fishes  characteristic of the white-shrimp  grounds  inshore (Chittenden  and
McEachran 1976).  The  brown-shrimp  grounds  represent  a more stable
environment,  less subject to temperature or salinity variations, than  the
white-shrimp grounds, and  consequently it is  not surprising that species
diversity  is  higher  on the brown-shrimp grounds.  Seasonal  variations in
abundance  are also less  pronounced on  the brown-shrimp  grounds.
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     The type of  substrate obviously  plays  a large role in determining the
type of fauna found in a  given area.  Williams (1958) found  that shrimp
actively select the type of  substrate they  are associated with;  white and
brown shrimps are  found on the  terrigenous  muds common along the  Texas and
Louisiana coasts,  while pink  shrimp (Penaeus  duorarum) occur over calcareous
substrates (e.g.,  on the Campeche Bank north  of  the Yucatan  Peninsula).   The
fact that shrimps  select the  type of  substrate  they are associated with may
be of critical importance when considering possible implications of the
disposal of manganese nodule  processing wastes on the shelf.  Chittenden and
McEachran (1976)  suggest that the fish characteristic of each area may  also
be influenced by  substrate type.

     As mentioned  above, hard-bottom communities exist on a series of banks
occurring on the  seaward half of the  continental shelf in  the western  Gulf
of Mexico.  Bright (1977) has  grouped these  banks into  three categories
based on their biota and depth  of origin.   The first group includes banks
originating in 50-60 m of  water and  cresting  at depths of less than 25 m.
The biota of these banks is dominated by  fire  coral (Millepora  alcicornis)
and various sponges.  Banks representative of this group include  Stetson and
Sonnier Banks south of Louisiana (Bright et al.,  1981).  The second group
includes a number of banks  which do  not rise  as  close to  the surface as
banks  of the other  two  groups.    The  biota of these  banks  includes
antipatharian black corals (Cirripathes  spp.).  encrusting  coralline algae,
and gorgonians.   Banks representative  of this group include the  South Texas
Banks off the southern Texas  coast  (Bright  et  al., 1981).   The  third group
includes banks originating at  depths  of 100-200 m, and is typified by the
East and West Flower Garden Banks south .of Louisiana.  These two banks  bear
the most complete  and complex coral communities  on the northwestern Gulf of
Mexico  continental  shelf  (Bright  et al., 1981).  They  are,  however,
climatological ly  near  the limits  of existence for many  of the  resident
species, and at  least partially isolated from the gene  pool.  Bright et
al. (1981) suggest that because of this geographical  separation, they are
susceptible to collapse should  the  existing populations be destroyed. These
banks are of particular research interest because the biotic zonation at the
Flower Gardens has been described  as  one  of  the most extensive  of all  Gulf
of Mexico banks (Bright  et al., 1981).   Potential threats to  these reefs
already include  increased oil  and gas drilling in the area,  their close
proximity to major shipping lanes,  and increased recreational  use.   The
possible disposal  of manganese  nodule processing wastes in this area would
likely pose another threat to their continued existence.

     The topographic  relief of  the  aforementioned reefs  and  banks is
important habitat  for various tropical reef  fishes.  These  include snappers
(Lutjanidae),  groupers and  sea  basses (Serranidae) ,  tilefishes
(Branchiostegidae), jacks  (Carangidae), triggerfishes (Ball istidae), wrasses
(Labridae),  grunts (Pomadasyidae),  and porgies  (Sparidae).  Chittenden and
McEachran (1976) suggest that  as for the corals,  the northwestern Gulf of
Mexico  is a  near-marginal  environment for many of these  fishes, and  that
species  least  tolerant of lowered winter temperatures may be absent from the
northern Gulf.
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 Nearshore Environments  of  the Western Gulf of Mexico--

     As mentioned above, nearshore  disposal of manganese nodule processing
 wastes  is not considered to be a  viable option along  the  Gulf Coast.
 Consequently, nearshore  environments  of this area will  not  be discussed
 herein.

 Western Gulf of Mexico  Fisheries-

     Fisheries considered  in this section occur in the western half of the
 Gulf of Mexico,  which lies off  the coasts of Louisiana  and  Texas.  The
 gulf's continental  shelf  is the  primary fishing  area.   The waters of the
 north central  gulf  which  include fishing areas for shrimp (Penaeus spp.),
 menhaden (Brevoortia patronus),  and bottomfish species may be considered
 "among the  most  productive fishing grounds  in the world" (Thompson and
 Arnold 1971).   Gulf fisheries currently account for approximately 25 to 37
 percent by  weight  of the total  U.S.  landings (Pequegnat et  al., 1978).
 Estuaries  are  an  integral  part  of the life  cycles  of many  of the
 economically important  fish  species in  this region.   It is estimated that
 more than 90 percent of the U.S. gulf commercial catch is made up of species
 that spend  part  or all of their lives in estuarine  areas (Thompson and
 Arnold 1971).   Moreover, nearly all   of  the  gulf coast catch, including most
 of the menhaden,  is made within a few miles of the coast (Pequegnat et al.,
 1978).   Among the  important  commercial  fishes, only groupers and red
 snappers (Lutjanus  campechanus) are  caught  beyond the 12-mi  limit; combined
 they constitute  only  about  1 percent  of the  volume  and 2  percent of the
 value of the total  gulf catch (Pequegnat et  al., 1978).

     In 1980,  Texas and Louisiana commercial  landings totaled 684,833 mt,
 valued at $331.9  million (Resource Statistics Division  1981). Landings from
 the two states represented 77 percent of the entire gulf catch and  accounted
 for 72 percent of the  total gulf landing value  during 1980.

     Approximately  75 percent of  the gulf fish catch is used for  fishmeal,
 oil, or other processed products  (Thompson  and Arnold 1971).  The most
 valuable gulf  fishery  is for the various shrimp species  (Thompson  and Arnold
 1971).  The  gulf  shrimp fisheries  account for 67 percent  of  the catch by
 weight and 83  percent of the ex-vessel   value of U.S. shrimp landings (GMFMC
 1980a).

     Fishing  Areas--Brown shrimp  (Penaeus a 2 tec us)   fishing  grounds are
 located  along  the Texas and Louisiana coasts.The fishery  occurs  in depths
 to 91 m, but  is  generally conducted  in waters of less than  55 m (GMFMC
 1980a).   The  annual catch of  brown  shrimp  for  the  entire  gulf during
 1959-1975  averaged  27,397 mt (GMFMC  1980a).

     Fishing areas  for white shrimp (Penaeus setiferus)  occur  primarily
along the  Louisiana coast and  in the  Campeche Bank  area   off  the Yucatan
 Peninsula.   This  is  a shallow  water fishery generally conducted  at depths
less  than  27 m.   The largest  U.S.  catches  occur  in  the area  west of the
Mississippi  River to Freeport,  Texas  (GMFMC  1980a).   Annual  landings of gulf
white shrimp during  1959-1975  averaged  14,878 mt (GMFMC  1980a).
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     Minor fisheries  for  royal  red shrimp  (Hymenopenaeus  robustus) and
seabobs  (Xiphopenaeus kroyeri)  also  occur  in  the western  gulf.  The
deepwater royal  red shrimp  are  harvested at  depths of 183 to 549 m  in the
area  southeast  of the Mississippi River  Delta  (GMFMC  1980a).  During
1959-1975,  annual gulf landings of  royal  red shrimp averaged 376  mt  (GMFMC
1980a).

     Seabobs  are caught  incidentally to  other shrimp fisheries  in  waters
shallower than 13 m primarily off  the Louisiana coast (GMFMC 1980a).   Annual
gulf landings of seabobs during  1959-1975  averaged 635 mt  (GMFMC  1980a).

     The average annual ex-vessel  value  of the gulf shrimp fisheries  during
1970-1977 was $183.5 million (GMFMC 1980a).   Texas accounts  for 42 percent
of the average  shrimp catch value, followed by Louisiana  at 36 percent
(GMFMC 1980a).   Brown  shrimp is  the  most valuable species,  accounting  for 56
percent of the  average shrimp  catch  value  during  1968-1977,  followed by
white shrimp  which contributed 30  percent  (GMFMC 1980a).

     The densest concentrations  of groundfish occur in the  inner  shelf areas
of the gulf (depths less than 64 m)  over silty-clay substrates (GMFMC  1981).
The principal fishing  grounds for  species  utilized in the  production of fish
meal, oil  and other processed products  occur east of the  Mississippi delta
(GMFMC 1981).  Atlantic croaker  (Micropogon undulatus) is  the  target species
for this fishery, accounting  for  69 percent  by  weight of the catch  (GMFMC
1981).

     The commercial groundfish food  fishery is centered near Southwest Pass,
Louisiana,  in water depths  of 9  to 36 m  (GMFMC 1981).  The  important species
include  Atlantic  croaker,  spot  (Leiostomus  xanthurus),  sand  seatrout
(Cynoscion  arenarius). and  silver seatrout  (C.  n'othus)  (GMFMC 1981).
Although not  target species, Atlantic  cutlassfish (Trichiurus lepturus) and
sea catfish  (Arius felis)  are also abundant in trawl  landings.

     Total  annual landings  of groundfishes are approximately 56,000 mt, of
which 50,000  mt are utilized for  petfood  and 6,000 mt for  human  consumption
(GMFMC 1981).

     Gulf of  Mexico menhaden support the  largest domestic fishery in terms
of quantity of landings.  Although three menhaden species  occur in  the gulf,
a single species,  (Brevoortia patronus)  comprises  over  99  percent  of the
menhaden  catch  (Nicholson  1978).   The  fishery for fishmeal  and oil  is
cantered between Empire and Intracoastal  City, Louisiana  (Nicholson  1978).
Between 85  and 90 percent of the purse  seine sets are made within 24 km of
shore in  this area (Nicholson 1978).  Over 95 percent of  the  menhaden catch
is comprised  of 1- and 2-year old  fish.

     The  Gulf menhaden catch during 1979-1980 averaged  740,724 mt with an
average value of over $71 million (Resource Statistics  Division  1981).
During 1970-1973,  over 80 percent  of  the menhaden catch was made in
Louisiana, while  Texas landings  accounted  for approximately 4 percent
(Nicholson  1978).
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     The reef fisheries of the  Gulf  of Mexico target on demersal  snappers
 (lutjanids, 15 spp.),  groupers (serranids,  15 spp.),  and seabasses
 (Centropristis  spp.)  (GMFMC 1980b).   The red snapper  (Lutjanus campechanus)
 is the primary  target species along  with other Lutjanus spp. in the western
 gulf.  Directed  reef fisheries  for groupers  and the yel1owtai1  snapper
 (Ocyurus chrysurus) are confined to  Florida waters (GMFMC 1980b).  The  hook
 and  line reef fisheries are  conducted  in waters  overlying the continental
 shelf  (< 183 m depth)  (GMFMC 1980b).  Productive  fishing areas are
 associated with reefs or  reef-like  hard  bottoms.   Overall, the reef
 fisheries are of  lesser importance in  the  western gulf than in the eastern
 gulf, where over  87 percent of the reef  fish  landings occur (GMFMC 1980b).
 During 1970-1976,  gulf  commercial reef  fish  landings have ranged between
 7,496 mt (1973) and  8,532 mt (1970),  with  an  average value of $8,013,000
 (GMFMC 1980b).

     The reef  fish  stocks in many  gulf  areas  may  already be severely
 depleted due to overexpl oitation.  The  Gulf  of  Mexico  Fishery Management
 Council has designated  particular areas as  stressed in terms of  resource
 abundance.  In  the western  gulf,  the  region  extending from  the
 Louisiana-Texas state l.ine to the 95° meridian out  to the 30 m depth contour
 is considered a stressed area by the council (GMFMC 1980b).

     There  is great  potential  for expanding  and/or  developing other
 fisheries in the Gulf of Mexico,   High seas pelagic species  which could
 support domestic  fisheries include tunas and  tuna-like fishes ("scombrids),
 flying fishes (exocoetids), sharks (carcharhinids) and billfishes  (Xiphias
 gladius,  istiophorids ).   Iwamoto (1965) reported that  commercial ly
 exploitable stocks of four species  of  tuna [skipjack (Euthynnus pel ami s),
 yellowfin  (Thunnus ajbacares),  blackfin  (_T.  atlanticus),  bluefin
 (_T. thynnus)] are found  in  the  northern gulf area, especially in waters
 overlying  the  continental  slope  between  the   183-m and  1,830-m depth
 contours.   In the northern gulf, sharks  and billfishes are abundant in the
 Mississippi  Delta  area  (Bullis et al.,  1971).   Coastal  pelagic schooling
 fish such as anchovies (Anchoa spp.)  are also  abundant but underutilized in
 the  delta  region.  Gulf shel f  bottomfishes (e.g.,  sciaenids, demersal
 sharks) and shellfish (e.g.,  lobsters,  crabs,  clams) are also abundant and
 could support major fisheries.  At present,  the  commercial  fishery potential
 of the continental  slope of the northern Gulf of  Mexico  is not being
 exploited in any  systematic way (Pequegnat et  al.,  1976).   Exploratory
 bottom longlining operations  in this area  (Nelson and Carpenter 1968) have
 revealed  commercial quantities of fishes  [notably  tilefish  (Lopholatilus
 chamael eonti ceps) and yellowedge grouper  (Epinephelus  fl avolimbatus)] at
 depths  of 183 to 365 m over the  continental  slope, especially  off the Texas
 coast.

     In  summary, the major western Gulf  of Mexico  fisheries are conducted in
 relatively  nearshore shelf waters.  The most valuable domestic  fishery for
 shrimp  occurs in the coastal  regions of Texas, Louisiana, and Mississippi.
 The largest  U.S. fishery  for menhaden  is also conducted primarily in the
nearshore  areas  of  Louisiana.   Therefore, selection of a  site  for  the
disposal  of manganese nodule  processing wastes  should include  consideration
                                  321

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of potential  impacts on these  highly productive fishing  grounds.  Due to the
potential  importance  of currently  unexploited  fish stocks  over the
continental  slope, the potential  impacts of waste disposal  there should also
be evaluated.

     Fishery  Biology—The general  life cycles  of the important gulf shrimp
species are  similar.  Adult brown shrimp  spawn during  spring through early
summer in water depths of less than 18 m.   Year-round  spawning takes place
at depths  of 46  to 110 m (GMFMC  1980a).  White  shrimp typically  spawn
repeatedly during  spring through fall at  depths ranging  from  7 to 31 m
(GMFMC 1980a).   Brown  and  white  shrimp  larvae  are  pelagic  and are
concentrated  off the Texas coast.  Brown  shrimp larvae are  abundant during
August to November  in  water  depths of 27  m  and are  also  found  in large
concentrations at depths ranging from  48 to  82 m during September to
November (GMFMC 1980a).   White  shrimp larvae  are  found in  shallower areas
(14 m) offshore of Texas during  May to August.

     It has  been suggested that  brown shrimp postlarvae  burrow into offshore
substrates to overwinter prior to entering estuaries (GMFMC 1980a).

     Estuaries serve as important nursery  areas for brown  and white shrimp.
Their  food  consists of detritus, algae, and  microfauna  (GMFMC  1980a).
Juveniles enter the coastal  estuaries during  spring  through early fall.
Brown  shrimp  adults migrate from the estuaries  into the  gulf  fishing grounds
from May through November (GMFMC 1980a).   The  adult  white shrimp migration
period is somewhat later, occurring during September through  November (GMFMC
1980a).

     Royal  red shrimp  and  seabobs  are not  estuarine dependent.  The life
cycles of these species  occur entirely within the offshore waters of the
gulf.   Royal  red  shrimp  spawn  during the winter and spring months and
seabobs reproduce during July  through December  (GMFMC  1980a).

     Adult shrimps are opportunistic  omnivores  and subsist  on a variety of
plant and animal material.  Brown shrimp,  white shrimp,  and seabobs prefer
substrates  consisting  of soft mud  or peat  with large amounts of decaying
organic  matter  or vegetation  (GMFMC 1980a).   Royal  red shrimp  have no
apparent  substrate preferences,  and  are found  on  sand, silty  sand, or
calcareous  sediments (GMFMC 1980a).   Shrimps, once offshore, do not
generally display extensive  migrations,  although some onshore-offshore
movements have been documented (GMFMC 1980a).

     Many of  the groundfish species harvested  in the  western Gulf of Mexico
share common  life history characteristics.  Spawning  occurs  in the gulf and
early developmental stages inhabit  the  estuaries (GMFMC 1981).  During late
juvenile  stages,  there is an offshore migration.   Adults  predominate in
nearshore coastal  areas of the  gulf.   Highest  densities of groundfishes
occur over shallow,  silty  clay  regions (GMFMC 1981).  Water temperatures
influence migratory patterns; adults  move shoreward during the summer and
retreat offshore during winter months (GMFMC 1981).
                                  322

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     Rapid growth and high natural  mortality rates  are  characteristic  of
most groundfish species  (GMFMC 1981).   A variety of benthic organisms are
preyed upon by groundfishes.

     During fall  and  winter, adult  menhaden move offshore to overwinter  in
inner and mid-shelf areas.  It is believed that  spawning occurs during this
period (Gallaway  and  Strawn 1974).   During the following fall and  winter,
larvae  enter estuaries  where they feed on phytoplankton  and detritus
(Gallaway and Strawn  1974).  Adults  return to nearshore areas in the spring
and are abunda.nt  in  near surface  waters until  fall (Gallaway and Strawn
1974).

     Similar to juveniles, adult menhaden are  also  pianktivores,  feeding
primarily on phytoplankton.

     Little specific  life  history information  is available for reef  fishes.
For red snapper,  the  major species  in  the fishery, spawning occurs on the
gulf shelf during  June  to October  (GMFMC 1980b).   Adult  red snapper are
found in areas associated  with coral  reefs or limestone outcroppings (GMFMC
1980b).  During the winter, adults  congregate at depths of 30 to 65 m.   An
inshore movement  occurs during  the summer to depths  of  20 to 30 m (GMFMC
1980b).  Extensive migrations have  not  been  demonstrated for red snapper;
older, larger fish tend to be distributed in  deepwater areas to the  edge  of
the continental shelf (GMFMC 19805).

     Shrimp grounds are nursery areas for  juvenile croakers, which occur  in
depths of 10 to 35 m  over  saad or mud substrates (GMFMC 1980b).  Juveniles
primarily forage  on  shrimp.   Adult croakers are presumed  to be  bottom
feeders taking a  variety of fishes and squid.

     Summary--Common  characteristics of the species of economic importance
in the western Gulf of Mexico include  shelf  spawning, pelagic larvae, and
estuarine nursery areas.   Due in part  to the commercial  importance of the
gulf fisheries and their  almost  total  dependence on coastal  and estuarine
waters, nearshore disposal of manganese wastes  is not contemplated  for the
gulf area.  However,  it is  important that the shelf spawning  areas  and the
distribution  of pelagic larvae be considered  in  selecting  an offshore waste
disposal  site in  the  gulf.

     The productive  habitats of  the  commercial  species  must also  be
considered prior to  selecting a disposal method and  location.   Special
consideration should  be given to  shrimp  and groundfish fishing  areas  as well
as regions including coral  reefs  or  limestone outcroppings, which  are
important to  reef fishes.

SOUTHERN CALIFORNIA BIGHT

Physical  Characteristics

     The  southern  California Bight,  which  extends from the  California-Mexico
boundary  northward to Point  Conception  (Figure 63) is morphologically
classed  as  a continental  borderland.  The  profile  of  this type  of
                                   323

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                120*W
119'
117*
 34°N
90.70
                                                    :-::: LOS; ^vXvX::-:-:-:::-:-:-:-:-:
                                                     ::;: ANGELES
                                                        REFERENCE: Uchupi  and Emery. 1963.
            Figure  63.   The southern California  Bight.
                                           324

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continental  margin  is  much more  irregular than the  marginal  plateau,
shelf-rise and marginal  depression  types of margins which also exist  along
the western coast of North  America (Figure 64).   The southern California
continental margin  consists  of a very narrow shelf down to approximately  the
100 m (328 ft) depth,  a  limited basin  slope,  a relatively wide borderland
having a series  of  basins and interbasin  ridges, and  a  true continental
slope which extends  to the deep-sea  floor.   Within the borderland  there  are
more than 20 basins extending  as  deep as 3,000 m  (9,842 ft) separated by
submarine ridges, banks, and islands which  reach elevations of 500 m  (1,640
ft) above  sea  level (Uchupi  and  Emery 1963).  The  basins contain  thick
sediment fills whereas the higher areas consist  of sedimentary, igneous,  and
metamorphic rocks.   Shelves  around  the  islands  and along the mainland  coast
resemble typical continental  shelves  except  for being much narrower.  A
number of submarine  canyons cut across  the shelf providing pathways  for
offshore transport  of  coastal sediments.   The seaward  boundary of the
borderland province  is distinguishable  by a  continental slope followed  by an
8 to 20 km (4.3 to  10.8  nmi) wide  ridge at depths of 400 to 1,600 m  (1,312
to 5,249 ft).  Beyond  the  ridge the topography deepens abruptly, dropping to
the ocean basin at  3,400 to  3,800 m (1.8 to  2.1  nmi).

Bathymetry—

     Continental  Shelf--The Bight  continental  shelf  ranges  in width from
about 1 to 23 km (0.54 to  12.4 nmi), averaging  6.5 km (3.5 nmi) and extends
down to a depth of  approximately 200 m  (656  ft).  Maximum widths of greater
than 12 km (6.5  nmi)  occur  at four places; the U.S.-Mexican border,  San
Pedro  Bay, Santa Monica  Bay,  and east of Santa Barbara  (Figure 63).
Although each area  is at the  mouth of a river, the  added width  cannot be
attributed to delta  formation since  rocky  bottom prevails  at each  site.
Irregular rocky bottom,  present at many places on the  mainland  shelf, is
even more common  on the  island  shelves, and is most  abundant on  the flat
bank tops.  In addition  to these rocky  areas, the shelves and bank  tops have
a series of  step-like terraces similar to those on  adjacent land  areas
(Emery 1960).

     The southern California coast  has been dynamically active throughout
its history.  Seismic  activity and  sea  level changes have changed the
position and  shape  of  the  coastal  area  significantly.  Upland erosion has
contributed vast  quantities  of sediments to  the  coastal waters  with  ultimate
deposition in the deep basins.   The detrital  material is afforded passageway
to the deeper areas  via  numerous canyons incising the mainland  shelf.   Major
submarine  canyons  in the southern California Bight  include Scripps, La
Jolla, San Gabriel,  Redondo, Santa  Monica,  Dume, Mugu, and Hueneme.  Of all
the sediments of  the mainland  shelf, those  composed  of detrital  fragments
are by far the  most  common, and an  estimated  80  percent of the  shelf surface
is covered by such  sand-sized sediments.

     Continental Slope—Off .southern California the  continental  slope
descends from an  outer deep ridge  of  the borderlands  to  a depth  of  about
3,400  to 3,800 m (1.8 to  2.1  nmi)  (Uchupi  and Emery 1963).   Much of the
slope  is continuous from  the  crest of the  ridge  down to the continental
rise.   However, in  some  areas it is discontinuous,  with  breaks marked by
                                   325

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                                MARGINAL PLATEAU
CO
ro
cr>
                                             CONTINENTAL BORDERLAND
-1
-2
-3 KM
                                                D
                                                         MARGINAL DEPRESSION
                                                     KILOMETERS
                                               VERTICAL EXAGGERATION 15 X
tl
0
-I
-2
-3
-4KM
                                                                                                       N
                                                                                                      /N
                                                                             REFERENCE: Curray 1969
                  Figure 64.  Profiles  illustrating morphological  types of continental margins  off  of
                              western North  America.

-------
spur-like ridges which  are  50 to  100 m  (164 to 328 ft)  high.   The
continental slope in  this  region has  an  average width  of about  10 km (5.4
nmi) and its gradient  ranges from 10° to  17°,  averaging about 12°.  The
slope has a northwest trend  and  is  in line with slopes  in  regions to the
north and south.   Submarine canyons have not been  recognized on the slope
although several  gaps and offsets are present.

     Continental  Rise--The  rise off southern  California  is poorly developed
or missing, and  its position at the slope's  base is occupied by a shallow
marginal trench.   Where present,  the  rise is only a few tens of kilometers
wide and  is  very irregular.   In  this region the  surface of  the  rise is
broken by three  seamounts, only  the  largest of which  (San  Juan) has been
surveyed and named.   It is  33 km  (17.8 nmi) long, 3,000 m (9,842 ft) high,
and oriented  in  a northeasterly  direction.  Deep-sea  channels are also
present on the continental   rise but are not  common.

     Abyssal  Sea Floor--The topography  of the  abyssal sea  floor  off
California is of diastrophic origin (volcanic, faulting,  and folding) except
where sediments  have  blanketed it (Emery  1960).  South of Point Conception,
bottom smoothness ceases   and  the  topography is highly  irregular due to
sediment from the land  being intercepted by  the basins of the continental
borderland.  Numerous seamounts are also  present on  the  abyssal floor.   One
of these, San Juan Seamount (near 33°N, 121°W), has the appearance of a
volcano;  however, others  have flat  tops.   Since erosion  is virtually
nonexistent on the abyssal   floor, the  flat tops suggest planing off during a
lower relative stand  of the sea.

Circulation Patterns—

     In the north Pacific  Ocean, strong  westerly winds at high latitudes
move the water eastward,  and the  strong  and constant trade winds  farther
south push the water westward.   Both the winds  and the  water in the north
Pacific Ocean go  through a  large clockwise  circulation  pattern called  the
North Pacific Gyre.   The northern limb of the Gyre feeds  the southward  flow
along  the west  coast of  the  United States.  Beneath this flow  and
concentrated over the  continental slope is  a northward flow.   These  two
currents essentially  form the California Current System.

     There is some  confusion  in nomenclature used   for  the currents
comprising the  California  Current System.   Following Mickey's  (1979a)
convention,  the California  Current  refers  to the southward flow,  the
California Undercurrent refers to the northward flow at  intermediate depths
over the continental slope, and  the Davidson Current  refers to the northward
surface flow  that occurs  north of Point Conception during the fall  and
winter.  The  Southern California Countercurrent refers to  the northward  flow
which is  found south of Point Conception,  inshore of the  Channel  Islands in
the California Bight.  Thus, the California Current System is comprised of
the southward California  Current and the  northward flowing California
Undercurrent,  Davidson Current,  and  the Southern California Countercurrent.

     California   Current—The title "California Current" applies  to  all
southward  flows in the North Pacific Gyre  adjacent to the west coast of  the
                                  327

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United States (Reid et al.,  1968).   It is a  broad  [500 to 1,000 km (270 to
540 nmi)],  weak  (5 to 10 cm/sec),  southflowing eastern  boundary current
extending from Washington to Baja California.  Reid  (1965) states that it
has become common to arbitrarily define  the western  boundary of  the
California  Current at a distance of  1,000  km  (540 nrm )  from shore.   The
water carried  south by the California  Current is cooler than the waters
farther offshore and is also characterized by its low salinity, high oxygen,
and high phosphate.

     At most latitudes, there  exist two  regions of strong southward flow.
The nearshore  region is most fully developed  in  spring  and early summer
south of Cape Blanco.  The offshore region  is  most fully developed in  late
summer or fall.  Its mean annual location appears to be about 430 km  (232
nmi)  from  the  coast off Cape Mendocino and  270  km  (146 nmi) off Point
Conception.  South  of Point Conception,  the  offshore region of southward
flow moves  somewhat closer to the coast so that off  Cape San Lazaro, Mexico,
the  nearshore  and offshore regions of southward flow  are not  usually
distinct (based on  available data).  From Cape Mendocino southward, a second
offshore region  of strong southward  flow occurs  year-round.  The region
moves closer to shore toward the south,  being  850  km  (459 nmi) offshore at
Cape Mendocino and  500 km (270 nmi)  off Cape  San Lazaro.

     California Undercurrent — The California Undercurrent flows northward
below the California  Current,  at intermediate  depths  beneath the pynocline
and seaward of the  continental shelf.  It is  much narrower  [approximately 50
km  (27 nmi)  in  width] than the overlying  southward-flowing California
Current.   The  Undercurrent is  sometimes referred to  as the California
Countercurrent, which  should not be confused  with the Southern California
Counter Current discussed in the  following section.  The Undercurrent, which
is believed to  have  the  Equatorial Pacific water mass  as  its source, is
characterized by high temperature,   salinity,  and phosphate concentrations,
but is low  in dissolved oxygen.

     The observations of the  California Undercurrent have  been made all
along the coast through development of dynamic topographies and by direct
current measurements  (Hickey  1979a).  Reid  and Schwartzlose (1962) first
presented the evidence  that  the northward  flow might have  a  relatively
narrow, high speed  core.  Drogue measurements  along lines at 30°N and  36°N
have indicated a northward flow  with widths  of 30  to  70 km (16 to 38 nmi),
and maximum speeds of 15 to 20  cm/sec.   The  measurements  of Wooster and
Jones  (1970) indicated an undercurrent  jet  in August, 1966, off northern
Baja California.   The jet at between 200 and 500 m  (656 and 1,640 ft) had a
width of about 20 km (10.8 nmi),   a thickness of  300 m  (984  ft), and an
average speed of 30 cm/sec.   A similar  jet  (Figure   65) was observed with
direct current measurements  off Washington  during July-September (Hickey
1979a).  The width  over the slope  was  20 km  (10.8 nmi),  the thickness was
about 200 m (656  ft),  and  the  maximum  current speed at the  core was 16
cm/sec.

     Southern Cal i forni a Counter Current — Flow in the  region from Point
Conception to  San Diego  has  tfeeni described in terms of the  Southern
California  Eddy (Schwartzlose  1963), or Countercurrent  (Sverdrup and Fleming
                                   328

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          100
                   DISTANCE: OFFSHORE < km)
                  80      60      40
                                        20
                                              - IOOO
                                              - IIOO
                            REFERENCE: Hickey, 1979a.
Figure 65.   Current meter data averaged from July  21 to
             August 28,  velocity units are in cm/sec.
             Regions of  southward flow are shaded.
                           329

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 1941).  Generally,  the flow is  referred to as  a  countercurrent only when
 northward flow extends north around Point  Conception  (Reid 1965).  When the
 mainstream of the California Current approaches the coast, some of the water
 turns southward and  some northward,  so that an  "eddy" is formed north of
 Point Conception.  The southernmost  tip of the  eddy  can reach as far south
 as San Diego.  The  seasonal and  spatial  variations  in the flow have been
 intensively investigated  through dynamic  topography  development (Wyllie
 1966) and by current measurements (Schwartzlose  1963).  Dynamic height data
 indicate that northward  flow  is found  in  the  upper  half of the California
 Bight except during April,  and in the  lower  half of the Bight except from
 January to May.  The northward flow is fed  by the mainstream of  the
 California Current  which turns  eastward near 32°N.   The axis of the eddy
 usually occurs several hundred kilometers offshore, roughly in line with the
 coastline north of Point Conception.

     Northward flow in the Bight  is  sometimes continuous with the Davidson
 Current, particularly during  winter months  when the  term  countercurrent
 rather than eddy is  commonly  used  to describe  it.   However, the relative
 infrequency with which drift  bottles released  in the  Bight are retrieved
 north  of Point Conception  suggests that  the  northward  flow usually
 contributes the majority of its volume to  reci rcul ation in the California
 Current.  Drift bottle data also suggest that a  wind-driven coastal  current
 occurs inshore of the northward flow that forms the eddy.

 Representative Areas

     The physical oceanographic characteristics of three southern California
 Bight disposal  areas are presented in the  following section; a shelf/canyon
 area, a borderland  basin area,  and  finally a deep ocean basin area.  The
 information presented represents a synthesis of data obtained by review of a
 large number of references (Table 53).

 Shelf/Canyon —

     Shelf temperature profiles determine  the local  density structure much
 more than salinity, and change markedly from season to season (Figure 66).
 In summer there is a shallow warm layer which rarely exceeds 5 m (16  ft) in
 thickness,  followed  by  a  20 m  (66  ft) thermocline  having a gradient of
 0.25°C per meter, and an isothermal  (10°C)  bottom layer.  In the winter,  the
 difference between the mean surface  and  bottom temperatures is significantly
 reduced to 2.3°C, being only slightly colder at the bottom.  Below 20 m (66
 ft), the normal  winter  cooling  is  reversed, a  common  feature on the west
 coast shelf (Huyer 1977).  The average  shelf temperature is 15°C during  the
 summer and 13.6°C during the winter.

     Horizontal  currents on the  Southern California  continental shelf are
 variable, having root mean  square changes  in  a  few hours to 10 days which
 typically  exceed the seasonally averaged  mean values.   Typical speeds
observed  on the nearshore shelf are  from  7  to 10 cm/sec,  but can vary
between  no  current and 50 cm/sec  (Hendricks  1975).  During spring  and
summer,  when the water column  is thermally  stratified, surface and  bottom
currents may be  opposed, whereas during  fall and winter, the water column is
 less stratified  and the flow structure  is  more  unidirectional (Figure 67).


                                   330

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TABLE 53.  REFERENCES REVIEWED TO COMPILE PHYSICAL OCEANOGRAPHIC
      INFORMATION ON CHARACTERISTIC DISPOSAL AREAS IN THE
                   SOUTHERN CALIFORNIA BIGHT
                Dodimead et al., 1963
                Wyllie 1966
                Uchupi and Emergy 1963
                Emery 1960
                Hickey 1979a
                Reid et al., 1968
                Reid 1965
                Reid and Schwartzlose 1962
                Wooster and Jones 1970
                Hickey 1979b
                Sverdrup and Fleming 1941
                Schwartzlose 1963
                Huyer 1977
                Winant and Bratkovich 1981
                Hendricks 1975
                Hendricks 1980
                Wyllie and Lynn 1971
                             331

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SPRING SUMMER FALL WINTER

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                            REFERENCE: Winant and Bratkovich.  1981.
Figure 66.   Mean, maximum,  and minimum temperatures at  each
             depth and during  each deployment on the southern
             California Shelf.
                            332

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       SPRING
                 SUMMER
FALL
WINTER
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                           REFERENCE: Winant and Bratkovich, 1981.
  Figure 67.  Distribution of mean longshore currents  on  the

              southern  California Shelf. A positive  value

              corresponds to a current to the north.
                            333

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Mean surface  currents in all  seasons  sweep to the south.  At their  weakest
during the fall  they still  exceed  2 cm/sec.  Although the current  structure
has been found  to  be  similar in 60,  30,  and 15 m  (197,  98, and  49 ft) of
water, the amplitude of mean  currents is substantially reduced at  shallower
stations.

     The largest vertical shear in mean longshore velocities occurs during
the summer.  During this season the near-surface currents [measured  4 m  (13
ft) beneath  the surface in 60 m  (197 ft)  of  water] have  been  oriented
downcoast (southward) with a velocity of  6.2 cm/sec, whereas 28  m  (92  ft)
deeper  the mean current was  reversed, with an  upcoast velocity  of 4.1
cm/sec.   The  velocity difference over the  entire water column is reduced to
5 cm/sec at the 30 m (98 ft)  location,  and to 1 cm/sec at the 15  m  (49  ft)
location.  Cross-shelf current  measurements averaged over a relatively short
period  of deployment were within  error of zero for each  instrumented
location.  The  observations are thus unable  to resolve any mean cross-shelf
circulation  patterns  associated  with  upwellings and  downwel 1 ings.   The
temporal variability in  along-shore currents can  be significant, however.
Hendricks (1975) reports amplitude changes of greater than 20 cm/sec within
a day, and significant  differences in average  3-day velocities within a
week's time (Figure 68).  Median speeds  at  the 41 m (135 ft)  depth  have been
measured at 10.7 cm/sec in Santa  Monica  Bay and 9.4  cm/sec off  the Palos
Verdes peninsula (Hendricks 1980).   Figure 69 presents a measured velocity
distribution  for shelf, canyon, and slope stations in the California  Bight.

     Canyon flows are expected  to  differ from those of the nearby  shelf due
to the channeling effect of the canyon  walls.  Higher axial  current speeds
occur near the  heads of submarine  canyons  at a  more frequent interval than
at other bottom sites.  Persistent down  canyon  flows have  been measured
(average 5.5  cm/sec) for as much as  22  days.  About 5 percent of  the time,
speeds have exceeded 27 cm/sec, which is  sufficiently strong to  resuspend
organically enriched sediments.  It  should be noted that upcanyon movement
can occur as  well.  Although  a  downcanyon  speed of 3.8 cm/sec was observed
at the 384 m  (1,260 ft) depth  of  the Santa  Monica  Canyon one year,  during
another, net movement  was  upcanyon  at  3.3  cm/sec at  the  168 m  (550 ft)
depth.  Periodic turbidity currents are known to  flush accumulated bottom
material down canyon axes and into  basin or outer shelf areas.

     Background  dissolved oxygen (DO) levels at  a  shelf disposal  site will
be similar to that at the shoreward  CalCOFI  line 9 station  (90.28)  located
in approximately 200 m  (656 ft) of water  (see Figure 70).   Surface values
remain fairly constant near 8.6 mg/1  during the spring months,  decreasing to
7.9 mg/1 in the  winter.  At 100 m  (328 ft),  however, the dissolved oxygen
values are much  lower, ranging  from an April minimum of 2.5 to 3.0  ml/1 to a
high  in  December  of  4.0  ml/1.   At  200 m  (656  ft), dissolved  oxygen
concentrations below 2.0 ml/1 have been recorded between  February  and
August.

Borderland Basin--

     CalCOFI Station  90.45 which  is  in 900  m  (2,953 ft)  of  water is
representative  of  basin disposal  locations within the California Bight.
                                   334

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N30
  20
  10
co

i.
£    S-10
o
3   N10
>
                                            AVG. VELOCITY = 9.9 CM/SEC
                                            VARIANCE = 7.1 CM/SEC
             23 MAR
24 MAR
25 MAR
                                              AVG. VELOCITY = 5.6 CM/SEC
                                              VARIANCE = 3.8 CM/SEC
-10
 S-20
             16 MAR
17 MAR
                                                        18 MAR
                                                REFERENCE: Hendricks, 1980.
       Figure 68.  Alongshore current at 40-m depth  (55-m water
                   depth) off Point Loma, March, 1975,  showing
                   considerably  different flow conditions only a
                   week  apart.
                                 335

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     1.0
LL
O
£  0.5
_j
m
<
CD
O
tr
o.
    0.0
                         10
                              Shelf——— (40/55 m)
                                1  4/16- 5/17/79
                                211/22-12/20/78
                                3  8/ 3 - 9/5/78
                              Canyon — — — — —
                                1  9/29 -10/13/77 (60/170 m)
                                2  9/29-10/13/77 (167/170 m)
                                3  9/12 - 10/ 4/74 (369/370 m)
                              Shelf Bottom	
                                  2/6  - 31 6/78 (54/55 m)

                              Slope
                     20

                vr (cm/sec)
                                                         5/8  -, 6/12/78 (430/475 m)
                                                               I
 30
40
                                                          REFERENCE: Hendricks. I960.
        Figure  69.
Distribution  of  current  speeds
canyon,  slope, and  near-bottom.
- southern  California
                                         336

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IT     JFUAUJJISONOJ    JFM4MJJ1SONOJ

£         MEAN TEMPERATURE (°C)              MEAN SALINITY (ppl)
LLJ    0 |	         ,   0 ,
Q
    200
      JFMiMJJiSONDJ    JFMAMJJiSONOJ

        MEAN DISSOLVED OXYGEN (ml/1)             MEAN DENSITY (ot)
        NOTE: 1ml/l = 1.428 mg/1
                                       REFERENCE:  CALCOFI Atlas No. 25
     Figure  70.   Annual  temperature, salinity, dissolved oxygen,
                  and  density  distributions in the  upper 200  m
                  at CalCOFI Station 90.28.
                                337

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Annual variations  in the mean temperature,  salinity, density, and dissolved
oxygen expected  at  such a site are presented in Figure 71.

     Surface  temperatures typically range  from 19°C in August to as  low as
14.5°C in January.  A pronounced spring thermocline forms at 10 to 20 m  (33
to 66 ft) as  at  shelf stations, and tends  to persist through October.   The
salinity distribution in  contrast is  relatively  uniform in the upper 50 m
(164  ft),  increasing somewhat  beyond  the  100 m (328  ft) depth.  The
characteristic density profile exhibits  a strong density gradient associated
with ambient  temperature, following the same pattern as temperature  but in
reverse magnitude.  A very  strong density gradient forms  in  the spring,
becomes maximum  [sigma-t difference  is 1.0 from 10 to  30 m (33 to  98 ft)
depths] in  the summer and dissipates  in the fall.  Dissolved oxygen  values
are a maximum near the  surface (7.8  mg/1), decrease  with  depth, and are
relatively  constant in the upper 50 m  (164  ft) throughout the year.   At 100
m (328 ft)  and greater  depths, a  relatively pronounced  DO minimum  occurs
during June,  gradually returning to maximum values in December and January.
Concentrations below 2.1 mg/1 have been  recorded at depths beyond 300  m (984
ft) as indicated in Figure 72.

     Dynamic  topography contours  for  surface  geostrophic flows  relative to
flows at 500  m (1,640  ft) (Wyllie  1966)  for a mid-Bight  location such as
Station 90.45 indicate south to southeast  flows for February through June,
with northerly flows from July to  January.  Flows at a  200 m (656 ft) depth
relative to those  at 500 m (1,640  ft)  appear to be northward throughout the
year except during  March and April, when  calculated flows become very low.
Although monthly mean  charts serve only  as a guideline,  the trend  of the
southward-flowing  California Current moving inshore during April-May and
eliminating  the Southern California  Counter Current at  the  surface  is
evident, and  may happen briefly even  at the 200 m (656 ft) level.  Outside
of this period,  however, flows can be  expected to be  northward.  Dynamic
topography  charts  indicate approximate current speeds of from 0 to 10  cm/sec
at the surface,  and less than 5 cm/sec at 200 m (656 ft).

Deep Ocean—

     The typical  physical oceanographic  conditions which exist at deep-ocean
areas  off  the California Bight  are  presented  in  Figure  73 for CalCOFI
Station 90.70.   Surface temperatures  vary from 17°C  between August and
October to  a  low of 14.5°C between January and June.  At 100 m (328 ft) the
temperature  variation  is  slight,  remaining at  approximately 10.5°C.
Although a thermocline  is  present,  it is  far  less pronounced than  for
nearshore stations.  Surface  salinity  concentrations vary little, remaining
at 33.4 ppt.   An increase of 0.1  ppt  is apparent at depths of 100 to 200 m
(328 to 656 ft)  in  October and November.   The density  profiles appear to
follow the  water temperature  pattern in  the upper 50 m (164 ft),  and seem to
be dependent  primarily on salinity variations  in waters beyond  this  depth.
The maximum density gradient  occurs  in September  and October. Seasonal
density variation  at depths below 50  m  (164 ft) is small, amounting to
approximately 0.2 sigma-t  units or less.   Dissolved oxygen in  the surface
waters remains seasonally constant at 7.8  mg/1 and decreases approximately
2.9 mg/1  per  100 m  (328 ft) of  depth  from 50 to 200 m  (164 to 656 ft)
                                   338

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E  200
JFWiMJJiSONDj
      MEAN SALINITY (ppt)
          MEAN TEMPERATURE (°C)
     JFU4MJJ4SONOJ    JFMiMJJiSOMOj
        MEAN DISSOLVED OXYGEN (ml/1)
        NOTE 1ml/l = 1.428 mg/l
       MEAN DENSITY (ot)
                                      REFERENCE: CALCOFI Atlas No.  25
     Figure 71.   Annual temperature,  salinity, dissolved oxygen,
                  and density  distributions in the  upper 200  m
                  at CalCOFI Station 90.45.
                               339

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                              OFFSHORE
                                               in  N-CMOO
                                                       STATION
    300
                 MEAN TEMPERATURE (CC)
                    MEAN SALINITY (ppt)
                                                      STATION
                MEAN DISSOLVED OXYGEN (ml/I)


                            REFERENCE: Wyllie and Lynn, 1971
Figure 72.  Representative Line 90 vertical sections  for
            temperature,  salinity, and dissolved  oxygen.
                         340

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                                            	  /.31.0	
   ISO .
•=•200                                              _          _
•=•    JFMiMJJiSONOJ    JFUJUJJtSOHDJ

jE         MEAN TEMPERATURE ("C)              MEAN SALINITY (ppt)
     o.—,—,—,—,  .  , , .   ,—       ,   o
     jfMAUJJiSONDJ    JFUtWJJASONDJ

       MEAN DISSOLVED OXYGEN (ml/1)             MEAN DENSITY (ot)
        NOTE: 1ml/l = 1.428 mg/l
                                       REFERENCE: CALCOFI Atlas No.  25
  Figure 73.  Annual temperature,  salinity,  dissolved oxygen,
               and density distributions  in  the upper 200 m
               at CalCOFI  Station  90.70.
                              341

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There is evidence  of slight maxima in May  and minima in November.   However,
the annual  range at a given depth is  approximately only 1.4 mg/1  beyond 75 m
(246 ft) deep.  At 200 m  (656 ft), a value  of  3.6 mg/1  has been  reported.
As indicated in Figure 21, values as low as  2.1 mg/1 occur at depths beyond
300 m (984 ft).  Calculated geostrophic  flows at the surface relative to a
500 m  (1,640 ft)  depth  appear  to  be  between  2 and 15  cm/year to  the
southwest throughout  the year.   Maximum  currents  probably occur in the
June/July and November/December periods (Wyllie  1966).   At 200 m (656 ft)
relative to  500 m  (1,640 ft) currents,  the flows appear  to be much weaker,
being between 0 and 3 to  4  cm/sec.  For much of  the year (e.g.,  August to
December) the flow pattern appears to  be  poorly defined.

Biological  Characteristics

Open Ocean Environments off Southern  California--

     In open ocean environments beyond the continental slope offshore from
southern California, virtually all  primary  production  is  performed_by
phytoplankton.  Due to its dependence on sunlight, phytoplankton production
is limited to the  upper (< 100 m) sunlit  layers of the ocean in this region.
All other life  in  these environments is dependent on the  fixation  of carbon
by phytoplankton,  and hence production by  the phytoplankton is essential  to
all higher trophic levels.

     Phytoplankton  production  in waters of the California  Current  is
apparently not  nutrient limited,  in spite  of strong thermal  stratification
of the water column and low nitrate concentrations within  the euphotic zone
(Malone 1971).  Nanoplankton (phytoplankton with cells <  22 urn in  diameter)
accounted for 75 to  99 percent  of the  observed productivity and standing
stock in waters of the California Current, and this fraction was remarkably
stable geographically  (Malone 1971).

     In summer, a  subsurface chlorophyll  maximum is typically found near the
base of the  euphotic zone, at approximately 100 m depth (Malone 1971).   This
maximum is primarily due  to  increases in  the nanoplankton fraction,  while
chlorophyll  contained within  the netplankton  fraction   (cells > 22  urn in
diameter) was  relatively  uniformly  distributed with  depth  within  the
euphotic zone (Malone  1971).   The position  of the  subsurface  chlorophyll
maximum was  generally closely  associated  with the nitrate nutricline,  and
the shoaling of the chlorophyll maximum at  stations nearer the California
coast  paralleled the  upward trend of  the  isotherms and  nitrate  isopleths
(Malone 1971).

     In winter, the subsurface chlorophyll  maximum is still  present, but at
considerably shallower  depth (approximately 30 m;  cf. Malone  1971).  The
depths  of this maximum was  again closely  associated  with the nitrate
nutricline.

     The fact that phytoplankton production  in  California  Current waters
does  not appear to be nutrient limited  is likely related to the predominance
of nanoplankton  over netplankton.   Nanoplankton typically  have  lower
half-saturation constants for  nitrate  uptake (Maclssac  and Dugdale  1969-
                                   342

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 Eppley et al.,  1969),  and  are therefore able  to  photosynthesize at higher
 rates under low nitrate concentrations  than can netplankton.   In addition,
 it seems likely that  animals grazing on nanoplankton are smaller (e.g.,
 protozoans; cf. Beers  and Stewart  1969)  than those grazing  on  netplankton.
 As a consequence of  the short generation times of these small  grazers, the
 coupling between primary productivity  and  grazing would be  much closer for
 nanoplankton-based food chains than  for  netplankton-based food chains, and
 there would be  less  opportunity for unrestricted growth followed by nutrient
 limitation (Malone 1971).   Overall phytoplankton  production is low in the
 offshore waters of  the California Current  relative to that  in nearshore
 waters  over the continental  shelf  and  the continental slope, where
 phytoplankton  production  is enhanced  in  spring and summer by coastal
 upwelling (Malone 1971).

     Malone (1971) described the nanoplankton  fraction of the phytoplankton
 as being dominated by  flagellates, and cited the more detailed  observations
 of Reid et al.   (1970) which indicated  that the  nanoplankton were likely
 composed primarily of  naked dinoflagellates, "monads," and coccolithophores.
 The  netplankton fraction,  although  a  relatively minor  portion of  the
 phytoplankton community, was composed almost exclusively of  diatoms (Malone
 1971).

     Zooplankton inhabiting oceanic waters  off southern California include
 species  having a variety  of faunistic affinities.  Investigations  of
 zooplankton communities  in  the  California Current off Baja California
 (Longhurst  1967)  revealed that  species characteristic  of  Pacific
 Transitional  Water,  Central Pacific  Water,  and Tropical  Surface Water  were
 all present on  occasion.  The species characteristic of Pacific  Transitional
 Water are obviously  transported into the area  by the southward flow of the
 California Current,  while the tropical  species are  sometimes advected by
 occasional  northward movements  of tropical  water masses.   The Central
 Pacific  Water  species are  those inhabiting oceanic waters beyond  the
 California  Current.  Small  calanoid  copepods  (e.g., Paracalanus sp.,
 Pseudocalanus  sp.)  and cyclopoid copepods (e.g., Oithona simi_1i_s')  are
 abundant near the surface in oceanic  waters off southern California.  Arthur
 (1977) found  that the  small calanoid copepod,  Mecynocera clausii,  could be
 used as an indicator of offshore  water masses  in  this area, as it was  not
 found inshore.   Copepod nauplii  are particularly abundant in the California
 Current,  and  concentrations  of these nauplii   are important for  the
 successful feeding of many larval  fishes  (Arthur 1977).

     While small calanoid copepods predominate in the euphotic zone,  deeper
 layers are inhabited by larger copepods,  euphausiids, and other zooplankton
 species,  some of which perform diel vertical  migrations which bring  them
 into the euphotic zone  only at night.   Zooplankton  occur at all  depths
 throughout the  water column in the region offshore of southern California,
 but those  occurring  below  about  200 m are almost  exclusively carnivores
and/or detritivores.

     Common epipelagic fishes of  the California  Current include  sardines
 (Sardinops sagax), anchovies  (Engraulis  mordax),  jack mackerel (Trachurus
symmetricusj, sauries  (Cololabis  sal raj, and  albacore (Thunnus alalunga).
                                   343

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Marine mammals of  this  area include various  whale and porpoise species
(cf. Dailey  1974).  The larger  nekton  species are generally strong swimmers
which range over large  areas  of the oceans  and are not restricted to a
single geographic area.  Because  these large species of  nekton are a number
of trophic levels removed from the  primary producers,  they are quite rare
considering  the total expanse of  the oceans.  Nevertheless, certain species
(e.g., whales, porpoises, albacore) are known to  school, and consequently
they may be  abundant in a given area for a short period of time.

     A number of small nektonic  species in the  California Current region
inhabit mesopelagic depths  (100-1,000  m)  and some  of  these perform die!
vertical migrations into the epipelagic zone  (<  100 m) [cf. Wisner 1976].
While these  species are widespread,  individuals of these species are not as
wide-ranging as those of the larger, epipelagic  species.

     Most pelagic fish species  in waters offshore  of southern California lay
and  fertilize  their eggs  in the sea itself.   The  eggs  and larvae,
collectively  referred to as  ichthyoplankton,  are  carried about by  the
currents.  The larvae are typically very small, and dependent on plankton
for food (Arthur 1976).  The spawning strategies of many  of these fishes are
dependent on surface drift conditions, and  food  limitation during critical
larval  stages  of  these fishes may regulate their  reproductive success
(Parrish et  al., 1981).

     While  little  specific information  is  available  on deep benthic
communities off  southern California,  it  seems  likely that the benthic
organisms there are similar  to"  those in  the other deep oceans of the world.
The discussion of benthic animals presented  in  the Gulf of Mexico section is
applicable to southern California.

Oceanic Environments of the  Continental Borderland off Southern California--

     The complex topography  of  the sea floor off southern California renders
this  area  relatively  unique and  has  important implications for  the
biological  communities inhabiting the  area.  The  basins, ridges, banks, and
islands of  the continental  borderland encompass attributes of  both the
deepwater environments  farther  offshore  and  the nearshore environments
inshore of the borderland.

     The standing stock of  phytoplankton,  as  indicated by chlorophyll  a,
exhibits a  typical  onshore-offshore  gradient in  the southern California
Bight.   Eppley et  al. (1978)  reported that average  concentrations  of
chlorophyll  a within the  euphotic zone were generally <  1 mg m~3, except at
stations witTFin 3 km of the  coast,  where concentrations sometimes exceeded
10 mg m~J.   These gradients  were  persistent and  not  seasonal when based on
stocks per mj,  but the  gradients  were not so  apparent when stocks were
expressed per m*.   The latter fact is  expected because  the depth of the
euphotic  zone increases as one moves  offshore  (Eppley  et al., 1978).
Phytoplankton production  is  apparently limited, except during periods of
coastal  upwelling, by the  availability of fixed nitrogen, primarily as
nitrate.  The abundance of phytoplankton  was inversely related to the depth
of the nitrate nutricline (i.e., phytopl ankton was most abundant when the
                                  344

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nitrate nutricline was shallowest;  Eppley et al., 1978).   The depth of the
subsurface chlorophyll maximum was closely associated with  the depth of the
nutricline, and  not with a given light level (Eppley et  al.,  1978).  In the
offshore waters  (> 100 m depth),  the  depth of the nutricline is influenced
by variations in wind speed  and direction,  with maximum wind-induced
upwelling during  June (Eppley et al.,  1978).

     Small flagellates are the dominant phytoplankton in  this area, although
dinoflagellates  and diatoms are also abundant (Reid et al., 1978).  Diatoms
may become more  abundant during periods of coastal upwelling (Malone 1971).

     As for the  zooplankton farther  offshore,  the zooplankton inhabiting
waters over the  continental  borderland of southern California represent a
transitional  fauna which may include representatives of subarctic Pacific
waters to the north, Central  Pacific waters to  the west, and Equatorial
Pacific waters to the south, as well  as  species endemic to the area (Seapy
1974).   Abundant  calanoid copepods  include Cal anus paci ficus (=
helgolandicus),  Rhincalanus nasutus, and Labidocera tnspinosa (McGinnis
1971), whi1 e Oithona simiTi s is the dominant cyclopoid copepod.  While  many
zooplankton species inhabit the euphotic zone, others perform limited (< 200
m) die! vertical  migrations which bring them into the euphotic zone only at
night.  Zooplankton occur at all  depths throughout the water column in  this
area, but those occurring  below 200 m are  almost  exclusively carnivores
and/or detritivores.

     The  epipelagic  fishes common to the  California Current are  also
abundant over the continental borderland.   Included are sardines, anchovies,
jack mackerel, sauries, and albacore.   Notable  among  the marine mammals
frequenting the  area are the California gray whales (Eschrichtius robustus),
which  annually  migrate between feeding grounds  in the  Bering Sea  and
breeding grounds  off Baja California.

     The  deep basins  of  the California  borderland have  a  resident
mesopelagic fish fauna (Ebeling et al., 1971).   Many  of  the mesopelagic
fishes make diel  vertical  migrations into  the  epipelagic zone where  they
feed on zooplankton (Anderson 1967).

     The California  borderland  represents a variety of benthic habitats
because  of the  large variations  in depth and  distance  from shore.
Shallow-water subtidal  habitats may  be  found  as far as 180 km from shore
(e.g., Cortes and Tanner Banks; cf. Lewbel  et  al.,  1981), while relatively
deep basins (depths in excess  of 800 m)  may be  found within 5 km of shore
(e.g., Santa  Monica and San Pedro Basins; cf. Jackson et  al., 1979).

     Shallow-water benthic communities of the California borderland share
many species  with the  shallow-water  benthic communities nearshore, to be
described below.  Lewbel  et al. (1981)  reported, for  instance  that the
benthic  fauna of Cortes and  Tanner  Banks  could  be subdivided into  two
communities:   a shallow  (< 25 m) community  dominated by the southern sea
palm (Eisenia arborea), and a deeper (>  30  m)  community characterized by
encrusting red  coralline algae  (Li thophyl1 urn  proboscideum).  Relative
species  abundances  differed  from those at comparable  depths near  the
                                  345

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mainland, however, and there were  species notably absent (e.g., the giant
kelp, Macrocystis pyrifera).

     The benthic infauna  on the  sea floor of the California borderland
exhibit depth-related trends  to be expected in any marine benthic habitat.
Benthic infaunal abundance, biomass, and number of  species all decrease with
increasing depth (Mearns et al., 1979).   One  complicating factor, however,
is  that  the  dissolved oxygen  concentration in the  deep  basins may be
depressed (<  0.3 mg/1 ) due to  reduced water  exchange  and  organic matter
decay in the  basins  (Jackson  et  al.,  1979).   The benthic  fauna in these
basins is consequently depauperate relative to the fauna at similar depths
where oxygen  concentrations are higher (Mearns  et al., 1979).   Invertebrates
present  include polychaetes, arthropods,  echinoderms,  mollusks, and
coelenterates  (Mearns et al.,  1979).   Basins on the  outer shelf have
distinctly different  faunas than those  of the  nearshore basins (Hartman and
Barnard 1958, 1960).  Their faunas are more similar to the continental  slope
and shallow bottom faunas of  the North Pacific  (SCCWRP 1973).

     Within the  basins of the  continental  borderland is found  a  diverse
demersal fish fauna.  Common representatives  include longspine thornyhead
(Sebastolobus  altivelis), California rattail (Nezumia  stelgidolepis),
shortsplne thornyhead (Sebastolobus  alascanus), sablefish (Anoplopoma
fimbria) and  brown cat sharks  (Apisturus brunneus)  (Mearns  et al., 1979).
The peak biomass of bottom fishes  occurs  between  200 and 400 m, while fish
diversity remains  relatively  unchanged from  20 to 610 m  (Mearns  et al.,
1979).

Nearshore Environments of Southern California—

     The coastline of southern  California  includes both rocky headlands and
sandy beaches, but relatively few estuan'ne embayments (e.g.,  San Diego Bay,
Newport  Bay).   Only the open ocean environments  (exclusive of the
embayments) will be discussed below.   Each  represents a unique habitat for
marine organisms.

     Nearshore phytopl ankton communities exhibit a continuation of those
trends noted  above  for phytoplankton  further  offshore  (e.g.,
onshore-offshore gradients  of phytoplankton  standing stock and  primary
productivity, with the highest  values of each occurring nearshore).  Whereas
average  concentrations of chlorophyll  _a  within the  euphotic zone are
typically low offshore (< 1 mg  m"3), within 3 km of the coast  concentrations
sometimes exceed 10 mg m'J  (Eppley et al., 1978).  Although the depth of the
euphotic zone increases with  increasing distance  offshore (Eppley  et al.,
1978),  integrated  primary  productivity  is still  highest near  shore
[Institute  of Marine  Resources (1971)  and  Thomas (1972)  report values of
2,460 mg  C  m"^ day'1 and 1,972 mg C m'2 day1 for nearshore stations over
Scripps  Canyon and  off Camp Pendleton,  respectively].   Eppley et al. (1978)
demonstrated that the increase  in phytoplankton stocks with approach to the
shore at depths <  100 m is  consistent with  Riley's  (1967) model  which
attributes this effect to the increases  in vertical eddy diffusivity
associated  with  increased tidal  action nearshore.
                                  346

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     As in waters farther  offshore, phytoplankton production nearshore  is
apparently  limited, except  during periods of  coastal  upwelling,  by the
availability of fixed nitrogen, primarily  as nitrate  (Eppley et al.,  1978).
Phytoplankton production nearshore may be enhanced  by  tidal action,  internal
waves (cf. Kamykowski  1973),  and coastal  upwelling  (Eppley et al.,  1978).

     There  is  typically  a  subsurface chlorophyll  maximum at depths
corresponding to 3-30 percent of  surface irradiance, except during periods
of strong upwelling (Reid  et  al., 1978).   The subsurface chlorophyll maximum
layer is typically found in the thermocline and  in the upper portion  of the
nutricline  (Reid et  al.,  1978).   Phytoplankton  species  within the
chlorophyll maximum layer  change  more abruptly  with  distance offshore than
alongshore,  and give the impression of elongate bands  of phytoplankton
oriented parallel  to shore (Reid et al.,  1978).

     As for the zooplankton  farther  offshore,  the  zooplankton inhabiting
neritic waters of southern California represent a transitional  fauna which
may  include representatives of Subarctic Pacific  waters  to  the north,
Central Pacific waters .to the west,  and Equatorial  Pacific waters  to the
south, as well  as  species endemic to the  area  (Seapy 1974).   While many
zooplankton species inhabit the euphotic  zone, others perform die!  vertical
migrations which bring them  into the  euphotic zone  only at night.   Koslow
and Ota (1981) have shown  how the  presence of nearshore submarine canyons
serves to concentrate migratory zooplankton  species descending into  them.

     Abundant  pelagic fishes  of  the  southern  California  nearshore zone
include the aforementioned  anchovies,  sardines,  and jack  mackerel.  The
spawning of many of the pelagic fishes of this  area is closely linked  to the
prevailing current regimes (Parrish et al., 1981).   Food limitation  during
critical larval stages may regulate  reproductive success.   Lasker  (1975,
1978) has shown that successful feeding of  early  anchovy larvae is dependent
on concentrations of phytoplankton  within  chlorophyll maximum layers.  Such
concentrations persist only  in the absence of  storm-driven turbulence or
strong upwelling.   Sardines  and  jack  mackerel  spawn during the period of
maximum upwelling, and their  larvae  feed almost  exclusively on the early
stages of copepods  (Arthur  1976).  The abundance of copepods is largely
dependent on upwelling-related meteorological conditions prior to and during
the spawning periods, because  upwelling causes  increases  in  primary
productivity and results   in  copepod  reproduction (Parrish  et  al.,  1981).
Hence, conditions  favoring larval  survival are  quite different for anchovies
than for sardines  or jack  mackerel.   Similar relationships are likely to
exist  for other pelagic species of the  southern California  nearshore zone.

     Certain marine  mammals [notably  sea  otters  (Enhydra  lutris] were once
common in nearshore southern  California  waters, but now  are quite rare
(Dailey 1974).   Resident populations of some  pinnipeds [e.g.,  California sea
lion  (Zalophus californianus),  Stellar  sea  lion (Eumetopias jubatus),
northern elephant  seal (Mirounga  angustirpstris)] are found  on  some of the
offshore islands  (Dailey  1974).The California gray whale is the only
baleen whale commonly observed within several  kilometers  of the  southern
California  coast.   Several  porpoise and dolphin  species are  abundant in the
area and may enter  nearshore waters (Dailey  1974).
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     Rocky shorelines of southern California  provide hard substrate  for the
attachment of benthic  algae  and  many sessile animal  species.   In  certain
areas where benthic  algae  are  particularly abundant  (e.g., kelp beds), a
significant portion of the  community primary  production may be attributed to
these  benthic  macrophytes.  The  communities  inhabiting  these rocky
shorelines  are complex  assemblages of organisms which include
representatives of many of  those types  common on rocky shorelines worldwide
[e.g., starfish, limpets,  chitons,  barnacles, sea  urchins, sea anemones,
brown and red algae, etc.;  cf.  Bright (1974)].  In certain areas  where there
is adequate rocky subtidal  habitat,  kelp  [notably giant kelp (Macrocystis
pyrifera)] grows  in  large  quantities  and is  harvested commercial ly
(cf. Wilson et  al., 1978).

     Shallow sandy  subtidal  and  sandy intertidal  areas  of  southern
California are  inhabitated primarily  by  organisms which burrow into the
substrate for protection from wave action  and sediment scour  (Bright 1974).
Sand-bottom areas  are subject to considerable  seasonal and year-to-year
variation, and hence the  abundance of  organisms at any given  location
undergoes substantial fluctuations.

     A relatively unique  feature of nearshore  environments  in  southern
California is  the  presence  of submarine canyons which extend  from  the
coastline to deep  basins and troughs  offshore (SCCWRP  1973).   These
submarine canyons  serve as  conduits  for  the  transport of  sedimentary
material  into the  deeper waters offshore,  and  may be considered  for the
disposal  of manganese  nodule  processing wastes.   These  canyons contain a
unique and varied fauna.   Hartman  (1963) found that  30-60  percent of the
species found in one canyon were  not found in adjacent canyons, indicating
some degree of  isolation (Fay 1972).  The  indigenous fauna in these  canyons
must be adapted to widely varying environmental conditions (e.g., shoreward
movement  of upwelling  waters,  seaward  transport of sedimentary material)
which can change quite rapidly  (SCCWRP 1973).  In general,  the diversity and
abundance of animals decrease with depth within the canyons, and  the  benthic
biomass there is intermediate between  that  on the shelf and in the deeper
basins of the continental borderland.

Southern  California Fisheries--

     The  fisheries considered  in  this  section  occur in  the  Southern
California Bight, an area of about 41,000  to  51,000 km2, which is bounded to
the north by Point Conception  and to the south by  Point Descanso, Mexico
(Mais 1974).  Major commercial  fisheries conducted in  the  bight focus on
pelagic species  such as tuna  (Thunnus  spp.,  Euthynnus spp.) and schooling
fishes  [e.g., northern  anchovy fEngraulis  mordax), jack mackerel (Trachurus
symmetricus)] which are caught  with  purse  seines, gill  nets,  and
hook-and-line gear.   The  continental  shelf  is extremely  narrow,  ranging from
1  to 23 km in width,  with the wider  areas found  in the northern portion of
the bight.   Because  of the  limited  shelf area and  some  regulatory
limitations, trawl  fisheries are not as important in Southern California as
in areas  to the  north (Leet and Cramer 1971).
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     The main fishing ports in Southern  California  are  Santa Barbara, San
 Pedro, and San Diego (Leet and  Cramer 1971).  The latter  two  areas were the
 leading U.S. ports in terms of landing values  in  1980;  $121.9 million for
 San Pedro, $110.6 million for San Diego.  Combined landings  at San Pedro and
 San Diego exceeded 262 million  kg in  1980 (National  Marine Fisheries Service
 1981).

     Pishing Areas—The tuna fisheries  are the most  important in Southern
 California.  The main species which  support the tuna  industry are yellowfin
 (Thunnus albacares) and skipjack  (Euthynnus pelamis), which are taken off
 the coasts of Central and South America (Frey  1971).  The local fisheries
 for albacore (Thunnus alalunga) and  bluefin (Thunnus thynnus) depend upon
 these species migrating into the bight.

     The albacore  fishery is  generally  conducted 80 to 124 km offshore,
 beginning in June  by trollers and  bait boats  (Browning 1980).  Albacore
 arrive when offshore water  temperatures range  between 15.5 and 20° C, and
 then they continue northward  up  the coast  following the warm water (Frey
 1971).  Poor year-class strength  drastically  affects the fishery because  1
 and 2 year old fish are the  primary age classes taken  in the fishery.

     Bluefin tuna occurring  in  the bight are landed  by the local purse seine
 fleet,  which also participates in  the oil and meal  reduction fishery.
 Bluefin tuna are taken between  Baja California  and Point Conception during
 July and  August (Frey  1971).   The highseas  fleet accounts for about 95
 percent of the catch of this species.

     Pacific bonito (Sarda chiliensis) are primarily taken incidental  to the
 troll and purse  seine fisheries for tuna.  Bonito's chief  importance in
 Southern California is to the recreational fishery (Frey 1971).

     The  oil  and meal  reduction  fishery  targets primarily on northern
 anchovy and to a lesser extent  on  jack mackerel, Pacific mackerel  (Scomber
 japonicus), bonito, bluefin  tuna, and squid  (Loligp  spp.)  (PFMC 1978a).  The
 Pacific sardine (Sardinops sagaxj and Pacific  mackerel were the traditional
 species supporting the fishery, but  these stocks are  now  extremely depleted
 (MacCall  et al.,  1976).  Recently,  there are  indications  that Pacific
 mackerel  abundance may be increasing  (Klingbeil  et al., 1980).

     The central  anchovy  subpopul ation is  the  most  abundant of the three
 west coast stocks.   The bulk of the  population  occurs in  the Southern
 California Bight  (PFMC 1978a).   The  oil  and meal  reduction fishery is
 centered in the  channel  region extending from  Santa Barbara - Santa Cruz
 Island to Santa  Catalina  Island - Dana Point, an  area  of approximately 6,800
 km2 (PFMC 1978a).

     The  Southern California  reduction  fishing fleet  consists of
 approximately 25 vessels  fishing in the  Catalina and  Santa Barbara channels
 (PFMC 1978a).   In  addition to the  reduction  fishery,  a small live bait
 industry  also harvests  anchovies in  Southern California.   The average annual
 value of these  two  fisheries during  1970-1975 amounted to $3.3 million, of
which 98  percent  was  attributed to the reduction  fishery (PFMC 1978a).
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     Over 90 percent  of the catch of jack mackerel, the second  major  species
supporting the reduction  fishery, is taken in the vicinity of Santa Catalina
and San Clemente Islands  and on Cortes Bank (Mais 1974).

     The market squid (Loligo opalescens) is  the major  squid  species  taken
in Southern California.   fhlTfishery occurs within 4.8 km of shore along the
mainland coast and around the channel  islands  (PFMC 1978b).   This  fishery
begins in December and  continues  until the  squid move northward in  spring.
Typically, fishermen  search the edge  of kelp beds  for  schools of spawning
squid.  The fishery occurs  in depths ranging  from 35 to 55 m  (PFMC  1978b).
Two types of methods  are  used to harvest squid; purse seines in deeper  water
areas and a light attraction technique in  waters of 24 to 33 m.   Average
annual landings  in California during  1970-1977  were 10,237,580 kg  (PFMC
1978b).  A large portion  of this total  was caught in Monterey  Bay, however,
and not in Southern California.   California accounts for 76 percent of the
nation's squid catch, which had  an  average  exvessel  value during 1970-1976
of $1.4 million (PFMC 1978b).  Squid  are  the most  important  underutilized
species in Southern California, although effort is increasing in the  fishery
(Mais 1974).  Fifty vessels  fished squid in  1970, but  by 1974, 126  boats
participated in the fishery (PFMC 1978b).

     The  groundfish  species of  Southern  California are  of secondary
importance in comparison to  pelagic  fishes.    Regulations and the narrow
shelf area of the bight confine trawling  to  the  Santa Barbara  Channel  (Frey
1971).  Depending on the  target  species,  trawls are  fished from 4.8 km
offshore to depths of 457 m  (PFMC  1980).   Rockfishes  (Sebastes spp.) and
flatfish such as California  halibut (Pa ra1i chthys ca1 i forni cus),  English
sole (Parophrys vetulus), petrale sole  (Eopsetta jordan"i")  and  rex sole
(Glyptocephalus zachirus) are the  major species exploited (Frey 1971; PFMC
1980).  Minor quantities  of lingcod (0 p h i o d on e1o n g a t u s) and  sablefish
(Anoplopoma fimbria)  are  also taken  by trawls!!   Trawl  landings  during
1975-1979 averaged 2,696 mt  in  the International North  Pacific Fisheries
Commission Conception statistical area which  includes the bight (PFMC 1980).
California groundfish landings in 1976 were valued at over $11  million  (PFMC
1980).

     In areas south  of  Oxnard,  trammel nets  are usually fished close to
shore in  shallow water.  The primary catch  is California halibut, with
incidental catches of petrale sole, rex sole, and various rockfishes  (Frey
1971).

     The rockfish fishery in Southern California  is primarily conducted with
gill  nets  and hook-and-1ine gear (Frey 1971;  PFMC 1980).   Bocaccio (Sebastes
paucispinis), chili pepper (_S.  goodei).  olive rockfish (_S. serranoides), and
yellowtail  rockfish (_S.  flavidus)  are  the main  species taken (PFMC 1980).
Olive rockfish school at depths ranging from  15 to 46 m and are harvested in
the vicinity of kelp  beds south of Point Conception and also around offshore
islands  such as  Santa Barbara  and San Nicolas (Frey 1971).

     A pot fishery for  sablefish has  been rapidly developing  since  1978 in
Southern  California.   Landings during  1975-1977  were less than 1,000 mt but
by 1979  over 4,000 mt were landed (PFMC 1980).


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     Miscellaneous fisheries  conducted  in the bight  include those  for
swordfish (Xiphias  gladius), California  barracuda  (Sphyraena argentea),
white seabass (Atractoscion nobilis), white croaker  (Genyonemus nneatus),
and surfperches (embiotocidsj^The latter  four  are  generally more important
to recreational  fisheries than to the commercial  industry.

     The specialized harpoon  swordfish  fishery is  centered in the channel
islands Basin between Point  Conception and San  Diego (Frey 1971).  Major
fishing areas are  associated with  islands,  banks,  mouths of submarine
canyons,  and at steep  submarine  ridges.   There is also a small-scale
longline fishery for  swordfish conducted at  the edge  of  the continental
shelf between Cedros Island and Cape San Lucas,  Baja California (Frey 1971).

     California barracuda are taken  with hook-and-line troll gear  and gill
nets.  The fishery  occurs primarily  during May  and June in the vicinity of
San Pedro, Santa  Barbara, and  San  Diego in relatively shallow (36m)  shelf
waters  (Frey 1971).   Currently, stocks  of barracuda appear to be  depleted
(MacCall et al.,  1976).

     White seabass  are also fished using gillnets and hook-and-line gear in
the coastal  waters  of  the bight  (Frey 1971).   This is a small  fishery with
approximately 15  vessels participating (PFMC 1980).  MacCall et al.  (1976)
reported that the stock was already moderately to  highly exploited.

     The white croaker fishery employs small  round  nets to  harvest this
schooling species in inshore  areas  ranging in  depth from 3 to 30 m  (Frey
1971).

     The two important shell fisheries  in Southern California are for  spiny
lobster (Panulirus  interruptus) and  abalone  (Haliotis spp.).  All  rocky
coastal areas from  Point Conception  to the U.S.-Mexican  border,  as  well as
the islands  and banks of the bight, are  important fishing areas for  lobster
(Frey 1971).  Most  pots  are  set  at  depths of less than 18 m; however, in
some areas pots are  set at depths to 64  m  (Frey  1971).  In 1969,  a  total of
nearly  140,000 kg  of lobster  was  landed  with  a value  of $300,000  (Frey
1971).

     The abalone  fishery is centered  in  the vicinity of kelp beds  near  the
Channel  Islands  and  Santa  Barbara.  Red  (Haliotis  rufescens), pink
(H. corrugata). white  (H. sorenseni),  and green  (H. fulgens)  abalone  make up
tTfe commercial  catch.  The fishery is  conducted "By divers at depths  ranging
from 8 to 24 m and at times extending to  55 m (Frey 1971).

     Squid may support  expanded  fisheries  in the future  in Southern
California (Mais  1974).   Both nearshore  and offshore areas  appear to be
equally productive for this resource.   Also, there is potential  for growth
in the reduction  fishery for  anchovies  and  jack mackerel  if other  markets
become established  (PFMC  1978a).  Similarly,  expansion may  occur  in  the
groundfish fisheries if markets and processing facilities are developed  for
currently underutilized species such  as sharks, skates, and rays.
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     In summary, the most  important fisheries  in the Southern  California
Bight  are  for pelagic species  such  as tuna and those exploited  by the
reduction  fishery.  Groundfish  fisheries are generally  of  less  importance
because of the limited extent of the continental  shelf and  some  regulatory
limitations.   It may not be desirable  to dispose of manganese nodule wastes
in the area of existing trawling  grounds off  Santa  Barbara.   The highly
mobile nature  of  the  pelagic species  and  the  wide areas  over which the
fisheries  are  conducted  make it extremely  difficult  to predict potential
impacts which  may  be associated  with waste disposal.

     Fish  Bio1ogy--A1bacore and  bluefin  tuna are seasonal migrants into the
bight  whose abundance is  influenced by  water temperatures and the
availability of forage species (Frey 1971).   The  fishery exploits immature
fish,  primarily  1 and 2 year  olds.    In the bight,  these tunas feed on
pelagic organisms  such as anchovies, squid, and euphausiids.

     Northern  anchovies spawn during late winter  in the  upper water layers
south of San Pedro when water  temperatures of 10 to  23.3° C occur  (PFMC
1978a; Hart 1973). Their pelagic eggs hatch within 2 to 4 days (Hart 1973).
Both  eggs  and larvae have  been encountered as  far  as 480 km  offshore;
however, greatest  densities generally occur inshore (Hart  1973; PFMC 1978a).
Anchovy year  class strength is directly associated with  larval  habitat
conditions. Favorable conditions for larvae  include dense  plankton  blooms
of edible  and  nutritious organisms  (PFMC 1978a).   Plankton production  relies
on upwelling,  the  timing and extent of which is influenced by wind patterns.
Severe storms  which interfere with  upwelling conditions are sufficient to
cause poor larval  survival.

     In the Southern California  Bight, anchovies  are widely distributed from
shore to 157 km.   Greatest  abundance is  usually within 37 km of shore over
deepwater  (> 183 m) basins  (PFMC  1978a).  Adult fish have been found to
depths of  300  m.   The most common  schooling behavior  for anchovies  is the
formation  of small, very low density aggregations in near-surface  waters
during  the day (PFMC 1978a).   At  night,  the  schools disperse widely
throughout the surface layer.  Longshore anchovy  migrations between southern
and central California have been  documented, and onshore-offshore movements
are common.   Adults  tend  to  remain  farthest  offshore (PFMC 1978a).
Anchovies  have been described as "indiscriminate filter feeders,"  taking
both zooplankton  and  phytoplankton (Frey  1971).  Small fishes may also
provide a  portion  of the diet.

     Jack  mackerel spawning populations  occur offshore between  Point
Conception  and Cape San Quintin with  peak spawning during March to July
(Frey 1971).   Females may spawn more  than  once  during the  season  (Frey
1971).   Their  pelagic  eggs hatch in 4  to 5  days.  Jack mackerel eggs are
among the  most  abundant fish  eggs collected in Southern California plankton
surveys (Frey  1971).  Small  juveniles are widely  distributed from 9 to 111
km offshore where  near-surface  schooling occurs  over deepwater basins  (Mais
1974).   Adult  jack mackerels  school at  depths  ranging  from  9 to 73 m  (Mais
1974).   Commercial concentrations are  found only in very  specific locations
with particular types  of habitat.   Preferred  habitats  include relatively
shallow (9  to  55 m) rocky banks, rocky  perimeters of offshore islands, and
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rocky coastal areas associated with  kelp beds  (Mais  1974).  Jack mackerel
are known to conduct onshore-offshore migrations.  Juveniles move inshore
from the offshore spawning  regions, and  the  adults  return to oceanic areas
as they mature (Frey 1971).   Coastal  migrations between  California and Baja
California also occur (Frey  1971).   Prey items include copepods, pteropods,
euphausiids, juvenile squid,  and anchovies (Frey 1971).

     Pacific bonito are  a pelagic schooling species  inhabiting the waters of
the continental shelf, primarily between Point Conception and Magdalena Bay
in Baja California  (Frey 1971).   Pelagic eggs, spawned during January to
May,  hatch in 3  days  (Frey 1971).   Little  information is available
concerning the migratory patterns  of this species.  Bonito  feed on pelagic
species including sardines,  anchovies, and squid (Hart  1973).

     In January and February, spawning  squid congregate in semi-protected
bays over sand bottoms in Southern  California (PFMC 1978b).  Fall  spawning
is also known to occur during some  years.  Egg capsules  are  attached to the
substrate and hatching occurs within  3 to 4  weeks  (PFMC  1978b).  Squid feed
on small fishes, shrimp, and  other  squid  (Frey 1971).   Little information is
available on migratory patterns of  squid.  General offshore movements occur,
followed  by inshore  spawning migrations.   Squid  of  all  sizes are  found
throughout the year in nearshore waters, however (PFMC  1978b).

     The biological aspects of groundfish  species are discussed in  the
section characterizing the  Pacific Northwest fisheries.  Only the species
which are of particular  importance  in the Southern California fisheries will
be considered here.

     California halibut  spawn during February to July in waters ranging in
depth from 5 to 18 m (Frey  1971).   Demersal eggs  are  produced but larval  and
post-larval stages are pelagic prior  to  undergoing  metamorphosis  and
settling on the bottom.   Northern  anchovies  are the primary forage species
although octopus, white  croaker, and queenfish  (Seriphus politus)  are also
taken  (Frey 1971).   Based on tagging  studies, juvenile  halibut do  not
undertake extensive  migrations although  adults may; onshore-offshore
movements are known to occur  (Frey  1971).

     English sole spawn  during October to May in the  Santa Barbara Channel
and in Santa Monica Bay (Frey 1971).   Both eggs and larvae  are  pelagic.
Important nursery areas  for  English sole include  protected inshore locations
such as embayments and  estuaries.   Benthic  food items  predominate in  the
diet and include segmented worms,  clams, and  small  starfish (Frey 1971).
English sole display extensive migrations in  California coastal  waters  (Frey
1971).

     Petrale sole spawn  in deepwater (274 to  366  m) basins during the winter
months  (Frey 1971).  Pelagic eggs  are produced.  Important food  items
include euphausiids, shrimp,  anchovies, and other small  fishes (Frey 1971).

     The four  principal rockfish species  in  Southern  California  are
bocaccio, chilipepper, olive, and yellowtail.  These  are ovoviviparous
species which produce  pelagic larvae.   Spawning periods for these species
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include  the  months  of November through  March.  Leet and Cramer (1971)
indicate  that rockfish larvae are among the most  abundant fish  larvae in the
California current,  exceeded only in  quantity by northern  anchovy and
Pacific hake (Merluccius  productus)  larvae.   Bocaccio  larvae have been
encountered  in  the upper surface waters  as  far as 483 km offshore  (Frey
1971).  Kelp  beds  in  Southern California are  critical habitat areas for
juvenile  bocaccio, olive  rockfish, and  yellowtail rockfish  (PFMC 1980).

     Rockfishes  feed on  various  organisms, including  euphausiids,
cephalopods,  crabs, and  small  fishes  (Frey  1971).  Preferred habitats of
chilipepper and bocaccio  are  hard,  rocky bottoms in depths  of 183  to  305 m
(Frey 1971).  Olive rockfish  inhabit shallower areas to 146  m  depth on kelp
beds and  rocky reefs (Frey  1971).

     Although there  is  not  a  directed fishery on hake in  the Southern
California Bight,  the region is vitally  important to the biology of the
species.   As  previously  discussed, a  hake  fishery is developing off the
Pacific Northwest coast.

     During the winter, mature hake congregate for spawning  in  depths of 183
to  503 m over  the California continental  slope  (Frey 1971).  The  main
spawning  area is between  Point Reyes,  California,  and Magdalena Bay, Baja
California  (Frey  1971)'-   The pelagic  eggs  and  larvae of hake are widely
distributed  and  have  been  found 644  km offshore  (Hart 1973;  Frey 1971).
Juvenile  hake occur in shelf  waters,  while  adults inhabit both shelf and
slope regions.   Over  the slope and shelf at depths  of 36 to  201 m, hake
schools consist of long,  narrow  bands  oriented   parallel to  depth contours,
from 61 m to  19 km in  length and with  a width  of  0.3  to  3  km (Frey 1971).
Most schools  range in thickness from  5 to  18  m (Frey 1971).  Generally,
schools remain just above the  bottom during  daylight  hours, and during the
summer rise  through  the  water column  and disperse at night  (Frey 1971).
These schools may persist for several  days  or  only for a  few hours.  Hake
feed on various  pelagic  fishes and zooplankton (Frey 1971).  Adult hake
undertake extensive  migrations during the spring  and summer into the
northeastern Pacific, with movements directed  towards shore and  into
shallower water.  Southward migrations  from  the Pacific  Northwest regions
occur during  late fall and  winter,  with hake moving  into the deeper  slope
waters for spawning (Frey 1971).

     Little specific biological  information is  available  for swordfish, a
wide-ranging pelagic species.  Adults are seasonal migrants into the
Southern California  Bight.   Evidence  indicates that swordfish  spend
considerable time feeding at depths of  305 m or more  (Frey 1971).  In the
bight, swordfish feed  on northern  anchovies,  hake,  jack mackerel,
rockfishes, and squid.

     California barracuda spawn  during May to July in Southern California
and may spawn more than once during the season  (Frey  1971).   Pelagic eggs
are produced.  Barracuda  school  relatively close to shore  and  migrate
northward along the coast and offshore islands   during  the summer,  and then
reverse  direction during  the fall  (Hart 1973).   This species feeds  on
pelagic fishes such as northern anchovies and Pacific sardines.
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     Peak spawning occurs during  May  and June in nearshore areas  for white
 seabass.  Apparently,  very specific  sites  such as off  Long  Point on the
 Palos Verdes Peninsula in  Southern  California  are utilized  for spawning
 (Frey 1971).  Little  information  is  available concerning the developmental
 biology of white seabass.  The  species is primarily  a  piscivore and also
 preys on crabs  and squid  (Frey 1971).

     White  croakers  spawns in the  spring in the nearshore area.  White
 croakers often  swim in  loose schools  at or near sandy substrates  at depths
 ranging  from 3 to 30 m  (Frey  1971).  Prey items include fishes, squid,
 shrimps, and a number of  benthic  invertebrates (Hart  1973;  Frey 1971).
 White croakers  which  inhabit areas of sewage outfalls in Southern California
 have developed physiological  abnormalities, including  oral  papillomas,
 exopthalmia (bulging  eyes), and deformed skeletons (Frey 1971).

     Lobsters mate during  January  to April and berried females  occur in
 shallow  (< 9 m) inshore waters (Frey  1971).  Eggs hatch in approximately 10
 weeks,  the phyllosoma  larvae undergo 12 molt stages to  the  final  puerulus
 stage; i.e., the  stage at  which the  larvae  resemble adults  (Frey 1971).
 Specific spawning  areas  have  not been  documented  but are  believed to be
 throughout the  range  of  the  adults  (i.e., rocky  coastal regions).  Food
 items include snails,  sea urchins,  sponges,  and rock scallops  (Frey 1971).
 Female lobsters move  inshore  in March  and April,  followed by  the males in
 May.  Both sexes apparently migrate  offshore in October (Frey  1971).

     Abalone begin spawning in spring and continue through summer  and fall.
 Spawning is triggered  by  rising water  temperatures and chemical stimuli  may
 also play a role (Frey 1971).   Pelagic larvae are  produced which feed on
 phytoplankton.   After  1 to 2 weeks,  the larvae settle  in rocky  areas  and
 begin  grazing   on  diatoms  and  coralline  algae  (Frey 1971).  As abalone
 mature, larger  macrophytes are included in  the diet.   The  kelps, Nereocystis
 luetkeana and Macrocystis spp., are the main  foods  of adult abalone (Frey
 1971).

     Summary—Pelagic  fishes  support  the  major  fisheries of  the  Southern
 California  Bight.   Because of their  wide-ranging habits and distribution in
 the water column it is  difficult to  predict the potential  impacts  which  may
 be associated with manganese  nodule processing  waste disposal.   The water
 column  effects of the wastes will  probably  be  the  most  significant
 consideration for  pelagic species.   For example, it  will be  important to
 evaluate the potential  toxicity of the waste material, the  residence time of
 the  wastes  in the  water column,  their  particle  size, and other
 characteristics.  Increasing water  turbidity may interfere  with  the
 schooling behavior of important  fish  species (e.g.,  northern anchovies, jack
mackerel, bonito).  Turbidity  could also alter  plankton  production, which
could result in poor survival  of northern anchovy  larvae and thus alter
population  abundance.

     The pelagic eggs and larvae of  other pelagic species,  as well  as those
of groundfishes  (e.g.,  English  sole,  petrale  sole),  may also be vulnerable
to the  water column  effects of  reject wastes.   Hake are of particular
                                   355

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concern in this  regard since the main  slope spawning  area  is  located at the
seaward boundary of the bight.

     The demersal  eggs of squid and California halibut may  be  susceptible to
the depositional effects  of the  waste  materials.  Adults may also be
affected if the  wastes contain  potentially  toxic substances.   Both  Dover
sole (Microstomus pacificus) and white  croaker which  inhabit  sewage outfall
areas in Southern California have developed physiological  abnormalities
which may be related  to sediment contamination.

     Waste disposal impacts on critical habitats  should  also  be  considered.
For example, rocky substrates associated  with kelp  beds  are important for
jack mackerel,  rockfishes, and abalone.

     In summary, it is difficult to predict  the magnitude  of  waste disposal
impacts on the  fishery resources of the Southern California Bight.  However,
potential disposal  sites  should be  evaluated  in terms  of  biological
importance to the species which support the fisheries  of  the region.

PACIFIC NORTHWEST REGION

Physical Characteristics

Bathymetry—

     The northwest offshore  region described in  this section extends from
Cape Mendocino  in northern California to Cape Flattery in Washington (Figure
74).  Major physiographic provinces include a continental terrace  consisting
of the shelf and slope,  the  Cascadia Basin,  and "a  province of irregular
topography on the western flank of  the  basin" (McManus 1964).  The Cascadia
Basin can be further  divided  into eastern  and western portions on  the  basis
of the Vancouver Valley and southern trend  of the  Cascadia  Seachannel (Gross
1965).  A major  bathymetric feature,  the  Mendocino  Ridge-Gorda  Escarpment
strikes east-west into the continental margin and  separates it from northern
California.  The major fracture zone  marks a regional  seafloor  change, to
the south of which floor  depths are  several  hundred meters  deeper than to
the north.

     Continental Shelf--The continental shelf in this  northwestern region is
generally narrower, steeper, and has  greater depths than average  values for
other continental  shelves of the world  (Shepard 1963).   From  Cape Mendocino
northward, the  shelf  tends to  widen,  from  30 km  (16  nmi)  on  the  average in
California to 40 km (22 nmi)  off  Oregon and  50 km (27 nmi) off  Washington.
Widest regions  of the shelf  of  approximately 65 km  (35  nmi) occur in the
Heceta Bank area  off  of  central Oregon  and  at  the  mouth of the Columbia
River.  The  narrowest segment  which is less than  10  km (5.4  nmi)  wide,
occurs off Cape  Mendocino.  The outer shelf edge occurs at  approximately 145
m (475 ft) off  Washington  and increases  in depth  going southward to  165  m
(541 ft) off central  Oregon and 185 m (607 ft) off northern California.  The
shelf break is most pronounced  off central  Oregon near  Heceta Bank  (Figure
75) and least evident  to  the north and  south of this point. At least six
submarine canyons transverse the seaward edge of the shelf. Shelf gradients
                                   356

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                                                           -4S°N
                                                	42°
132°
                             REFERENCE: McManus,  1964; Gross, 1965.
Figure  74.   Physiographic provinces off  northwest Pacific
             coast.
                           357

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I29°W
125°
                                                                120°
        Guide Canyon



         Aslorio Canyon
               Eel Canyon


           Mendocino Canyon
                                                                  49°N
                                                                 -  45°
                                                                   40°
                                  REFERENCE: McManus,  1964; Byrne, 1963a.
     Figure  75.   Relative positions of  major submarine  banks and
                  canyons off  Northwest  coast.
                                358

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 range  from 0.13 to 0.72° averaging less than 0.5° and are generally uniform
 out to the shelf break.

     Surface sediments of the nearshore zone are primarily sands consisting
 of detrital quartz and feldspar.  The  sand zone extends from the shoreline
 out to about 90 m (295 ft) off the northern and central Oregon coast (Byrne
 1962), but forms a narrow belt along the southern Oregon coast at depths of
 less than 50 m (164 ft).  Off the  Washington coast, the sand zone extends to
 depths of 50 m (164 ft)  or more.   Seaward of this  zone,  bottom sediments
 consist of patches of mixed sand and mud,  modern mud, and exposures of  bare
 rock.  The onshore-offshore movement of sand is greatest during the winter
 when longshore transport is to the north.

     A major portion  of the outer shelf is  covered by  unconsolidated
 sediment, with rock outcrops projecting  above the  shelf  floor in several
 places.  Such outcrops occur primarily  near the shelf edge where a number of
 individual banks exist at  approximately the  145  m  (476 ft) contour (Byrne
 1963a, b).  The three major shoals occurring on the Oregon continental shelf
 are the Stonewall, Heceta, and Coquille, with 60-73 m (197-239 ft)  reliefs.
 Published chart notations indicate a  hard brown clay  at  Heceta,  although
 Byrne  (1962) indicates  that  this is  probably  based on the  collection of
 shale  or mudstone.   Rocks collected   at  Stonewall  are dense light-gray
 fossiliferous mudstone  and dense gray siltstone  or fine  sandstone.  The
 lithology of Coquille has yet to be  defined.

     Continental Sjope--The relatively  narrow  northern California-Southern
 Oregon continentalsfielf  is  bordered  by  a topographically  complex slope
 which extends from the 145-185 m (476-607 ft) break to the deep sea  floor at
 approximately 1,800 m (5,905 ft) in  the south and 1,400 m (4,593 ft)  in the
 north.  The slope width varies from  approximately 45 to 55 km (24-30 nmi) in
 the south to between 60  and 80  km (32-43  nmi)  in  the north.   The  slope is
 convex in shape off southern Oregon, whereas the central  and  northern  Oregon
 slope  contains an  outer terrace zone or continental borderland, which
 disappears further to  the north  near  Vancouver Island  (Figure 76).   This
 seaward borderland is  approximately  50  km (27 nmi) wide with  narrow  north to
 northwest ridges and has a distinct marginal ridge.   The interior ridges are
 from 10 to 75 km (5.4-40 nmi)  long and  have reliefs  of up to 1,150  m  (3,773
 ft) (McManus and McGary  1967).   The average slope  gradients  are typically
 somewhat less than 2°, but range from 1.8°-2.0° in the south  to 1.2°-1.5° in
 the north.   Seaward of  banks, declinations  can be much greater,  however.
 For example, south of  the Heceta Bank the  slope gradient is  as great  as 40°
 at the onset of the escarpment, tapering  off  to first  16° and then again
 increasing to as much  as 30° farther offshore.

     Off both Oregon  and Washington, the slope is broken by  normal  faulting
 parallel  to the  shoreline, resulting in a  number of structural  benches and
 basins similar  to  those  associated  with the  side slopes  of  deep  trenches
 (Menard 1964).   As the terrace widens  to the  north  of the  Gorda Escarpment
 (Figure 77), a step develops at  about 900 m  (2,953 ft).   Seaward  of the
 step,  a marginal  ridge drops to  the deep-sea floor.   Cascade  Bench,  which is
one of the largest  on the  slope, occurs  between the 400 and  600 m depth
 (1,312-1,968 ft),  and another prominent bench occurs  near the California
border at depths of 500 to 700 m (1,640-2,297 ft).


                                   359

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             125'00'
                                    5   10

                                    VERTICAL X13
                                                                 TILLAMOOK
                                                                 •   BAY
                                                     45- 20	
-------
                                          S    0    N    D
                                  REFERENCE: Huyer and Smith, 1978.
Figure 77.  Monthly  mean values of  the  alongshore component
            of the currents off the Oregon coast.
                          361

-------
     Large submarine canyons notch  the upper-slope  and extend down  to  the
borderland.  For  example,  the  Astoria Canyon  (Figure 75) meanders through
the ridge topography, commencing about 18 km (9.7 nmi) west of the Columbia
River mouth at  the  182  m (597 ft)  depth.   The canyon  extends 31 km (16.7
nmi) down to a 1,000 m  (3,280 ft) depth,  turning to the  southwest  and
continuing 24 km  (13 nmi) to a  depth of 1,500 m (4,921 ft).  Thereafter  the
canyon  splits; the northwestern  arm leads to  the mouth of the  Willapa
Canyon, while the west-southwest arm continues  to  the head  of the Astoria
Fan.   The Fan, whose apex  is  located at the  1,830 m (6,004 ft)  depth,
extends 140 km  (75.5 nmi) to the west  and  230  km (124 nmi) to the south of
this point.

     Continental  Rise--Mendocino and Gorda Escarpments are  major bathymetric
features that strike east-west into  the  continental  margin.   A 300 km (162
nmi) long segment of the  oceanic rise,  Gorda  Ridge with its  crestal
mountains and median valley, lies  just north of  the Mendocino Escarpment.
The northern limit  of Gorda Ridge is formed by Blanco Fracture Zone, a 20 to
75 km (10.8-40.5  nmi) wide system of ridges and troughs that have an average
relief of about 900 m (2,952 ft), although depths exceed 5,100 m (16,732  ft)
in some troughs,  and relief  exceeds 2,750 m (9,022  ft) (Dehlinger et al.,
1970).   The rough topography of the 460  km  long zone  (248  nmi) acts as a
barrier to turbidity current dispersal, reflected  in the existence  of  the
deep-sea fans and plains in Cascadia Gap.   Therefore, much of the sediment
of Tufts  Abyssal  Plain must have  used that corridor.   A northern
continuation of the Blanco Fracture  Zone, the Juan de  Fuca  Ridge,  is more of
a low rise than a wel 1-developed ridge.   Seamounts and  furrows are major
topographic elements of this ridge.

     Abyssal Plain—Seaward of  ridges and fracture zones is the depositional
topography  of  deep-sea  fans and Tufts  Abyssal  Plain.   Deep-sea  channel
systems played  a  major role  in  construction of  the  low,  smooth topography
(average gradient 1.4 m/km)  cross  this region.   Gorda and Astoria Basins,
which are  part of  the  Cascadia basin,  are  sites of major  deep-sea fans
(e.g.,  Astoria  Fan  and Nitinat  Fan,  respectively).

Circulation Patterns-

     Northwest  coastal  currents  are  generally  parallel to local isobaths.
They have much stronger alongshore than  onshore components, are   highly
variable in both direction and  speed on a time  scale of  several days,  and
fluctuate  in direct correlation to sea  level  changes and  the longshore
component of the wind (Huyer and Smith, 1978).  The longshore  current  system
exhibits a significant seasonality,  with flows  being  generally northward at
all  depths in the winter and strongly  southward in the  spring and  summer
(Figure  77). A northward undercurrent develops  above the outer shelf  and
slope in late summer and early  fall  (Huyer et al., 1975).

     The most prominent  feature  of Pacific  Northwest  shelf circulation is a
southward  coastal  jet  during  the  upwelling season (Mickey  1979b).   In
spring,  the  center of the southward  flow moves  from  a summer  position of 15
km (8 nmi)  offshore to  within  10 km (5.4 nmi) of the coast.   The width of
                                  362

-------
 the  flow  increases at this time,  extending out  over the continental slopa
 (Huyer et al., 1978).  Currents at 25 to  40 m (82 to 131 ft)  depths have a
 net  annual southward movement  with  average speeds  being 10 cm/sec and 8.5
 cm/sec at these two  depths,  respectively.   Deeper, at  80 m  (262 ft), the
 average flow is typically much weaker and  there is little net displacement
 over long periods (Huyer and  Smith 1978).   Maximum monthly mean  velocities
 for  the mid-shelf area range  from  20 to 40 cm/sec.  Extreme currents at 20 m
 (66  ft) have exceeded 50 cm/sec in summer  and 100 cm/sec in winter (Figure
 78).  Maximum  surface  currents are likely to be even  higher than these
 values.

     Over the inner-shelf, the currents are  apparently much weaker than at
 mid-shelf.  Measurements  over 2-4 month  periods between July and October
 near the 50 m (164 ft) isobath indicate a weak average southward flow, which
 at times reverses.  When the  wind  stress remains southward for  several  days,
 an offshore  flow develops  (Figure 79),  with surface speeds of up to 20
 cm/sec.  Deeper shoreward replenishment flows below 15 to  20 m  (49 to 66 ft)
 water depths range from 5 to  10 cm/sec.

     Although  much less  is  known regarding  the outer-shelf circulation
 patterns, surface currents are generally  believed to be  southward.  Beyond
 the  shelf, geostrophic calculations  indicate a mean  southward  flow which is
 weaker than at mid-shelf.   Flows  of 13 cm/sec have been measured at 40 m
 (131 ft) depths in 500 m (1,640 ft) of water at the same section and time as
 shelf measurements indicating a continuum  of  southward flow seaward beyond
 the  shelf (Figure 80).

     At depths of 200  to 300  m  (656  to 984 ft)  there is  a  northward
 undercurrent (Favorite et al ., 1976), whose  presence has  been verified  off
 Oregon in spring  and early summer  (Huyer and Smith 1976)  and off Washington
 in the late summer and  early fall (Cannon  et  al.,  1975; Reed and Halpern
 1976).  Between  July and  September, the  northward flowing  jet  over  the
 Washington continental slope  has been observed to be 20  km (10.8 nmi) wide
 and 200 m (656  ft) thick,  (excluding flow  components below  5 cm/sec).   A
 maximum core speed of 16 cm/sec has been measured at a depth of 192 m  (630
 ft) in 600 m  (1,968  ft)  of  water (Hickey  1979b).   Below 60 m  (197 ft),
 slower northward  flow was  observed on the  average over a six-week period
 (July-September)  as  far  as  80 km (43.1 nmi) offshore,  across the slope  and
 over the entire shelf (Figure 65).

 Representative  Disposal  Site  Characteristics

     Typical  physical  oceanographic conditions at shelf, slope, and  basin
 sites off the Oregon  coast are presented in this  section.   Although  the
 salinity,  temperature, and density profiles are isolated measurements, they
do represent  conditions  expected during  the winter and  summer periods.   The
current  profiles  are mean currents  over the  winter and summer periods  of
deployment.   Further offshore,  over the lower-slope and deep-ocean  basin
where current measurements are  not available,  calculated geostrophic  flows
are presented.  The  physical  oceanographic  information presented is based  on
review of a relatively large number of  technical reports (Table 54).   The
locations  of the  stations  selected as  representative of disposal  areas  are
listed below and  shown in  Figure 81.


                                   363

-------
CO
en
                                 50
                                100
                                 '50
200
                                    .16
                                    .27
.22
                                    .19
                                                           Mo>. Speed
                                                          .  45*I6'N
                                                          Jul-Aug 1973
                                                                            58.
                                                                                    IOO
                                                                                        . IO5 IO8/
                                                          Mox Speed
                                                            45*N
                                                       28 Jon-27 Apr
                                                           1975
                                                    20
                                                              0

                                                             DISTANCE
                                                                                  20
                                                                        REFERENCE: Huyer and Smith. 1978.
                    Figure  78.  The  vertical-offshore distribution  of the maximum current speeds
                                 observed during July and  August,  1973, and  during February, March,
                                 and  April,  1975, off Newport, Oregon.

-------
   100
£
   200
                                     . •   Oregon
                    40             20
                 DISTANCE OFFSHORE (km)
                                   REFERENCE: Huyer, 1976.
Figure 79.   Onshore-offshore circulation pattern during
            summer upwelling.
                        365

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                                            -i 40
             50
DISTANCE OFFSHORE (KM) /


 40     30     20    10
                                              30  O


                                                 I


                                              20  cc
                                                 O
                                              10
                                              10
                                              20
                                              30
                                              40
                                              50
I
a,

e


1
LU
                               O
                               tr



                               x


                               o
                               to
     9  JULY

     14  JULY

     15  JULY

     16  JULY

     17  JULY ..
                                   REFERENCE:  Huyer 1974
Figure  80.  Components  of surface current vs.  distance  offshore

             the  Oregon  coast.
                              366

-------
  TABLE 54.  REFERENCES REVIEWED TO COMPILE PHYSICAL OCEANOGRAPHIC
            INFORMATION ON CHARACTERISTIC DISPOSAL AREAS
                      OFF THE NORTHWEST COAST
 McManus 1964
 Gross 1965
 Shepard 1963
 Byrne 1962
 Byrne 1963a,b
 Byrne and Panshin 1977
 McManus and McGary 1967
 Menard 1964
 Dehlinger et al., 1970
                 •
.Roden 1964
 Tully 1964
 Huyer and Smith  1978
 Bourke and Pattullo 1974
 Pattulo and Denner 1965
 Barnes et al.,  1972
 Huyer 1977
 Hal pern 1974
 Pak  et al., 1970
Huyer et al., 1974
Hal pern et al., 1973
Huyer et al., 1975
Hays and Hal pern 1976
Huyer and Smith 1976
Huyer et al., 1978
Huyer 1976
Favorite et al., 1976
Cannon et al., 1975
Reed and Hal pern 1976
Hickey 1979a,b
Huyer 1974
Stephansson and Richards 1964
Pak and Zaneveld 1978
Curl et al.,  1965
Harlett 1972
Kitchen et al., 1975
                               367

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 125*30'
                         125 °W
                                                 124'30'
40' -
                   30
                                                           REFERENCE: Huyer et al. 1975
             Figure 81.   Current meter  locations during  1973.
                                        368

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      Location                Summer                    Ui nte r

      Shelf                   Carnation                  Sunflower, 2D
      Upper-slope             Edelweis                   8D
      Mid-slope               Forsythia,  389,  390        190
      Slope Edge/Basin        Gladiolus,  391             160

 Shelf--

      August temperature, salinity,  and  density  characteristics at  station
 Carnation in 90 m  (295  ft)  of water on the Oregon  shelf are presented  in
 Figure 82 January data for the same parameters are presented in Figure 83.
 The 6° C temperature gradient  in  the  upper  20 m (66 ft) in summer  becomes
 very  small in winter down to  the  40 m  (131  ft)  level.  Beyond this depth,
 temperature variations are slight,  decreasing to 6° C in deeper waters.  The
 density profile indicates a  significant dependence on salinity in both the
 winter when the temperature  gradient is small, and during the summer when a
 strong thermocline  is present.  Mean currents for  the  99 m (324 ft) deep
 station Carnation and the 100 m (328 ft) station Sunflower during summer and
 winter months,  respectively,  are  presented  in  Figure 84.   As indicated,
 longshore velocity components are  much greater than onshore components, and
 near  surface flows are predominantly southward on the average in both summer
 and winter periods.  Movement below 75  m  (246 ft) is northward during both
 seasons.

      The distribution of dissolved oxygen  (DO) in northwest coastal waters
 is complicated due to upwelling,  freshwater discharges, entrainment  of deep
 water and wave action (Stephansson  and Richards, 1964).   Biological activity
 nearshore is also  more  intense  and more variable  than farther offshore.
 Maximum surface DO values of 10.0  to 10.7 mg/1 occur nearshore  between June
 and July  (Figure 85).   The generally  high  surface values exceed levels
 expected for colder upwelled  waters  in atmospheric equilibrium,  and are
 attributable to high photosynthetic  production rates.

      Temperature, salinity,  and density data  for summer  and winter  periods
 at upper-slope stations  Edelweis  and 8D  are presented in  Figures 86  and 87,
 respectively.   A strong  thermocline and  halocline persist  during the summer
 in the upper  10 m  (33  ft).   In winter,  smaller gradients occur  and two
 stratification levels appear at approximately 10 and 60 m (33  and 179 ft),
 the upper one  being due  to cool  low-salinity  water very  near  the surface.
 Upper slope currents are  strongly southward  in summer down to 100 m (328
 ft), beyond which  a slow northward current occurs (Figure 88).   average
 currents down  to 150 m (492  ft) persisted in an onshore  direction during the
 30-day measurement  period.  In winter  (January-April),  the mean longshore
 current magnitudes  are very  low,.with  some southward movement down to 100 m
 (328 ft) and  northward flow  beyond  to  the sea floor.  Mid-slope  temperature
and salinity  profiles  (Figures 89,  90) appear  similar to those  on  the
 upper-slope during  both  the  summer and winter periods.   Southward currents
persist from  50-200 m (164-656 ft)  while movement in the  onshore direction
 is very slight (Figure 91).
                                   369

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                              SALINITY (ppt)

    3000        31.00        32.00         33.00
      I	I	1	1—
   10J


   20


   30-
co
£  40-
 I  w
X
&  60-
 70-


 80-


 90-


100-
                                     34.00
                                       35.00
                                       _J
                            TEMPERATURE (°c)
     6.00   7.00    8.00    9.00   10.00   11.00  12.00   13.00   14.00   15.00
          TEMP.
                                     SAL
                                     SIG.
     21.00
22.00
23.00
                                24.00

                              SIGMA-T
25.00
26.00
                                                                27.00
                                        REFERENCE: Gilbert et al.  1976
    Figure  82.  Summer  (August 23,  1973)  temperature, salinity,
                 and density  profiles at  Station Carnation
                 (99 m).   Lat.  45°14.7'N,  Long.  124°06.9'W.
                                 370

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       30
        L_
   I
   I
   LU
   o
 20.-




 40.-i




 60.-,




 80.-




100.-

   24
31
 SALINITY (ppt)
 32      33
-J	L_
                         34
        35
        J
                       TEMPERATURE (t)
                        10       14
                         18
                                                 22
                                      SHELF
                                      WINTER
                  TEMP.
           SIG.
               SAL
                I
                25
         I
        26
         27
28
29
                          SIGMA-T
                         REFERENCE:  Gilbert et al. 1976
Figure  83.  Winter (January  28,  1975)  temperature  and
             density profiles at  Station  2D (97 m).
             Lat.  45°00.2'N, Long.  124°09.8'W.
                          371

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             VELOCITY
              (cm/sec)

W
10
 i
5
i
             VELOCITY
              (cm/sec)
W
                      E  S
                           SHELF/SUMMER
                          CARNATION 6/30 - 8/28/78
                                             -10
                              SHELF/WINTER
                           SUNFLOWER 1/27 - 4/27/75
                                                VELOCITY
                                                 (cm/sec)
-20
j
-15
i
-10
i
-5
I
                                                   + 50
                                                         1-100
                                                VELOCITY
                                                 (cm/sec)
                                              5
                                              !
                                                   ±50
                                                         + 100
                                                                   10
                                                                Q.
                                                                IXI
                                                                Q
                                                   5
                                                   I
                                                                Q.
                                                                LU
                                                                Q
10
                                               DATA FROM: Gilbert et al.  1976
        Figure 84.   Mean current  velocity  profiles for  Oregon
                      continental shelf locations  in summer and
                      winter.
                                    372

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                     TIME  IN MONTHS

               A  M  J  J   ASOND
g
r
UJ
a
   10

   20

   30
        6.50
                      7.25
              I   I
                        	6.T3
                     n*l/Mr«
    -*« * >
6.25^6'° 5.0
^ i^ yf   x

                                                                 Temperature
                                           Sigma-/
          Oxygen
          concentrations
          (ml/I)

         Figure 85.
                         REFERENCE: Stefansson and Richards. 1964
Mean  seasonal variations on
upper 30 m inside the  150-m
46°50' and 47°40'N Lat.
properties  in the
isobath between
                                    373

-------
  30.00
  6.00
              SALINITY (ppt)
 31.00        32,00        33.00
_J	I	L_
                                                34.00
                             35.00
                             _J
200-
            TEMPERATURE (°c)
            10.00   11.00  12.00
             I      I	L
                                                     15.00  16.00
                      UPPER SLOPE
                        SUMMER
   21.00
         23.00
 24.00

SIGMA -T
25.00
                    26.00
27.00
                                    REFERENCE:  Gilbert et al. 1976
Figure  86.  Summer (August 24,  1973) temperature, salinity,
             and  density  profiles at Station Edelweis
             (196 m).   Lat. 45°15.3'N,  Long. 124°18.0'W.
                            374

-------
          30
           I
31
 I
32
 I
SALINITY (ppt)

      33
       I
34
 I
35
                          TEMPERATURE (°c)
                           10       14
                           I        I
                         18
                         I
                         22
                                   UPPER SLOPE
                                      WINTER
        50-
    co

    £  iooH
    HI
    2

    I
    X
    UJ
    o
       150-
       200-
                   TEMP,
                               SIG.
                        SAL
       250-
          24
25
 I
26
       I
      27
 1
28
29
                             SIGMA-T
                            REFERENCE: Gilbert et al. 1976
Figure  87.   Winter  (January  28,  1975) temperature, salinity,
             and density profiles  at Station  8D (218 m).
             Lat. 45°01.2'N, Long.  124°22.3'W.
                          375

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  VELOCITY (cm/sec)
  -5     0
                                         VELOCITY (cm/sec)
                                    -10   -5     0
                        UPPER SLOPE
                          SUMMER
         -L 200      EDELWEISS (200m) 7/22 - 8/28^73      JL 200
VELOCITY (cm/sec)
-505
UJ
Q
         -•50
           100
         --150
                      UPPER SLOPE
                        WINTER
                                            VELOCITY (cm/sec)
                                            -505
         -L 200      WISTERIA (225m) JAN.-APRIL 75      -^ 200
                                                  --50
                                                  - -100
                                                  --150
                                    DATA FROM: Gilbert et al. 1976
   Figure  88.   Mean current  velocity profiles  for Oregon
                 upper-slope locations in  summer and winter.
                                376

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  31.00
    I	
           32.00
500-
   SALINITY(ppt)

33.00        34.00
 _L
4.00   5.00
              6.00  7.00
                     I
                           TEMPERATURE (°c)
                                               35.00

                                                 I
36.00
                      8.00
                       I
    9-00   10.00  11.00  12.00  13.00  14.00 15.00
                     i     i
                      MIDSLOPE
                       SUMMER
  22.00
            23.00
24.00        25.00

     SIGMA-T
                                                  26.00
                                                          27.00
                                      REFERENCE: Gilbert et »1. 1976
 Figure 89.   Summer (August 24,  1973)  temperature,  salinity,
               and density  profiles at  Station  Forsythia
               (492  m).   Lat. 45°15.2'N,  Long.  124°39.8'W.
                             377

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        30
  cc
  UJ
  UJ
g] 300
Q
             31
             _L
SALINITY (ppt)
32       33
 I
                      TEMPERATURE (ccJ
                        10       14
                          SIGMA-T
                    MIDSLOPE
                     WINTER
Figure 90.
                         REFERENCE: Gilbert et al. 1976
          Winter (January  29,
          and  density profiles
          Lat.  45°00.0'N, Long
           1975}  temperature,  salinity,
           at  Station 190  (435 m).
             124°16.0'W.
                           378

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CO
IO

                   w
    VELOCITY
     (cm/sec)

        0
Q.
UJ
Q
                               100
                               150
                               200
                                                                    «10   -5
                      MIDSLOPE/SUMMER
VELOCITY
 (cm/sec)

    0
                                            FORSYTHIA 500m  6/30-8/26/73
                                                                                   50

     100
         Q.
         UJ
         Q
                                                         150
                                                         200
                                                                                       DATA FROM: Gilbert et al. 1976
                  Figure 91.  Mean current velocity profiles for an Oregon  mid-slope  location  in
                              summer and winter.

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Lower-Slope  and Upper-Basin--

     In lieu of measured  currents  in the  offshore area, calculated
geostrophic  flow  profiles  for the  area between stations  389 and 391 are
presented  in  Figure 92.  Summer surface  currents  at  65  km (35 nmi) offshore
are southward  in  summer, decreasing  from approximately  6 cm/sec to  no
current at a  depth of, 150 m (492  ft).   In  an  adjacent  area 10 km (5.4 nmi)
further offshore, near-surface southward currents  of  5 cm/sec decrease to
negligible speed at 50 m (164  ft).  Representative  lower slope/upper basin
temperature,  salinity, and density profiles are  shown  in Figures 93 and 94
for summer and winter periods, respectively.

     Beyond  the continental  shelf,  upper  DO values remain relatively
constant  in  the upper  mixed  layer at  near 9.0  mg/1.   DO concentrations
increase  to  maxima  of 9.3 to 9.6 mg/1  between March  and May.  As  the
temperature  further  increases in  summer,  lower DO solubility results in
decreased  surface concentrations of aproximately 8.2  mg/1 in the upper 10-20
m.  A subsurface maximum at depths  of  20 to 50 m  persists at the previously
established  winter concentration  of 9.6 mg/1  however.  Figure 95 presents
the mean seasonal variations in  DO and  other  parameters in the upper 100 m
for an offshore area.

Biological Characteristics

Open Ocean Environments off the Pacific  Northwest--

     In open  ocean environments beyond the continental slope offshore  from
the Pacific  Northwest coast, virtually  all primary  production is performed
by  phytoplankton.   Due  to  its  dependence  on  sunlight,  phytoplankton
production is limited'to  the upper  (<  60 m)  sunlit layers of the ocean in
this region.  All other life (with  the  possible exception of some benthic
organisms  which ingest organic matter carried  into the deep sea by turbidity
currents)  in  these environments is  dependent on the fixation of carbon by
phytoplankton, and hence production by the phytoplankton is essential  to all
higher trophic  levels.  Phytoplankton production in open ocean waters
offshore from the Pacific Northwest coast is limited  by  low light levels and
high turbulence  during most of the winter months.  There  is generally a
large  increase  in  phytoplankton  production in spring,  coinciding  with
stabilization of the  upper water column and  increasing light levels.  Due to
an  excess of precipitation over  evaporation in  this  area, there  is a
permanent  halocline at depths of 100-150 m.   This  has the effect of limiting
the upward transport  of nutrients to the euphotic  zone,  and consequently the
increased phytoplankton  production  in  spring depletes  the nutrients
(especially  nitrogen  in the form of nitrate)  in  the  surface layer.
Production throughout the summer is therefore  limited by the availability of
fixed  nitrogen  (Peterson et al.,  1979).   Regeneration  of nutrients  by
animals is important,  but due  to  losses from  the  upper layers (e.g., the
sinking of  fecal  pellets),  it  cannot completely supply the required
nutrients. While production in spring may  be  high,  the summertime nutrient
limitation of phytoplankton  production  is responsible for keeping the annual
production  low relative to coastal  and nearshore areas  (125 g C/m2  in
offshore areas vs.  300 g C/m2  in  coastal and  nearshore areas; cf. Anderson
                                  380

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-6.0   -5.0
              VELOCITY (cm/sec.)
-4.0   -3.0
 J	I
       LOWER SLOPE/UPPER BASIN
               SUMMER
                                         -100
                                         -150
                                         -200
                                         -250
                                         -300
                                           DEPTH(m)
    VELOCITY (cm/sec.)

-4.0   -3.0    -2.0   -1.0
                                                     LOWER SLOPE/UPPER BASIN
                                                            SUMMER
                                                                                                 -50
                                                                                                 -100
                                                                                                 -150
                                                                                    -200
                                                                                    -250
                                                                                    -300
                                                                                     DEPTH (m)
                                                                              DATA FROM: Gilbert et al.  1976
       Figure 92.   Summer  (August  24,  1973) calculated  geostrophic current profile,
                     slope edge/basin  location (Stations 390-391,  Figure 6-34).

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   31.00
     I
 100 -

 200-

 300 -

 400 -

 500 -

 600-

 700 -

 800 -

 900 -

1000 -

1100 -

1200 -

1300 -
1400 -
              32.00
                I
                            SALINITY (ppt)

                          33.00        34.00
                            I
                 I
                   35.00
                    I	
 36.00
	I
                           TEMPERATURE (cc)
   2.00      4.00      6.00     8.00      10.00     12.00     14.00
             I        i         I        I   	I	I
                                                              16.00
               LOWER SLOPE/UPPER BASIN
                        SUMMER
      TEMP.
                                             SAL
                                    SIG.
   22.00
             23.00
24.00
   I
 25.00
SIGMA-T
                    26.00
                                                    27.00
 28.00
                                       REFERENCE: Gilbert et al. 1976
 Figure 93.   Summer (August 24,  1973)  temperature, salinity,
               and  density  profiles at  Station Gladiolus  (1,412 m)
               Lat  45018.9'N5 Long. 125°00.1'W.
                              382

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     29
30
                      31
                     _L
 SALINITY (ppt)

 32       33
-I	l_
QC
LLJ
u
Q.
LU
a
   100-
  200-
  300-
  400-
  500-
  600-
                      12
               TEMPERATURE (°c)
                 16       20
       TEMP.
           LOWER SLOPE/UPPER BASIN
                    WINTER
                         SIG.
                  SAL
             24
        1
        25
 I
26
 I
27
28
 I
29
30
                                SIGMA-T
                                       REFERENCE: Gilbert et al. 1976
    Figure 94.   Winter  (January 29,  1975)  temperature,  salinity,
                 and density  profiles  at  Station  16D  (1,356 m).
                 Lat.  45°00.0'M, Long.  125°12.0'W.
                              383

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 JFMAMJJ  iSONDJF   MA
                                                   Temperature
                                                   Sigma-/
                                                   Oxygen
                                                   concentration
                                                   (ml/1)
              REFERENCE: Stefansson and Richards, 1964.
Figure 95.   Offshore mean  seasonal  variations of  properties
             in the upper  100 m inside  the area  between
             14°30'-47°30'N Lat. and 126°30'-130030IW Long,,
             January, 1961  - March,  1962.
                          384

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 1972).   Production at all higher  trophic levels  can be expected  to be
 correspondingly lower in the offshore areas.

      Above the permanent halocline,  a seasonal  pycnocline  generally develops
 at  a  depth of 10-20 m in spring.   This gradually deepens to a depth of ^40 m
 in  autumn (Anderson  1972).  One result  of the supply of nutrients from
 deeper waters is that phytoplankton biomass  is often greater deep in the
 euphotic  zone than at  shallower depths.  Anderson (1972) reported, for
 instance, that a  subsurface maximum  in chlorophyll  £ concentration  (a
 commonly-used measure of phytoplankton standing stock)  iT typically found at
 depths of ^60 m in this  area in summer.  Chlorophyll  a  concentrations within
 this  subsurface maximum  may be 5-15  times higher than"  those at the surface.
 Nitrate concentrations- also increased rapidly  at a depth of 60 m, suggesting
 that  the  phytoplankton at this depth  have sacrificed  living higher in the
 water column, where light  levels  are greater,  for the  sake of being near  a
 source of nutrients.

      Anderson (1972) reported  that in  winter  in  these  offshore areas,
 diatoms dominated  the phytoplankton community,  although dinoflagellates,
 coccolithophorids, and  other  flagellates were  also abundant.   During  the
 spring bloom, diatoms  became  even  more dominant,  while dinoflagellates
 decreased in importance  and  coccolithophorids  disappeared completely.   Net
 phytoplankton [defined  by  Anderson  (1972) as  cells > 35 urn  in size] were
 always a small part of the  total phytoplankton  community.

      Due to the slow,  southward flow of the California  Current  at  distances
 of  300-800 km off  the  Pacific Northwest  coast (Peterson and  Miller 1975),
 zooplankton inhabiting the  offshore region  are predominantly  subarctic in
 faunistic affinity.  Calanoid copepods,  many  of which are filter-feeders,
 are particularly abundant  (Marlowe and  Miller 1975).  While many  zooplankton
 species inhabit the euphotic  zone,  others perform  limited  (<  200m) diel
 vertical  migrations which bring  them into the  euphotic zone only at night.
 Zooplankton occur  at all depths throughout the water column  in this area,
 but those occurring  below about  200 m are almost exclusively carnivores
 and/or detrivores.

     All  animals  larger  than zooplankton which  inhabit  the water column are
 classified as  nekton.  This  group  includes  not  only  fishes,  but squid,
 shrimp,  whales, dolphins, etc.   Common  fishes  occurring  within the
 epipelagic zone offshore from  the  Pacific Northwest include pomfret (Brama
 japonica) and several  species of  salmon.  The salmon  are noteworthy, not
 only  because of their  commercial  and  recreational   value in nearshore
 fisheries, but also because of their  anadromous  life-cycle, which brings
 them back to  freshwater  rivers and streams of the Pacific  Northwest for the
 purpose of spawning.  Pomfret,  on  the other  hand,  are entirely pelagic.
 Other occasional residents of the offshore  epipelagic zone  include albacore,
which, although it  is more typically a  southern species, may extend its
 range  this  far north  during  the summer if ocean  temperatures  are
sufficiently  warm.   Marine mammals of the  northeast Pacific include various
whale and porpoise  species.  The  larger nekton species  are  generally strong
swimmers  which range over large areas of  the  oceans  and are not restricted
to a single geographic area.  Because  these large species of nekton are a
                                   385

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number of trophic  levels removed from the primary producers,  they are quite
rare considering the  total  expanse  of  the  oceans.  Nevertheless, certain
species (e.g.,  whales, porpoises)  are known to school,  and  consequently they
may be abundant in a given area for  a short period of time.

     A number  of small  nektonic species  in  the northeast Pacific inhabit
mesopelagic depths  (100-1,000 m) and some  of these perform die! vertical
migrations into the  epi pelagic zone  (< 100 m)  [cf. Pearcy  et  al. (1977);
Frost and McCrone  (1979)].  While  these  species are widespread,  individuals
of these species are not as wide-ranging as those of the larger, epipelagic
species.

     With the  notable exception of the anadromous fishes, most other pelagic
fish species in offshore waters of the  northeast Pacific  lay and fertilize
their eggs in  the  sea itself.   The eggs  and larvae, collectively  referred to
as ichthyoplankton,  are  carried about  by  the  currents.  The  larvae are
typically very  small, and dependent  on plankton for food.

     Benthic animals, including  both organisms  living in  and  on the sea
floor and demersal organisms swimming just above the sea floor,  are largely
dependent  on the  production  of organic  matter in the overlying  waters.
Organic matter  is  transported  to the deep-sea benthos  by sinking carcasses,
fecal material, exoskeTetons,  and detritus, by  the vertical  migrations of
some nektonic  species, and in  some areas  by  turbidity  currents.  Since the
supply of  organic matter is  inversely  related to the distance  from the
surface, deep  benthic life in  the  northeast Pacific is  sparse by comparison
to benthic communities in shallow, nearshore areas.

     The abundance  of sea floor  organisms  generally  decreases  with
increasing distance  from shore off  Oregon  [Carey  (1965); Griggs  et
al.  (1969)].   Large  benthic  populations  found in  some  areas may  be
associated with higher food  input  to the bottom environment.   Griggs et
al.  (1969) reported, for  instance, that while benthic organisms  were
relatively sparse  at  stations located  over  areas of the Cascadia Abyssal
Plain far removed  from the continental slope, there were four times as many
organisms present at stations  at  the base of the continental slope and in
the axis of the Cascadia Channel  (a submarine canyon which crosses the
Cascadia Abyssal Plain, and is apparently associated with the  Columbia River
discharge). The former stations  were characterized  as having  postglacial
depositional  rates of 2-3  cm/1,000 years, while the  latter stations had
postglacial depositional  rates of  8-10 cm/1,000 years.   The higher rates are
believed to be  associated with  the  settling of  large  volumes of suspended
sediments from the Columbia  River  discharge (Griggs  et  al  .,  1969).  The
higher organic  carbon content  of  the surface sediments at the  easternmost
stations on the Cascadia Abyssal Plain,  relative to that  of  those stations
to the west (1.7 percent  vs.  1.1 percent),  may be associated  with higher
primary productivity of the overlying waters (due to coastal upwelling), and
the  large  volume  of suspended  sediments  and  particulate matter  from
terrestrial  runoff in the  Columbia River discharge.   The  organic carbon
content of the  surface sediments within  the Cascadia Channel is still  higher
(2.2 percent),  and is believed  to be a  result  of turbidity  currents which
originate on the outer  continental   shelf  and  the upper continental  slope
                                  386

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 where  primary production in  the  overlying water column is high,  and where
 terrigenous material from the Columbia  River drainage is deposited  (Griqqs
 et  al.,  1969).

     Many  species of the  benthic infauna at abyssal depths  are deposit
 feeders  which are dependent  either on the settling of organic matter from
 the surface waters or on the transport  of organic matter to  abyssal depths
 by  some other means,  such as  turbidity  currents.   Annelids  are  the
 numerically dominant infauna at all  locations on the Cascadia Abyssal Plain
 (Griggs  et al., 1969).   They are,  however, less abundant  at the westernmost
 stations, perhaps due to the sand  which underlies a thin  (2-15 cm) layer of
 finer  postglacial sediments on  the surface.   Annelids are  numerically more
 abundant at the base of the continental  slope and in the Cascadia Channel,
 but the  biomass of  benthic infauna  (chiefly annelids)  is  higher at the
 latter location, presumably due to the higher organic carbon content of the
 sediments and the  greater  input  of such  sediments through turbidity
 currents.  Other abundant  infaunal  organisms  in  this general area include
 arthropods and  mollusks.   Epifaunal  organisms  include holothurians,
 ophiuroids, and other forms (Griggs et al., 1969).

     The Cascadia Channel  thus appears  to  be an avenue  for transporting
 terrestrial detritus into the deep sea.   While terrestrial plant fragments
 may not  be directly  utilized  by benthic  macrofauna,  they may be  the initial
 step in  an abyssal  food  web involving bacteria,  other micro-organisms, and
 eventually the macrofauna (Griggs  et al., 1969).

     Demersal  fish communities over the Cascadia Abyssal Plain are dominated
 both numerically and by  weight  by macrourids.   While small macrourids  prey
 largely on benthic organisms, the  primary food of larger individuals appears
 to  be pelagic  organisms  (Pearcy and  Ambler 1974).   These  fishes  are perhaps
 best characterized as both  predators and scavengers.   They are not dependent
 on  large organic falls  (e.g., sinking carcasses),  but  are  instead adapted to
 utilize  a wide  variety of  prey types.  It is not clear  whether they
 occasionally rise far above the bottom  to ingest pelagic prey, or whether
 the  prey itself  approaches the bottom  and  is ingested  there  (Pearcy and
 Ambler 1974).

 Outer Continental Shelf  Environments off the Pacific  Northwest Coast-

     As in open  ocean environments, virtually all  of  the primary production
 over the outer continental  shelf of the Pacific Northwest is attributable to
 phytoplankton.  Unlike open ocean  waters,  however, where both phytoplankton
 standing stock and  primary production  are typically  low  due to light
 limitation  in winter  and  nutrient  limitation in  summer, phytoplankton
 production over  the  shelf may be  considerably  higher, due in large part to
 seasonal  coastal upwelling (Peterson and Miller 1975).   During  fall and
 winter (October-March),  the  prevailing winds  are  from the south,  and the
 resulting surface  flow  is to the north and  onshore.  During  spring and
 summer (Apri 1-September), however, the  prevailing wind is from the  north,
and  the surface  flow is to the south and offshore.  This  results  in the
upwelling of deeper,  nutrient-rich water  over the  shelf.  This upwelling is
not  a constant process,  but  varies  with the  strength of the wind.   It is
                                   387

-------
often most pronounced  during the months  of July and  August (Peterson and
Miller 1975).

     Upwelling  is  generally most  intense at a distance of approximately
10 km from the  coast,  but it affects  an area approximately 50 km wide,
extending out over the upper continental slope (Peterson et al.,  1979).  The
surface layer moving seaward may  only be 5 m deep within 10 km of the coast,
but  deepens  to 10-15 m farther offshore.   The  water which  is upwelled
originates over the outer continental shelf  (20-35 km offshore)  in depths of
100-200  m.   Because this  water is rich  in  nutrients,  it  is  capable of
stimulating phytoplankton  production,  which  otherwise would be limited by
the availability of fixed  nitrogen,  just  as  in  the open ocean waters in
summer.  Hence,  during intense upwelling,  dense phytoplankton  concentrations
exhibiting high  production are found near the surface from a  few kilometers
offshore to the  edge of the continental  shelf and sometimes beyond (Peterson
et al., 1979).   As a consequence, annual  phytoplankton production over the
shelf is high  (300 g C/m2) relative  to offshore areas (125 g C/m2) (Anderson
1972).

     The Columbia River  plume (a region  of lower salinity  water near the
surface) may extend over parts of the  continental  shelf and slope in spring
and summer.  This plume may stabilize  the upper water column  earlier in the
year than would  thermal stratification, and therefore the spring bloom may
occur earlier in areas affected  by  the  plume.  In such areas,  however, the
resulting halocline limits  upward  transport  of  nutrients  in  summer, and
causes the phytoplankton to be nutrient limited.   In areas affected by the
plume, the annual primary  productivity may be  no  greater than  in offshore
regions (125 g  C/m2) (Anderson 1972).

     Anderson (1972) reported that over  the  shelf, diatoms  dominated the
winter and spring phytoplankton communities.  Net  phytoplankton  (defined as
cells > 35 urn in size) were always  a small  part of the total  phytoplankton
community.

     Zooplankton inhabiting the  waters overlying  the continental  shelf are
predominantly  subarctic  in  faunistic affinity.   Five copepod species
dominate the  zooplankton  community,  and each  has  a different  pattern of
distribution (Peterson et al., 1979).   Acartia clausi  is almost  completely
restricted to the upper 5-10 m of the water column and the first 5 km from
shore.  Pseudocalanus sp.  is  abundant  from 0-15  km from shore  and between
10-20 m depth,  but it reproduces  only within  a  few kilometers of shore.
Acartia longiremis lives  and  reproduces offshore  (10 km)  in  the surface
(0-10 m)  mixed  layer.  Oithona si mil is  is abundant offshore (10  km) between
10-20 m  depth.   Calanus marshal!ae~1 ives offshore as older  copepodite
stages,  but the  females return shoreward  and  lay  their eggs  at  about 10 km
from shore.  The nauplii  and younger copepodites of C. marshallae  develop in
the very nearshore zone.   Other  less abundant zoopTankton species probably
have distributions similar to one or another  of the above.   The  population
of each species appears to  be maintained  within  the upwelling zone by a
specific  relationship between  its  distribution,  life cycle,  and the shelf
circulation patterns (Peterson  et  al.,  1979).   Most of  the abundant
zooplankton species  are herbivores, and hence their  populations may be
enhanced  by the  presence of coastal  upwelling.


                                   388

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      Some  pelagic fishes of the open  ocean are also  common  in waters over
 the  continental shelf (e.g.,  salmon);  other abundant  pelagic  fishes may be
 more or  less confined to  coastal  waters  [e.g., Pacific mackerel (Scomber
 japonicus).  northern anchovy (Engraulis  mordax); cf. Clemens  and Wilby
 1961].	

      Waters  above the continental  shelf  of  the  Pacific Northwest coast
 represent an  important migratory  route for  California gray  whales
 (Eschrichtius robustus),  which annually migrate between feeding grounds  in
 the  Bering Sea and breeding  grounds  off  Baja California.   Other  marine
 mammals  [e.g., killer whales  (Orcinus orca),  sea  otters (Enhydra lutris),
 and  porpoises] are known  to  inhabit the area.

      Due to the relatively shallow water  column over the continental  shelf,
 there is essentially no  mesopelagic fauna there.

      Benthic communities  on  the  continental shelves are strongly influenced
 by the physical-chemical  environment.   Important factors include the  amount
 of wave  energy reaching  the  bottom, the grain size  of the sediments, and the
 organic  content of the sediments.   Off the Oregon coast, for example, the
 bottom out to a distance of approximately 20  km from shore is 100 percent
 sand, with a very low organic  carbon content.   This is a consequence  of the
 large waves passing  over  the shelf, which apparently have enough energy down
 to depths of   80  m  to  keep smaller sediment particles  in  suspension.
 Beyond  20 km from  shore, the  silt  and  clay fraction of  the sediments
 increases, until  at  the  shelf  break,  silt  and  clay represent 30 percent of
 the  sediments on  the bottom.  The organic  carbon  content of the  sediments
 also  increases with increasing distance  from shore.   This is in  part a
 consequence of the decreasing  particle size, since organic materials tend to
 be adsorbed onto  clay  and  silt size particles.   It  also reflects the  higher
 primary productivity  over the outer  shelf, which is a result of coastal
 upwelling  (Carey  1972).

     Over sand substrates  on  the inner continental shelf,  macroepibenthic
 organisms  are  relatively rare,  and  dominated by  mollusks  (Carey  1972).
 Farther offshore,  shrimps, echinoids,  and  ophiuroids are common, and  by the
 time the shelf break is  reached (depths  of 150-200 m) shrimps have  become
 the dominant macroepibenthic organisms  (Carey 1972).   On  the  outer  shelf,
 crabs, polychaetes, and  gastropods are.  also  common.   Both the numerical
 density  and the  biomass  of the macroepibenthos  increase with  distance
 offshore to depths of  200 m.   Carey (1972)  reported, for instance, that the
 biomass  of macroepibenthic organisms  was 73  times higher at  a  depth of 200 m
 than  at  a depth of 50 m off the Oregon  coast.

     Unlike the epifauna, the  infauna has a  bimodal distribution; numerical
 abundance of infauna is  high  both close  to shore  and  near  the edge  of the
 shelf (Carey 1972).   Biomass  estimates  are not as readily available for
 infauna,  although  there are indications of a large standing  stock near the
edge  of  the shelf.  Nearshore,  the  infaunal communities  are  dominated by
 filter-feeding  organisms, such as gammarid  amphipods.   On  the  outer half of
the  shelf, the infaunal  communities are dominated  by deposit-feeding
                                   389

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organisms, especially polychaetes.   The  high abundance  of  filter-feeding
organisms on  the  inner shelf reflects  the fact that the bottom is within the
euphotic zone,  so  these  infaunal organisms  have access  to  phytoplankton.
The  abundance  of deposit-feeding  organisms  on  the outer shelf is a
consequence of  the finer particle size and the higher organic  content of the
sediments (Carey  1972).

     Demersal  fishes are  particularly  abundant  at depths of  91-411 m
offshore of  the  Pacific  Northwest  coast  (Alton 1972).   On the  outer
continental  shelf  (at  depths  of 91-183 m)  rex  sole (Glyptocephalus
zachirus), English  sole  (Parophrys vetulus),  slender sole (Lyopsetta
exi'lis), and  blackbelly  eel pout  (Lycodopsis  pacifica) are  abundant.  Rex
sole are known  to  feed on  polychaetes.   Both Engli sh  sole  and blackbelly
eelpout feed  on polychaetes, clams,  and  brittlestars.   Slender sole, on the
other hand,  apparently  feed primarily on  euphausiids and  other pelagic
crustaceans (Alton  1972).   On  the  upper continental  slope  (at depths of
183-411 m) rockfishes  (notably Pacific ocean perch,  Sebastes  alutus), Dover
sole, and Pacific  hake (Merluccius productus) are abundant.™  RockfTshes and
hake ingest pelagic  organisms,  such as  fishes and  squid, while Dover sole
prey on benthic organisms  (Alton 1972).   Seasonal  changes in  the
availability  of demersal  fishes  on the shelf appear to be related to onshore
movements of  several  species:  Pacific hake, Dover sole,  arrowtooth flounder
(Atheresthes  stomais), and  sablefish (Anoplopoma fimbria) (Alton 1972).

Nearshore Environments of the Pacific  Northwest Coast--

     The coastline of the Pacific Northwest includes rocky headlands, sandy
beaches, and  estuaries (e.g., Grays  Harbor,  Willapa Bay, Columbia River,
Tillamook  Bay).   Only the  open ocean environments (exclusive of  the
estuaries) will be discussed  below.  Each represents a unique habitat for
marine organisms.

     Along some sandy beaches of  the Pacific Northwest,  especially those in
Washington, a curious community of diatoms is particularly  abundant in fall,
winter, and early  spring (Lewin and Hruby  1973).   These diatoms, primarily
Chaetoceros armatum and Asterionel la social is, are abundant only in the surf
zone.  Chaetoceros armatum is particularly interesting because it is well
adapted to growing when ambient light  intensities  are so  low that planktonic
diatoms are  unable  to achieve any net production.  This centric  diatom
floats on the surface during the day, and  alters the surface  properties of
the surf bubbles in such a  way that  a  stable foam  is  formed (Lewin and Hruby
1973).  Waves carry these foamy masses towards shore,  retaining these cells
within the surf zone.  When the tide  recedes,  there is  a  tendency for this
material  to be  left behind on the beach,  which also  tends to retain these
cells within the  area.  Cells  not deposited  on the beach  are  dispersed
throughout  the  water  column at night.  Flotation at the surface during the
daytime and intermittent stranding  on the beach  positions the cells where
they can  receive the maximum available light (Lewin and  Hruby  1973).

     Pacific razor  clams  (Siliqua  patula)  appear  to  be  the dominant
herbivore utilizing  these  surf-zone diatoms  (Lewin et al.,  1979).   These
abundant  burrowing clams inhabit the sandy  beaches both intertidally and
                                  390

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 subtidally.  They must feed  on  the diatoms primarily at  night when the cells
 are  dispersed throughout the  water  column.   Dissolved nitrate may be
 available in very low concentrations  in  the  surf zone during the summer.
 During such times, the excretion of ammonium as a waste product by these
 clams may be important for the  continued growth  of  the surf-zone diatoms,
 since ammonium can serve  as  another  source of fixed nitrogen (Lewin et al..
 1979).

     Rocky shorelines of  the Pacific  Northwest provide hard substrate for
 the  attachment of benthic algae  and  many animal  species.  While the benthic
 algae are important primary  producers in this environment, the fact that the
 competitive dominant benthic  organism  on wave-swept rocky intertidal  shores
 is a filter-feeder, the California mussel  (Mytilus californianus (cf.  Paine
 and  Levin 1981),  indicates that phytoplankton  are also  abundant.  The
 communities inhabiting these rocky  shorelines  are complex assemblages of
 organisms which include  representatives  of many  of those types  common on
 rocky shorelines  worldwide (e.g., starfish, limpets, chitons, barnacles, sea
 urchins, sea anemones, brown  and red algae, etc.).  These rocky shorelines
 also provide important habitat  for Stellar sea lions (Eumatopias jubata) in
 Oregon  and the  recently re-introduced  sea otters (Enhydra "1 utris) in
 Washington.

     Extending offshore  from just beyond  the surf zone to a  distance of
 approximately 10  km from  the  coast  is a  region where  phytoplankton
 production may be influenced  by many of the same  factors mentioned above in
 conjunction with  the discussion of  primary production  over the outer
 continental shelf.   Coastal upwelling is an important feature in  this  region
 in summer, but is should  be noted that during intense upwelling,  the water
 found near the surface in  this region has only  recently been upwelled and is
 consequently  high in nutrients  but low in chlorophyll  (an indicator of
 phytoplankton  standing stock).   Chlorophyll concentrations may  be an order
 of magnitude lower than in the region  farther  offshore,  where phytoplankton
 have had time to  respond to  the  increased availability  of nutrients
 (Peterson et al., 1979).   During relaxed upwelling, the  offshore  surface
 waters  will  again move shoreward  and large phtyoplankton blooms  may  develop
 within  the nearshore region.   If upwelling does not occur for  an extended
 period  of time, a subsurface  chlorophyll maximum  may form, and  chlorophyll
 concentrations at the surface will again be low (Peterson et al., 1979).

     The  nearshore  region constitutes  a  very  special  habitat  for
 zooplankton,  since  a number  of species (e.g., the copepods  Acartia clausi
 and Centropages  abdominalis; the cladocerans Evadne nprdmanni  and Podon
 leukartii) are virtually  restricted to this region.  Their mechanisms for
 remaining within  this area,  even during  periods of intense upwelling, are
 not entirely  understood (Peterson et  al., 1979).

     Abundant  subtidal  benthic organisms on  sandy  substrates in the
nearshore  environment include the  previously mentioned filter-feeding
amphipods and  razor  clams.  Large epifaunal  organisms are not  as  abundant as
farther  offshore, presumably due to the heavy wave  action (Carey  1972).
                                   391

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     Pelagic  fishes of the nearshore environment off the  Pacific  Northwest
coast include  some of those species discussed previously with  regard to the
continental  shelf environment (e.g.,  Pacific mackerel,  northern anchovy,
salmon).

Pacific Northwest Fisheries--

     Fishing  is an important economic activity  in the states  of Washington
and Oregon.   In 1980,  nearly 128,000 mt  of fish were landed in the two
states with  a landed value  of  over  $141 million  (Resource Statistics
Division  1981).  Fisheries range from  those  conducted on  rather low-valued
groundfish to  those  for  high-valued species such as  salmon  and  Dungeness
crab.

     Ocean currents  are  a major influence  on  the coastal and  high seas
fisheries of  the Pacific  Northwest.   Coastal currents flow in a  northerly
direction over the shelf in the winter  and then reverse direction during the
spring (Glude  1971).  The distribution  and abundance  of pelagic species are
influenced  by these current  patterns.   During  the summer months,  warm
offshore  currents bring albacore  (Thunnus alalunga) to the  Pacific  Northwest
region where  an intensive, short-term fishery is conducted  in some years.

     The  second important oceanographic characteristic with respect to the
fisheries of  this  region  is  the  relatively narrow  continental  shelf.  A
maximum shelf width of approximately  65-70 km  occurs off Central  Oregon
(Heceta Bank) and at the mouth of the Columbia River (PFMC 1980).  The
average shelf  width is 50 km off  Washington and 40 km  off Oregon.   The small
area of the  shelf limits the size  of potential demersal  fishery  resources.

     A variety of fishing gear is employed in  the northwest;  this includes
bottom trawls, mid-water  trawls, pots, set  nets, longlines,  and trolling
gear.

     Fishing  Areas—The northwest  trawl fishery is conducted over a range of
depths on the  continental  shelf and slope.   It is a multispecies fishery
with catch composition  gradually changing with distance along the coast.
Forty-eight  species define  the  management  unit in the  Pacific Fishery
Management Council's Groundfish Fishery Management Plan (PFMC  1980).   These
species range  from the underutilized  sharks and skates to  the  22 species of
rockfish.

     In Oregon, bottom trawls  are  fished  in  depths  to  457 m,  primarily in
the area  between the  Columbia River and  Tillamook Head, and  off Newport.
Target species include lingcod  (0p h i o d on el on gat us), Pacific cod (Gadus
macrocephalus), Pacific  hake  (whiting) (TOerlucci us productus),  sablefish
(AnopTopoma fimbria), rockfishes  (Sebastes spp.), Dover  sole ~(Microstomus
pacificus),  English sole  (Parophrys vetulus), petrale sole  (Eopsetta
jordani) ,~rex  sole (Glyptocephal us zTchirus),  and other  flatfishes (Glude
1971; PFMC 1980).   Similar species are  exploited by  Washington fishing
fleets to depths of 732 m (PFMC 1980).
                                  392

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      Limited deepwater bottomfisherles  for grenadiers  (Coryphaenoides
 acrolepis).  sablefish, longspine thornyheads (Sebastolobus altivelis). and
 Dover  soTe are conducted in depths  ranging from  732  to  T,280 m  a'Vonq the
 continental  slope (PFMC 1980).

     Midwater trawls harvest  Pacific  hake,  widow  rockf1sh(Sebastes
 entomelas) and shortbelly rockfish  (S. Jordani) over the continental shelf.'
 The  rapidly  developing widow  rockfTsh fishery  is currently centered off
 headlands such as Cape Blanco and  Tillamook Head, on Heceta Bank, and over
 the  Astoria  Canyon (Schafer 1981).   The  hake fishery takes fish which have
 migrated into outer shelf  and  upper slope  regions from spawning  areas off
 Southern California.

     Longlines and traps are the  primary gear types  used in  fishing for
 sablefish at depths of 150 to 1,200 m on the outer shelf and slope, although
 the  species  is also taken  incidentally  in  bottom trawl  fisheries (Low et
 al., 1976).

     Trawls  and longline gear are  also  used for harvesting rockfishes and
 lingcod (PFMC 1980).

     Annual  trawl landings  along the Washington  to California coast during
 1970-1979 averaged  43,876 mt.   The ex-vessel value in 1979  was over $19
 million, about 75 percent  of which  was attributable to  rockfishes,  Dover
 sole,  petrale sole,  English  sole,  and sablefish  (PFMC  1980).   Pacific cod
 contribute about 10 to  15  percent to the  annual  trawl landings  (Browning
 1980).

     Troll  salmon fisheries  generally occur  in  water depths  of less  than
 200 m.  In Washington, the  majority of the catch  is  taken within 4.8 to  19.3
 km of  shore  (PFMC 1978c).   The two  species which  account  for the majority of
 the troll  catch are  chinook salmon  (On c o r hy n c h u s- t s h a wy t s c h a)  and  coho
 salmon (0.  kisutch),  the former  species generally  taken closer to shore  than
 the latter (PFMC 1978c).   Small  troll  landings of  pink salmon (_0.  gorbuscha)
 are also made during  odd-numbered years.   Nearly  4,000 vessels  participated
 in the Oregon troll  fishery during  1980, landing  592,588  salmon  valued  at $8
 million  (PFMC 1981a).   In  Washington,  502,200  salmon were caught  by
 2,700-2,900  vessels  (PFMC 1981a).   No  data are available concerning the
 value  of the 1980 fishery,  although during  1971-1976, values ranged  from
 $3.7 to $13.8 million  (PFMC 1978c).

     The northwest  Dungeness  crab (Cancer  magister)  fishery is  conducted in
 shallow (<91 m) coastal  waters  from Destruction  Island  in Washington to
 Cascade Head in  Oregon and  also from Newport southward  (Figure  96).   The
 fishery is  concentrated  in  areas where sand  and  mud  substrates predominate
 (PFMC  1979).   Annual  landings  in Washington  have  averaged  over 3.6 million
 kg since 1951,  and the average yearly value was $3  million during  1968-1976
 (PFMC  1979).   Comparable statistics  for  Oregon  are  3.8 million  kg with an
average value of $3.5  million (PFMC 1979).

     The pink shrimp  (Panda!us Jordani) fishery of  the Pacific  Northwest is
a relatively  new development.This  fishery is  concentrated beyond 4.8 km
                                   393

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                               GRAYS HARBOR

                               WILLAPA BAY
               CAPE BLANCO %
                         vf
                          ABROOKIHGS
                          I"
          Adapted from  Figure  2,  PFMC 1979,
Figure 96.  Pacific Northwest  Dungeness crab fishing areas.
                         394

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 from  shore in depths of 91 to  183 m and occasionally in  depths as shallow as
 64 m  or as deep as 302 m over  bottoms of  green mud or  a mixture of mud  and
 sand  (PFMC 19815).  Productive shrimp grounds  are located from Destruction
 Island in Washington to Newport, Oregon, and also off the central portion of
 Oregon (Figures 97 and 98).   In 1980, landings were 13.6 million kg valued
 at  $16.6 million  in  Oregon and  5.7 million  kg  worth  $6.76 million  in
 Washington (PFMC 19816).  The  1980 Oregon shrimp fleet included 222 vessels,
 while in Washington, 37 boats  were involved in this  fishery (PFMC 1981b).

      A sporadic fishery  for  albacore occurs  off  Washington and  Oregon.
 Albacore are present when warm water  masses  extend  into  the northeast
 Pacific.  Most albacore are  taken  between  80 - 241 km  offshore during late
 summer and early fall  (i.e.,  July to October), but they are occasionally
 caught as far as 482 km from shore (Browning 1980).   It  is estimated that  up
 to 4,000 vessels enter the  albacore  fishery on the Pacific coast in years
 when  large catches are predicted or when  success in other fisheries is poor
 (Browning 1980).

      Currently, there are several fish species which remain underutilized  by
 the Pacific Northwest  domestic fleet.  Groundfish species such  as skates
 (Raja spp.), sharks (Squalus acanthias). Pacific hake, and some flatfishes
 have  either not  gained market acceptance  or processing  costs remain
 prohibitive.   However,  some of  these  species  are sought  by foreign
 fisheries, and recently joint  venture operations  between U.S.  and foreign
 companies have begun exploiting some stocks  such as  hake.

      Pelagic species also hold  promise for fisheries development.   Pacific
 herring (Clupea harengus pall a si)  are now  fished within bays  and  estuaries
 of Washington and  Oregon.  An experimental  herring fishery  off northern
 Washington has recently been initiated to  determine  whether further
 opportunities to harvest this  resource exist (PFMC 1981c).

      Pacific  hake is  another  pelagic  fish  species  which  is currently
 underutilized  in  the Pacific Northwest  fisheries.   Additional  pelagic
 species  for which  future fisheries may  be  developed include anchovies
 (Engraulis mordax), Pacific mackerel  (Scomber  japonicus),  pomfret (Brama
japonicaJT and squid (Loligo spp.).

      In summary, current  Pacific  Northwest  fisheries  are conducted over
 large areas of the continental  shelf  and slope  from rather shallow coastal
depths of less than 36 m to  deepwater  (1,554 m)  areas of the slope.   Pelagic
 fisheries occur at various distances  from  shore;  the salmon  troll  fishery  is
conducted .primarily within 19  km; the albacore fishery extends  to 482 km.
Fisheries for Dungeness crab and pink shrimp are located  in  specific areas
off the coasts of  Washington and Oregon  in  depths less than  183 m.

     It is likely  that in the future currently underutilized species will  be
taken  in  areas of  traditional  fishery activities.  Selection  of a  site for
the disposal of  manganese  nodule  processing  wastes  should include
consideration  of potential impacts  on  these  fisheries.
                                   395

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                  VANCOUVER  ISLAND »•)$
                                *'"'. CAPE
                                   "SHOALWATER
                                   X^vliV,. COLUMBIA
                                               RIVER
                                 •• CAPE
                                 y:FALCON
        Adapted  from  Figure  A3-1  ,  PFMC 1981b.
Figure 97.  Washington pink shrimp fishing areas.
                       396

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                        ASTORIA
                      GARIBALDI
                    NEWPORT
                   WINCHESTER BAY
                  COOS BAY
                BAM DON
           \   PORT ORFORD
          1    »GOLD BEACH
           V;|\ BROOK INGS
                                         WASHINGTON
                                           OREGON
                                        CALIFORNIA
       Adapted from Figure A2-1,  PFMC  1981b.
Figure 98.  Oregon pink shrimp fishing  areas.
                        397

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     Fishery  Biology--Since 48 spec'ies  of  groundfishes are  taken in  the
fisheries,  only general aspects of their species  biology will be addressed.

     Most groundfishes spawn  during winter or  early spring (Table 55), with
a migration to deeper waters  preceding  spawning.  The exception is lingcod,
which migrates into  shallow  rocky reef areas to spawn  during October  and
November.  Rockfishes of the  genus Sebastes are ovoviviparous (i.e., bearing
young alive)  and many  species  form dense schools  at  certain times of  the
year  (PFMC 1980).  Some rockfish species, such as splitnose (Sebastes
diploproa), stripetail (S.  saxicola), sharpchin  (S. zacentrus), snortspine
thornyhead  (Sebastolobus alascanus),  and  redstrfpe (Sebastes proriger),
exhibit slow  growth and relatively low productivity when compared to other
members of  the group (PFMC  1980).

     Oviparous (egg-laying)  groundfish  species demonstrate a range of
reproductive strategies.   Eggs may  be pelagic  (e.g.,  Pacific hake),
semipelagic  (initially demersal, subsequently pelagic)  (e.g., Pacific
halibut), demersal without parental  care  (e.g., Pacific cod), or demersal
with parental care (e.g., lingcod) (Hart 1973).

     The majority of groundfishes feed on macroplankton (e.g., euphausiids)
or benthic  invertebrates.  Many are opportunistic feeders,  and some  are
piscivores  (Hart 1973).

     Groundfishes occupy  a  wide range  of  habitats and depths.  During
northerly  feeding migrations from  spawning  areas offshore of southern
California  in spring and summer, Pacific hake aggregate in midwater over  the
outer  shelf  and  upper slope areas  of  the  northeastern Pacific.  Adult
sablefish are generally found in the  deeper  waters of the continental slope
over mud-sand bottoms.  Pacific cod,  lingcod,  and most flatfish species
occur  predominantly on the shelf.  However, Dover sole,  rex sole,  and
petrale sole  frequently inhabit slope  areas as  well  (PFMC  1980).   Mud  and
sand substrates appear to be the preferred habitat of flatfishes.

     Table  55 lists the wide depth  distributions of the rockfishes.  These
range  from the extreme  depth of  1,554 m occupied by  the shortspine
thornyhead  to the  nearshore areas inhabited  by black rockfish (Sebastes
melanops).   Generally,  rockfishes  occur over  hard,  rocky bottoms (PFMC
1980).

     Inshore  areas are important in the life  cycles  of several groundfish
species.  The intertidal and  nearshore areas serve as  a nursery area  for
many species  (Hart 1973).

     Most groundfish species do not display  extensive migrations along  the
coast.   The exceptions are  petrale sole,  sablefish, and Pacific hake, which
are known to  travel long distances (PFMC 1980).

     Salmon life  cycles involve  both  freshwater and marine components.
Chinook  and  coho  salmon are  the primary species caught  in the ocean
fisheries.
                                  398

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                TABLE 55.  SPAWNING PERIODS AND DEPTHS INHABITED BY
             PRINCIPAL GROUNDFISH SPECIES OFF WASHINGTON AND OREGON3
Species
Roundfishes:
Lingcod (Ophiodon elongatus)
Pacific Cod {Gadus macrocephalus)
Pacific Hake (Whiting) (Merluccius productus)
Sablefish (Anoplopoma fimbria)
Rockfishes:
Black (Sebastes melanops)
Blue (S. mystinus)
Bocaccio (S. paucispinis)
Canary (S. pinniger)
Chili pepper (S. goodei }
Darkblotched TS. crameri)
pacific Ocean Perch (S. alutus)
Shortbelly (S. jordani)
Shortspine Tfibrnyhead (Sebastolobus alascanus)
Silvergray (Sebastes brevlspinis)
Splitnose (S. diploproa)
Stripetail TS. saxicoia)
Vermilion (S. mim'atus)
Widow (S. entomelas)
Yellowtail (S. flaviaus)
Flatfishes:
Arrowtooth Flounder (Atheresthes stomais)
Dover Sole (Microstomus pacificus)
English Sole (Parophrys vetulus)
Pacific Sanddab (Citharichthys soraiaus)
Petrale Sole (Eopsetta jordani)
Rex Sole (Glyptocephaius zachirus)
Starry Flounder (Platichthys stellatus)

Spawning Period
Oct-Nov
Jan-Mar
Jan-Apr
Nov-Apr
ND
Jan-Mar
Nov-Mar
Nov-Mar
Nov-Mar
Nov-Mar
Feb-Mar
Jan-Apr
Mar-May
Jun
Feb-Jul
Nov-Mar
Nov-Mar
ND
Nov-Mar
Dec-Mar
Nov-Mar
Nov-Mar
Jul-Sep
Nov-Mar
Jan-Jun
Nov-Feb
Depth Range
(m)
2-183
18-165
36-503
146-1,829
0-91
0-91
73-219
91-219
110-274
91-457
91-457
91-274
274-1,554
91-274
183-457
91-274
18-201
55-320
73-219
55-640
36-1,463
18-274
18-110
36-457
36-457
0-165
a Adapted from Table 12 of PFMC (1980).

ND = no data available.
                                       399

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     Young chinook  salmon migrate  into marine waters after  spending
approximately  1 yr in freshwater  (spring chinook)  or  less  than a year (tan
Chinook) (Cumbow  1977).  These species undertake wide-ranging migrations in
the  northern  Pacific Ocean,  feeding  on small  fishes [e.g. sand  lancj;
(Ammodytes  hexapterus), eulachon  (Thaleichthys  pacificus). hernngj ana
crustaceans (Cumbow 1977; Hart 1973J":Chinook  are known  to  venture out to
1,600 km offshore where they remain well below the  surface  (Hart 19/3).  ine
chinook spawning migration to  coastal  rivers occurs in  late spring and eariy
fall when the  adults are 3 to  5 yr of  age (Cumbow 1977).  The  adults feed on
fishes, particularly  herring  and sand  lance.   The  Columbia River chinook
stock contributes substantially  to  the ocean troll  fishery  off Washington
and Oregon  (Cumbow 1977).

     Coho salmon migrate out of  freshwater streams after a  1 yr residence
(Cumbow 1977).  The marine  migrations of juvenile coho are  believed to be
less extensive than those undertaken  by chinook (Cumbow 1977).  Young coho
feed on squid, euphausiids, and  fishes while at  sea (Hart  1973).  Adults
return  primarily as 3 yr  olds, with  spawning  migrations occurring in
September and  October  (Cumbow 1977).   Mature coho  also  feed primarily on
herring and sand  lance.

     Pink,  chum, and sockeye salmon also  spend  portions  of  their lives in
open ocean  waters, but are not  important in the ocean  fisheries,

     Dungeness crabs  mate between February  and June, with  peak activity
occurring during April  (PFMC 1979).  Egg-bearing  females occur in Washington
coastal  waters  during November  to  March  and in  Oregon during October to
March  (PFMC  1979).   Eggs  hatch during the winter  in  shallow nearshore
waters.

     Crab larvae are pelagic for approximately  3 to  5 mo while they drift
offshore during the winter to  distances of as  much  as  96 km from shore (PFMC
1979).   Coastal estuaries and  bays are nursery areas for juvenile crabs.

     Dungeness  crabs  are opportunistic  feeders, taking primarily
crustaceans, clams, and fishes (PFMC  1979).  Also included in the diet are
echinoderms, snails, and  polychaetes.  Preferred  habitat for Dungeness crabs
is sand  or  sand and mud bottoms,  although  rock and gravel areas may also be
utilized (Browning 1980).  Dungeness crabs are common  to a depth of 91 m but
have also been taken  in  trawls  fished at 274  m  (PFMC 1979).   Extensive
large-scale movements of Dungeness  crabs  between major fishing areas have
not been documented.  However,  seasonal onshore  (spring-summer) and offshore
(fall-winter) migrations  have  been observed (PFMC 1979).

     Pink shrimp are protandric  hermaphroditee  (male changing to female).
Mating  occurs during September and October,  with  eggs hatching during late
March through early April  (PFMC 1981b).  Larvae undergo 11 to  13 zoeal
stages  with an average duration  of 6.8 days  per  stage   (PFMC  1981b).
Although larvae are thought  to  be  pelagic,  they do  not  occur in surface
waters.  Juvenile  shrimp  settle  to the bottom beginning in July  and
extending through the fall.
                                  400

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      Pink  shrimp are primarily  detritus feeders,  utilizing the remains of
 polychaete worms,  sponges, diatoms,  amphipods, and  isopods (PFMC  19815)
 During  diel vertical migrations, shrimp prey  on euphausiids and copepods.

      Pink  shrimp range in depth from 36 m to  457 m and occur over green mud
 or  mixed mud and sand substrates (PFMC  1981b).   Maximum shrimp density is
 believed to occur off central  Oregon.

      Young, immature albacore occur offshore of Washington and  Oregon when
 warm  (14-21  C) water  masses extend  into  the northeast  Pacific  (Browning
 1980).   In this  area,  near-surface  feeding  albacore take  juvenile
 rockfishes, sauries  (Cololabis  saira),  anchovies, euphausiids,  and squid
 (Hart 1973; Browning 1980).AT waters  cool, albacore return to the southern
 latitudes of the North Pacific.

      While the fishery for Pacific  herring is currently  conducted only in
 the estuaries and bays of Washington and  Oregon, important  life stages occur
 in  offshore areas.   In  the fall, adults migrate from ocean  feeding areas
 into  protected marine  waters to spawn  in  winter and spring  (PFMC 1981c).
 After spawning, adults return  to ocean  feeding  areas.   Schooling juvenile
 herring also move offshore to feed during  March through July  (PFMC 1981c).
 In  the  ocean, herring are opportunistic  feeders,  taking  zooplankton,
 crustaceans, molluscs, cephalopods,  larval  fishes,  and pelagic eggs (PFMC
 1981c).  Additional  information on the  offshore oceanic  component of the
 herring life cycle is unavailable.

      Summary—Several aspects of the  biology of the  species  which support
 important fisheries should be considered in  selecting a  disposal site for
 manganese  nodule processing  wastes.   Demersal  eggs may  be  particularly
 susceptible to waste disposal, due  both to  potentially toxic substances and
 to  the physical  effects of deposition which  may smother the eggs.  Pelagic
 eggs and larvae may be affected  by wastes in the water  column,  especially if
 toxic components  are present.   Young  rockfishes may  be highly  vulnerable to
 wastes discharged in the water  column.  This is of  particular concern for
 species which are slow growing  and  have low  productivity  (e.g., splitnose
 and sharpchin rockfishes).

     Increased turbidity  associated with the disposal of  manganese nodule
 processing wastes may affect schooling behavior and migratory activity.

     Alteration  of the  plankton  community due to waste  discharges may reduce
 the availability  of food  organisms upon which many  species depend.

     Accumulations of wastes on  substrates  may alter the preferred habitats
of demersal species such  as flatfishes,  Dungeness crabs,  and pink shrimp.
 These species' remain in almost continuous contact  with  the substrate and may
be  susceptible to  contamination  from  the  wastes.  Bioaccumulation  of
potentially toxic substances (e.g., trace metals  and other components  of the
waste material) may induce diseases or other physiological abnormalities.
Additionally,  if  wastes affect  food organisms  of  demersal species, stock
abundance  may  be  altered.
                                   401

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     In summary,  the  biological  characteristics of important fish species
warrant  consideration  in  selecting an  appropriate  location  for  waste
disposal.  Particular areas of  critical importance to the life stages or
fishes (e.g., spawning,  nursery, feeding) should  be  avoided.  Also, specific
productive habitats such as the  green mud pink  shrimp beds and the sandy
Dungeness crab grounds warrant consideration  of protection from potential
adverse effects of  nodule processing wastes.

HAWAII

Physical  Characteristics

Bathymetry-

     Figure 99 presents the bathymetric contours  along the  axis of Puna
Canyon.  The morphology of the adjacent  Puna Ridge was  surveyed using a
submersible by Fornari et al. (1979).   The  ridge  is  a submarine continuation
of the East Rift  Zone of Kilauea  volcano, and represents a principal  locus
of submarine volcanic activity and  a major outbuilding site for Kilauea.
The micromorphology consists of fresh lava  pillows and cylinders with a lack
of interstitial  sediments  and benthic fauna.   Subaqueous extrusions have
created narrow ridges oriented northeast-southwest.  The ridge reportedly
consists  entirely of  basaltic lava  outpourings  similar to those of Kilauea
(Moore 1965).  At the base of the ridge, lavas appear to "partially overlie
the volcaniclastic  and possibly pelagic sediments which mantled the early
submarine slope of  Mauna Loa" (Fornari et al.,  1979).

Circulation Patterns—

     The  primary  factors which  influence  current  patterns in Hawaiian waters
are the West Wind Drift, tidal  motions,  and an  anticyclonic gyre northeast
of the islands.   Currents generally  show  strong tidal variations, frequently
including direction traversals  over a  tidal cycle,  but are modified locally
by winds, internal  wave motions, and other  factors.

     The  small  amount of literature on Hawaiian  circulation  patterns is
summarized in Laevastu  et  al .,  1964; Wyrtki  et al.,  1969;  Patzert 1969;
Patzert et al., 1970; and Bathern 1976.  Data on  currents near the Island of
Hawaii  are very limited.   According to the  Coast Pilot, along the northeast
coast,  from Cape  Kumukahi the eastern  extremity,  to  Upolu Point the northern
extremity, the current  sets generally  to the  northwest.  A flood  tidal
divergence reportedly occurs off  Point Kumukahi, driving the northwesterly
flow.   Laevastu et  al. (1964) indicate that flow in  this direction persists
even  on the ebb tide beyond the 183  m (600  ft)  depth  contour.

     In examining data available near proposed  dredge spoil disposal  sites
off of Hilo (Figure 100),  it became  apparent that previous oceanographic
measurements  were made either  within  Hilo  Bay or much farther offshore in
waters  exceeding  3,000 m (10,000 ft)  (Neighbor Island Consultants 1977).  A
very  limited  amount of current  data are  available for dredge spoil disposal
sites  9 and 9B near Hilo Bay.   At the Inner  Hilo site 9 which is in 340 m
(1,115 ft) of water, two  days  of surface  current measurements  (drogue
                                   402

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 156°      155°
                                                                       18°
                                  155°
                                      50
                                     	I  NAUTICAL MILES
I    I    I    I   I    I
0                    50

CONTOUPS IN THOUSANDS OF FEET
                        KILOMETERS
ADAPTED FROM MOORE 1965
    Figure  99.   Bathymetry of the  Puna  Canyon,
                                  403

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      10'
                                     155°00'
                                                                      154°50'
                  HltO
     HAWAII

      I	
                                                                                58'
                                                                                54'
                                                                                50'
                                                                                46'
                                                                                19°42'
0
I
 2      4

_l	I NAUTICAL MILES

     	1  KILOMETERS
                                                             REFERENCE: EPA 1980C
       I
      4
        8
            Figure 100.   Proposed  and alternative  dredged material
                          disposal  sites.
                                        404

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 movements)  indicated northwesterly flows at  between 15 and 36 cm/sec.   Upper
 subsurface  currents were  highly variable with some tidal  correlation.
 Deeper  currents decreased in magnitude but became more uniform in  direction.
 remaining between 338° and 20° of magnetic north.  Surface currents  had ISC'3
 reversals in  direction.  At  15 m (50  ft),  currents ranged  from  15 to 57
 cm/sec, decreasing toward the bottom  to between 0 and 15 cm/sec.   At site 9B
 (Outer Hilo)  which is  in 329 m (1,080  ft)  of water,  surface drogue
 measurements indicated  a moderate  west-southwesterly  flow.  Subsurface
 currents of  less  than  26 cm/sec  were generally  oriented toward the
 northwest.   A tidal  influence was  evident on all records.   The EIS for
 Dredged Material Disposal Sites Designation (U.S. Environmental  Protection
 Agency  1980c)  indicates that current  speeds  at these sites  were 29, 19, 16,
 and  11  cm/sec for meters at 15,  45,  183,  and 340 m, respectively, with
 deeper  flows  being towards the north.

      Current  measurements have also been made at nearby University of Hawaii
 Station 212 off Alia Point to the  north of Hilo in 210 m of  water  (Wyrtki  et
 al.,  1969).   August 3 through  15  recordings for  a meter at a 30 m (98 ft)
 depth indicated strong easterly (107°  true)  average  current speeds of 32.7
 cm/sec, with  weak tidal currents superimposed.

      Temperature, salinity,  and density  data for  deepwater stations
 northeast of  the Island  of  Hawaii,  shown  in Figure 101,  are presented  in
 Figure  102.   Based  on density data at adjacent  stations (Figure  102),
 geostrophic  flows have been  calculated  for this general  area  as well  (Figure
 103).

     Additional physical  oceanographic  data  is  currently  being collected  in
 the Puna Canyon area  in conjunction  with a  Sea Grant-sponsored geological
 and geochemical assessment  of proposed  manganese nodule processing  waste
 disposal sites (John  Wiltshire,  personal communication,  1982).  Measurements
 include temperature,  salinity, currents, light levels, and dissolved  oxygen.

     In January, the  surface water temperatures  were 25° C, decreasing  to
 22° C at 152 m  (500  ft).  At this point,  a relatively  sharp thermocline
 occurred down to 243  m  (800  ft).   Beyond this depth, temperatures  continued
 to decrease, reaching 9°  C at 426 m (1,400 ft).

     Currents nearshore appear to be southward and  can reportedly be  as  high
 as 100 cm/sec.  Deeper  than  30 m (100  ft), currents decrease significantly,
 becoming negligible.   Offshore,  from 15 to 35 km, northward surface currents
 are weaker,  being  25.7  cm/sec or less.   Subsurface  currents decrease  quickly
 as a function of depth, and  tend to flow to  the  south.

     Currents along the canyon axis at 426 m (1,400 ft)  range from  0  to  13
 cm/sec,  and  directionally  are  a  function of tides,  being upcanyon  on a
 rising tide  and downcanyon  on  a falling tide.   Bottom visibility  is  very
 high due to  the lack  of any  sediment, sources nearby, the closest drainage
being 50 km  (28 mi) away.
                                   405

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     157° W
•  AUGUST


O  MARCH
156° W
                                            155° W
                                                                154° W
                                                    t 517/14
                                                    ^469/18
                                                               '517/13
                                                                           21" N
                                                   20° N
                                                                           19° N
                               STATION LOCATIONS FROM: NATIONAL OCEANIC DATA CENTER
     Figure 101.   Stations  used  in the  calculation of
                    geostrophic currents.
                                    406

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        TEMPERATURE (°c)

    0   5
                     SALINITY (ppt)
10  15   20   25   34       35
 J	1	1
 700-
 800-
 900-
1000-1-
                                               24
 DENSITY (at)

25       26
                                                                         27
                                           DATA FROM: National Oceanic Data Center
      Figure 102.   Temperature, salinity, and  density  at  Station
                     469/18,  20°02'N,  154*44'W,  March 17,  1953.
                                  407

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      VELOCITY (cm/sec)
      0   5   10   15
VELOCITY (cm/sec)
-10 -505
                                                             VELOCITY (cm/sec)
     --100
 -P-  -#200
     4-300
                  040°T  220°T
        500
STATIONS 517/13-
517/14
AUGUST 8-9, 1953
                                       100
                                -•=-  -  200
    I
    III
    Q
                                         040 °T
300
                                       400
                                       500
   STATIONS 517/14-
   517/15
   AUGUST 9, 1953
                                                        220 °T
                                                                             040 °T
                                                                      700
                                                                       800
                                                               STATIONS 469/17
                                                               469/18
                                                               MARCH 17, 1953
                                                DATA FROM: National Oceanic Data Center
          Figure 103.   Geostrophic  current profiles for  waters
                         northeast of the  Island of  Hawaii.
                                        408

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Representati ve  Area

     For the purpose  of  this project,  the Puna Canyon area is discussed  in
view of its proximity to an existing dredge material disposal site (9B).   It
should be noted that  site 9A in 2,103 m (6,900 ft) of water (Figure 100) was
relocated  to site 98 due to  intense commercial  fishing at 9A  (Neighbor
Island Consultants 1977).

Bi ol ogi cal Characteri sti cs

Open Ocean Environments  off Hawaii —

     In open ocean environments (> 4,000 m  depth) of the  tropical  North
Pacific which  are  far removed from  effects  of proximity  to the Hawaiian
islands, virtually all  primary  production is  performed by phytoplankton.
Due to its dependence on sunlight,  phytoplankton  production is limited  to
the upper  (< 100 m usually) sunlit layers  of the  ocean.  All other life  in
these environments is dependent on  the fixation of  carbon by phytoplankton,
and hence  production  by  the phytoplankton is essential  to all higher trophic
levels.   Phytoplankton production in the tropical  Pacific is  primarily
limited by the availability of nutrients  (especially nitrogen as nitrate  or
ammonium), which are  typically in very low concentrations in the upper 100 m
(Anderson  1979).   Nutrients  are  supplied to  the  phytoplankton either  by
upward transport from deeper,  nutrient-rich water,  or by excretion of animal
wastes.  As a consequence of the  strong vertical stratification of the water
column, the supply of nutrients  from deeper waters  is slow.   Regeneration  of
nutrients  by animals  is  important, but due to losses  from the upper layers
(e.g., the sinking  of  fecal pellets), it  cannot completely supply the
required nutrients.   Since nutrients are in  short supply, phytoplankton
production is  quite low [100-200  mg C nT2 day'1; Chan  and Anderson (1981)],
and consequently, production at all higher trophic  levels is  also low,
relative to coastal and nearshore areas.

      One  result  of  the supply of nutrients  from deeper waters  is  that
phytoplankton  biomass  is often greater  deep in the euphotic zone than  at
shallower  depths.  Venrick et  al . (1973  reported,  for instance, that a
subsurface maximum in chlorophyll  a concentration (a  commonly-used measure
of  phytoplankton  standing stock)  was typically found at  depths receiving
only  0.1-1 percent of the incident light  at  the surface,  and that more than

                                                                    s?k a:

                                                                       s
 the "resultant  sinking of diatoms (Vennck  et al., 1973).

      Oceanic phytoplankton are  primarily consumed  by zoopl ^™> m*n/ °f

                                    409

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Pacific, perhaps best represented by the  calanoid copepods,  of which there
are dozens  of  species in this environment.   While many  zooplankton species
inhabit the euphotic zone, others  perform limited  (< 200 m) die! vertical
migrations which  bring  them into  the  euphotic zone  only  at  nignt.
Zooplankton occur at all depths  throughout the water column in the tropical
Pacific, but  those occurring  below  about 200 m  are almost exclusively
carnivores  and/or detritivores.

     All animals larger than  zooplankton  which inhabit the water  column are
classified  as nekton.   This group includes  not  only  fishes,  but squid,
shrimp, whales, dolphins, etc.   Common  fishes occurring  near  the  surface in
tropical Pacific  waters include  flying  fishes,  dolphin (manimani)
(Coryphaena hippurus). yellowfin and skipjack  tunas (Thunnus albacares and
Euthynnus pelamis), marl ins, and barracuda  (Sphyraena spp.) (Gosline and
Brock 1960).  Other large pelagic  fish  species,  such as albacore (Thunnus
alalunga), bigeye  tuna (J.  obesus), and broadbill  swordfish  (Xiphias
gladius),  occur very  infrequently near  the  surface,  and more  typically
"inhabit" depths of 37 m or more  (Gosline  and Brock  1960). Marine mammals of
the tropical Pacific include  various  whale and dolphin species.   The larger
nekton species are generally  strong swimmers which  range  over  large areas of
the oceans  and are  not restricted  to  a  single geographic area.  Because
oceanic primary production  is low in the tropical Pacific, and because these
large species  of nekton are a  number  of trophic  levels  removed from the
primary producers, they are quite rare  considering the total  expanse of the
oceans.  Nevertheless, certain  species (e.g.,  tunas,  whales, dolphins) are
known to school, and consequently they may be abundant  in a given area for a
short period of time.

     Many small nektonic species in the tropical  Pacific  inhabit mesopelagic
depths (100-1,000 m),  and  many  of  these  perform  die!  vertical migrations
into the epipelagic zone (< 100 m)  [cf.  Clarke  (1973, 1974); Clarke and
Wagner (1976)].  While these species  are widespread, individuals of these
species are not as wide-ranging  as those of the larger, epipelagic species.

     With the exception of  flying  fishes,  which attach their eggs to
floating objects, all  other pelagic fish  species  in these environments lay
and fertilize their  eggs in  the sea  itself (Gosline  and Brock 1960).  The
eggs and larvae, collectively referred  to as ichthyoplankton, are carried
about by the currents.  The larvae  are typically  very small, and dependent
on plankton for food.

     Another important, although temporary,  component  of the open pelagic
community is the young of reef and  inshore fishes.   While in  some cases the
occurrence  of these  young fishes in  the  epipelagic zone  of the open sea may
be a chance effect of currents  carrying small  fishes  with limited swimming
abilities away from their normal inshore  habitat,  in other cases, the young
of certain  species (e.g., surgeonfishes,  goatfishes, eels) may possess
certain characteristics which represent adaptations to  an open sea existence
(Gosline and Brock 1960).

     Benthic animals,  including both organisms living in  and  on the sea
floor and demersal  organisms  swimming just above the sea  floor, are entirely
                                  410

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 dependent on the production of organic  matter in the overlying  waters.
 Organic matter is transported to  the deep sea benthos  by sinking carcasses,
 fecal material, exoskeletons, and detritus,  and by the vertical migrations
 of some nektonic species.   Since the  supply  of organic matter is inversely
 related to the distance from  the  surface, and  since  primary production  in
 the  tropical  Pacific  is  very low, deep  benthic life there is  sparse  by
 comparison to benthic communities  in shallow, nearshore areas.  Very little
 is known  about  the  life histories,  reproductive strategies, modes  of
 feeding, etc. of the  deep-sea benthos  in  the tropical Pacific.   Suffice  it
 to say: however, that  these  communities  are ill-adapted to environmental
 perturbations  of  any  kind,  since  temperature,  salinity,  chemical
 concentrations, rate  of sedimentation, etc.  are virtually constant at any
 given location.   Deep-sea benthic  organisms are  typically  either large,
 mobile scavengers able to  locate  and utilize  large  organic "windfalls" such
 as carcasses, or very small  (less  than a few  millimeters in length)  and not
 very mobile organisms living  on or in the sediments.

     In a  study of  the deep-sea  benthos at a  site underlying the North
 Pacific  Central  Water Mass north  of Hawaii,  Messier and  Jumars  (1974)
 reported that macrofaunal  abundances ranged from  only 84-160 individuals/m2,
 with polychaetes dominant.   Other  abundant taxa  included tanaids,  bivalves,
 and  isopods.  Meiofaunal  abundances  were at least 1.5-3.9 times  larger than
 those of macrofauna,  with  nematodes  dominant.  Other abundant  taxa included
 foraminifera and xenophyophoridans, although separating  living  from dead
 individuals of each  was impossible.  The primary  mode of feeding  for the
 benthic fauna appeared to  be  deposit feeding.   Diversity  was  high,  but the
 abundances of individual  species were very  low.

 Shelf Environments of Hawaii —

     Due to the relatively narrow shelves  surrounding the  Hawaiian islands,
 the available shelf  environment is small.   Nevertheless, there are some
 important  differences  between the shelf communities and  those  in either open
 ocean or nearshore environments.

     As in open ocean  environments, virtually all of the  primary production
 in the shelf communities surrounding the Hawaiian islands  is attributable to
 phytoplankton.  Unlike open ocean waters,  however, where  both  phytoplankton
 standing  stock and primary production are typically quite  low,  phytoplankton
 communities near the  Hawaiian islands  are apparently  influenced by  a
 so-called  "island mass effect,"  which increases  both the  phytoplankton
 production and standing  stock,  especially on the leeward side  of the
 islands.   Gilmartin  and  Revelante (1974) reported,  for instance, that
 phytoplankton standing  stocks  (as measured  by chlorophyll _a concentrations)
 at stations less than  1 km from the coast were approximately double those in
 offshore waters,  while  rates of primary  production were 4-5 times higher at
 these stations than in  offshore areas.  Whereas phytoplankton in offshore
 open ocean areas were  apparently nutrient  limited, those  at  stations less
than 1  km  from the coast did  not  appear to be nutrient limited.  Gilmartin
 and  Revelante (1974)  attributed this  apparent "island mass effect  to
turbulence and vertical  mixing  in  the  channels between  the  islands.
Although  such an effect  would be  expected on the leeward side  of the
                                   411

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Hawaiian  islands  (i.e.,  to the west of the  islands, since the prevailing
ocean currents are towards the  west), due to tidal  reversals of the currents
in the island  channels, there may  be  a similar, albeit  less pronounced,
effect on  the windward (i.e.,  eastern) side  of  the  islands.  Gilmartin and
Revelante  (1974) noted an  increased proportion  of  net phytoplankton
(including  a number of neritic  diatom species) and  a  decreased proportion or
nanoplankton at  stations  close  to shore, relative to those  in  offshore
waters.

     Due  to the narrowness of the Hawaiian  shelves, it is unlikely that a
resident  zooplankton  community would develop there.  Instead, it is more
likely that zoopl ankton present in this environment  would be composed of a
mixture of  oceanic and neritic  species.

     In inshore Hawaiian waters at depths less  than  30 m, the pelagic fish
community consists of both some of those species  listed previously which are
more typically  found farther  offshore, and other  species which are to a
major extent restricted to this area [e.g., bonito  (Euthynnus yaito), bigeye
scad (Selar crumenoptalmus). mackerel  scad  (Decapterus spp.); cf. Gosline
and Brock (I960)].

     Nearshore waters of the Hawaiian  islands  represent important habitat
for the endangered humpback whale (Megaptera novaeangliae).  These whales,
which spend the summers in  subarctic waters and  overwinter near Hawaii, are
commonly  found in nearshore waters around the island of Hawaii, especially
off the northwest and  southern  coasts (cf. U.S.  EPA, 1980c).   Humpback
whales are  present in Hawaiian  waters from November to  May, and calving
occurs mainly between January and  March.  Other marine  mammals occur in
Hawaiian nearshore  waters, but  none  apparently  have  critical  habitat
requirements around the island  of Hawaii.

     Due  to the  volcanic  origin  of  the Hawaiian islands, there  is a
precipitous increase  in depth with distance offshore,  and consequently there
is not an  extensive shelf  benthic  community as  found  on the  shelves
surrounding the continents.  Benthic animals at these depths (< 200 m) may
be detritivores,  suspension feeders, or carnivores.   The shallower portions
of this habitat grade into  the  nearshore environment.

     Some important commercial  species  occur at depths greater than 100 m
around the  Hawaiian islands.   Included  are the precious corals (e.g., black
coral, gold coral, and pink coral), which feed on sinking detrital material,
and various crabs,  shrimps, and demersal  fish species  [e.g., groupers
(Epinephelus  quernus ),  red  (Aphareus ruti1ans ,  Etel is  marshi ,  and
E. carbunculus)  and  pi n k  (Pristipornoides filamenfosus  and P. sieboldji)
snappers, amberjacks  (SerioTa~dumerilii)]; cf. Hawaii  Department: of Land and
Natural  Resources (HDLNR)  (198UJI

Nearshore  Environments around  Hawaii —

     The  nature  of the nearshore  environments around  Hawaii  is  largely
determined  by the position  of  the coast relative  to the prevailing winds and
currents.  Hence, the windward  (or  eastern)  sides of  the islands  have
                                  412

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cirfoc   l£ ?h     !!  nearshore environments  than do the leeward  (or western)
ilrrV.c^    • "indwar^nside of the  island of Hawaii, for instance, depth
ilwirnn   q.  "  paP1dly with  di stance  from  shore, and the  nearshore
environment can best  be described  as  a  high-energy environment.
Consequently, the growth of coral  is very limited there.  On the leeward
side of Hawaii,  however, the coastline  is more  protected, and extensive
coral reefs have developed.

     As in waters slightly  farther offshore, the phytoplankton  found in the
nearshore environment  are  not likely to be nutrient-limited.  With good
vertical mixing  and  an adequate  supply  of nutrients, both phytoplankton
production and standing stock are  likely  to be higher here than in offshore
regions.  In addition to  the primary  production by phytoplankton, however,
is the contribution of  benthic algae.

     Unlike some other  coral reef communities, where coelenterate corals are
the dominant reef builders, crustose coralline algae are much more important
in this role in  Hawaiian  waters  (Littler 1973).  Benthic  algae and aquatic
vascular  plants may be  very abundant in tide pools  or  anchialine pools
[i.e., shoreline  pools without surface  connection  to the sea but having
waters  of measurable salinity (0.5-30 percent),  and showing  tidal
fluctuations; cf. Gosline and Brock (1960),  Brock and  Brock (1974)].  Hence,
there is an appreciable contribution  to  nearshore primary productivity by
benthic plants.

     Zooplankton are still  the primary  consumers of  phytoplankton in the
nearshore environment.  There are  a variety of benthic organisms which
consume benthic  plants.

     The community of fishes and  benthic organisms  inhabiting coral reef
environments  should be  considered  as a whole.  Both  fishes  and  benthic
organisms are influenced  by physical  factors (e.g., wave exposure, salinity,
turbidity),  they interact  in ways which structure their environment, and
each affects the distribution of the other.

     Whereas large portions of the coasts of the other Hawaiian islands are
fringed by  coral  reefs, only a  small  section of the  northwest  coast of
Hawaii  has a fringing reef  (Devaney  and  El dredge 1977).  The presence of a
fringing reef at this location is likely due to its leeward position on the
island  with respect to the  dominant, wi nds  and waves.  However,  the
semi-protected nature of  the area  north  of Keahole Point  on the Kona coast
of Hawaii  may also be the reason that coral  growth  is less vigorous there
than  in  areas south  of  Keahole Point.   Gosline  and  Brock (1960) felt that
this  might be attributed  to occasional  occurrences of muddy water there as
well  as  fine sediments  in some of the  bottom deposits.

     Following a  biological reconnaissance of the northern Kona coast of
Hawaii,  Brock  and  Brock (1974) divided the  nearshore  environment there into
three zones:  the  intertidal zone,  a  subtidal  "A" zone, and a subtidal  "B"
zone.
                                   413

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     The intertidal zone extends  from the highest  tidepools down  to the
level  of the lowest low tides.   Since tides  in Hawaii are  of limited
amplitude (< 1 m)  the vertical  extent  of  this zone is small.   The  intertidai
zone is subject to heavy surf and  is  consequently well  supplied with  oxygen
and food.  Sixty-eight  species  of invertebrates  were  identified from this
zone, including mollusks, crustaceans,  echinoderms, and  cnidarians including
some corals (Brock and  Brock  1974).   Sea urchins  and  snails were abundant
where wave action  was  strong, while  corals,  sea cucumbers, rock oysters,
hermit crabs, encrusting sponges,  tube worms, and brittle stars were  common
in the more protected tidepools.   The fishes  found  in the  intertidal zone
were for the most  part juveniles of many species which as adults are found
in deeper water farther from shore  (Brock and Brock 1974).

     One curious feature of certain nearshore areas on  the island of  Hawaii
is the presence of a fresh water lens  overlying more saline seawater.  Since
the lava rock is porous, fresh water from the land percolates  through  it and
at the land-water  interface this fresh water  may mix with the seawater and
appreciably lower  the salinity  (Brock  and  Brock  1974).  This subtidal zone
"A"  includes both coastal  ponds  with  connections  to the sea and the
aforementioned  anchialine  ponds  without surface  connections to the sea.
Organisms found  in subtidal   zone  "A"  are  euryhaline (i.e., they can
withstand extended periods  of lowered salinity).  The  invertebrate fauna
includes an encrusting alcyonarian,  polychaetes,  attached  bivalves, and
crustaceans (e.g., some species of shrimps, crabs, and amphipods).
Echinoderms are conspicuously absent, and are  probably not capable of
tolerating the reduced salinity  (Br-ock and Brock  1974).  Only a  few species
of fishes were found in this zone.

     In areas with  little or no  freshwater influence, the subtidal  zone "B"
extends from just  below the intertidal to greater depths.   In areas where
freshwater is mixing in the shallows, subtidal  zone  "B" begins  at a depth
below the effect of this mixing.   While many invertebrates found  in the
intertidal occur in increased  abundance in subtidal  zone "B",  the  region was
dominated visually  by corals,  while other  invertebrates were hidden  within
the corals or in the surrounding areas.   Brock and Brock (1974)  identified
95 species of invertebrates  and  137 fish  species from this habitat.

     Sandy beaches occur along some  areas of  the  coast.    The resident
organisms on  these  beaches are  influenced by the  particle size of the sand,
the slope of the beach, and  the  color  of  the sand  (which is usually black on
the island of Hawaii).   The  beaches may be inhabited  by amphipods,  isopods,
ghost crabs,  mole  crabs, and various polychaetes and mollusks  (HDLNR 1980).

     In some  locations  along  the Kona coast of  the island  of Hawaii, the
remains of ancient  lava flows  extend offshore as a solid pavement  of exposed
basalt, containing many cracks  and  crevices which  provide  shelter for a
variety of organisms.   In such  habitats,  the maximum water depth is only 3-4
m.  The predominant benthic  organism  in  this  shallow,  reef-flat  habitat is
the coral, Pocillopora  meandrina, which grows as isolated  heads 10-50 cm
wide (Hobson  1974).Other coral species  may be interspersed  among the
P. meandrina,  and  various  sea urchins  may also be present (Devaney and
ndredge 1977).  Since this type  of  habitat is  generally found  where wave
                                   414

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 action is  high,  the organisms  living there  must be  able  to tolerate
 considerable water movement and wave  shock.   Among the fishes found  in  such
 areas,  for  instance, species of wrasse and damsel fish apparently take refuge
 in  small  holes and cracks  in  the rock,  while surgeonfishes seek refuge in
 open water  areas farther from shore (Gosline  and  Brock I960).

     In other areas  of the Kona  coast having exposed  shorelines,  basalt
 boulders  cover the bottom from shore to depths of about 15 m.  Various algae
 and corals, mostly encrusting varieties,  are  found on the surfaces of these
 boulders  (Hobson 1974).  While the upper part  of  this habitat is often swept
 by  a strong surge, the lower portion (at depths > 12 m) is calmer and  grades
 into fields of the  fingerlike coral, Porites compressus  (Hobson  1974).
 Fishes  within the boulder areas  must be capable of  tolerating the  strong
 wave surge  there.

     At the offshore edge of the shallow reef flats, and  at  other locations
 along the shore, a sheer basalt face  is found which drops precipitously to
 depths  of 10-15 m.  This reef-face  produces  a variety of habitats,  ranging
 from an area dominated by wave surge and  therefore resembling the reef-flat,
 to  an  assemblage  of boulders at  the  base of  the reef  face, having a
 community of encrusting corals and algae.   Planktivorous  fishes  tend to
 congregate  adjacent to such reef faces (Hobson 1974).

     Beyond depths of approximately  25 m, the sea floor increases rapidly in
 depth with  increasing distance  from  shore.   Near the rim of this drop off,
 the sea floor is generally overgrown  with  the fingerlike  form of  Porites
 compressus, interspersed  with massive heads of _P. pukoensis,  bare basalt
 boulders, and sand patches.  Planktivorous fishes are especially abundant in
 the overlying waters (Hobson 1974).

     Different coral  assemblages  dominate in areas  protected  from large
 ocean waves.  Along the Kona  coast  at depths of 2-12 m,  the coral  Porites
 pukoensis grows in a variety of massive  formations.   If  there  is increased
 exposure to waves, however, _P.  pukoensis  is replaced by _P.  compressus as the
 dominant coral.  Habitats  dominated  by one  or the other  of  these forms are
 distinct from one another  in many of the other  resident  organisms as well
 (Hobson 1974).   The resident  organisms  may  include slate  pencil urchins,
 heart urchins,  cowries and other mollusks,  soft  corals,  filamentous algae,
 crustose  coralline  algae, bryozoans,  and  sponges  (HDLNR 1980).   This
 community is particularly vulnerable to anthropogenic alterations such as
 reductions in visibility associated with wastewater  discharges, increased
 sedimentation,  and freshwater  flooding.  It  is  important to note that the
 fish fauna of these coral-rich habitats varies considerably  between day and
 night.   In particular, fishes  inhabiting deeper waters by  day may move into
 the shallower coral  reef habitat at  night  (Hobson  1974).

     While the  preceding  generalized  discussion of coral reef habitats on
 the Kona coast  of the  island of Hawaii  is  based  largely  on  Hobson's (1974)
 study of the southern  coast, no  major differences would be expected between
 this area  and the northern  Kona  coast.   Similarly, the  preceding  description
of the  intertidal  and  shallow  subtidal  habitats is based largely  on the work
of Brock and Brock (1974)  on  the  northern  Kona  coast.   In  general terms,
that description  should  apply  as well  to the southern  Kona  coast.


                                    415

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     As previously mentioned, the eastern shoreline of the island of Hawaii
is considerably different  from the Kona  coast.  The  prevailing winds,
currents, and  waves all impinge upon  the  eastern shoreline, and consequently
there is little  coral  development there.   The  bottom drops off rapidly in
most areas,  and  in that respect would be expected to be somewhat similar to
the reef-face  environment  on  the Kona  coast,  which was  described above.
Certainly a  greater  diversity of  both  benthic animals  and the associated
fishes would be  expected along the Kona  coast than along the windward side
of the island of  Hawaii.    Invertebrates  along  the  eastern shoreline or
Hawaii are those capable of seeking  refuge in rock  crevices.   The fishes
inhabiting this  area are strong swimmers  tolerant  of strong wave  surges.

Hawaiian Fisheries —

     Hawaiian  fisheries primarily occur  within 32 km of the coast.   Several
factors are  responsible  for  having restricted  the  fisheries to the nearby
coastal waters.   These  include  the  narrowness  of  the insular shelf,  the
rather small size  of Hawaiian fishing vessels, the lack of good  harbors  and
facilities,  the  need for live tuna baitfish  which  cannot be transported long
distances, and the markets which  depend  primarily on fresh seafood  products
(HDLNR 1979).

     The island  of Hawaii supports an expanding fishing industry.  Hilo  and
Kona are the main  commercial  fishing  ports  (HDLNR 1979).   The largest sport
fishery in the state is also centered in  Kona, which annually hosts  a number
of billfish  tournaments.  Around the  island of Hawaii, tuna (Thunnus spp.)
fisheries are  the  most  important, followed  by  those for  limpets (opihi)
(Cellana spp.),  wahoo  (Acanthocybium  solandri), scads (Selar crumenoptalmus,
Decapterus spp.),  and blue  m a r 11ri'(Ma k aTra  n i g r i can s).   Landings on  tne
island  of Hawaii  in  1977 totaled 1.2  mi 11 ion  kg, with  a  value of $2.3
million (HDLNR 1980).   During 1978-1979,  712 commercial  fishing  licenses
were  issued on  the island  and  369  vessels  participated  in the various
fisheries (HDLNR  1980).  Handlines and trolling  are the  major fishing
methods employed on the island  of Hawaii.

     Fishing Areas--The night tuna handline or ikashibi  fishery around  the
island of Hawaii has been rapidly developing  since the early 1970s (HDLNR
1979, Ikehara  1981).   In 1977,  40 Hilo vessels participated in this  fishery,
while 10 boats fished out of Kona (HDLNR  1979).  Gross revenues to fishermen
from this fishery exceeded $2.9 million  in 1980 (Ikehara 1981).

     Ikashibi  fishing areas  are located  24-80 km  offshore of Hilo and Kona.
The best fishing occurs at the  steeply sloping edge of the shelf; about  400
m depth in the Hilo area and 200  m in  the Kona area (HDLNR 1979).  Handlines
are  fished  at  depths  of 23  to 60  m.   Yellowfin  tuna  (ahi)  (Thunnus
albacares) is  the  predominant species  taken  in  this  fishery,  fol I owed b'y
albacore (ahipalaha)  (T.  alalunga).  and bigeye  tuna  (T.  obesus)  (Ikehara
1981).  Several  billfisTi species  (istiophorids, Xiphias gTadius)  and dolphin
(mahimahi) (Coryphaena hippurus)  are  also  caught  in  this fishery.  These
species as well  as wahoo (ono) are also  taken in the day handline, surface
troll, and flagline (longline)  fisheries conducted within 32 km of the Kona
coast (HDLNR 1979).
                                   416

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      Deep-sea handlining for a number  of bottomfish  species  around the
 island  of  Hawaii is concentrated in rocky  areas having dropoffs,  pinnacles,
 and  depressions in depths ranging  from 55 to 274m (Ralston  1979).  During
 1966-1977, the island  of Hawaii  accounted for nearly  19 percent of the
 bottomfish  landed in the  state (Ralston  1979).   Important species for the
 island  include the  red snappers  [lehi  (Aphareus rutilans), ehu (Etelis
 marshi). pnaga (E. carbuncul us)],  pink snappers  [kalikali (Pristopomoides
 sieboldii),  opakapaka (P.  fi 1 amentosus )] ,  gray snapper  (uku)  (Aprion
 virescens), blueline snapper (taape) (Lutjanus kasmira),  amberjack (kahala)
 (Sen"ola dumerilii), and jack crevalle  (ulua) (11 spp.  of carangids).

      Most  fishing for bottomfishes occurs  in  waters  3.2 to 32 km offshore,
 except  for  the catch of blueline snapper and carangid  species, about half of
 which is taken closer to shore (Ralston 1979).  The average annual reported
 catch of bottomfishes during 1973-1977 was 5,729 kg and  3,460 kg for waters
 adjacent to Kona and Hilo, respectively (HDLNR 1980).

      The midwater handline and net  fisheries for bigeye  scad  (akule) (Selar
 crumenoptalmus) and mackerel  scad  (opelu)  (Decapterus spp.) are important in
 the  nearshore ^waters of the  island of HawaTTT  Most  fishing occurs within
 3.2  km  of  shore  in  27-107 m  depths (HDLNR 1979).  This island typically
 accounts for  3 to  8 percent  of  the state's annual catch  of bigeye  scad;
 however, during  some years the  percentage increases to 10  to  18 percent
 (HDLNR  1979).   The  majority  of the  state's catch of  mackerel scad  (90
 percent in  1977)  is  taken  in  the nearshore waters  off the Kona coast (HDLNR
 1979).  A local fishery for  this species is also conducted near Hilo.

      Table 56 lists  the major  species taken in  statistical areas adjacent to
 Hilo  and Kona during 1977.  The inshore area encompasses the  waters to  the
 edge of the  outer  reef,  approximately  3.2 km out from the coast.   The
 offshore region extends from  the reef edge out  to 32 km.  Inshore fishes
 landed  in 1977 include  amberjack,  jack crevalle,  and red snapper (Etelis
 carbunculus).  Shallow water  schooling species  such  as bigeye scad, mackerel
 scad, and mullet  ('ama 'ama)  (Mugil cephalus) are also taken inshore by nets
 and  hook  and line.   Apparently, yellowfin tuna  are also caught in  the
 nearshore zone.  Fishes caught  in  the  offshore waters are primarily tunas
 and wahoo.   During  1978,  the  offshore area of Kona produced the largest
 catches of yellowfin  tuna  (^317,515 kg), blue marl in (^90,718 kg), and wahoo
 (^18,144 kg) in the  state  (HDLNR 1980).

     A small-scale  crab fishery is  conducted off  the Kona coast.  The Kona
 crab  (Ranina  ranina) is  harvested in certain  areas  on sandy bottoms at
 depths of 27 to 91 m.

     Precious corals  support a minor commercial  industry on  the island of
 Hawaii.   Pink coral  (Coral1iurn recundum)  occurs  off  Keahole Point on  the
 Kona coast.  The  deepwater  (400 m) bed,  which  occurs  on a hard substrate
 free of sediment,  is  estimated to  cover  an area of 0.24 km^  (HDLNR 1979).
 Black coral (Antipathes dichotoma, A. grandis. A. ulex)  is  collected at
 shallower  depths  (40 to 80 m)  within  4.8  km of shore.   Small black coral
beds are located  off  South Point and Mahukona on the island of Hawaii  (Poh
                                   417

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                             TABLE 56.  MAJOR FISH SPECIES  CAUGHT  IN WATERS ADJACENT TO
                                       HILO AND KONA,  ISLAND OF HAWAII, 1977a
00
Area 1
Hilo
Inshore0
(HDFG Block 105) yellowfin tuna
Offshored
(HDFG Block 125) yellowfin tuna
Kona
Inshore
(HDFG Block 101) mackerel scad
Offshore
(HDFG Block 121) yellowfin tuna
Species Rank Based on Total Pounds Landed
2345
bigeye scad mullet amberjack red snapper
skipjack tuna albacore tuna bigeye tuna wahoo
yellowfin tuna bigeye scad wahoo jack crevalle
blue marl in mackerel scad wahoo bigeye tuna

     Adapted from Table 6.2 of HDLNR  (1980).

     (1 = largest catch,  5  =  smallest  catch).

     From shore  to edge of  outer reef ^3.2 km.

     From edge of reef out  to  32 km.

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      ' ?rN?   ^    uPa  Se bSd, ]-S alSO found off the northeastern coast of
hf« ni(  H", 19 J'u Howe.ver> ,Gri99  (1974)  notes that many  areas remain to
be explored around  Hawaii, and thus  additional  commercial quantities of
black coral may exist.

      It is unlikely  that major new fisheries will  develop  within 32 km of
the coast of the island of Hawaii since  many of  the available fish stocks
are  already heavily exploited.  However,  as  newer, more sophisticated
vessels enter the fleets,  tuna  fisheries, which also exploit billfish,  may
develop further offshore.

     Currently, underutilized stocks include  sharks and shrimp.  Apparently,
market resistance is the  major  impediment to the shark fishery.  Surveys
have indicated an abundant shark  resource along the insular shelves of  the
main Hawaiian  islands at  depths  of  less than  91 m  (HDLNR 1979).   Major
species  include sandbar shark  (Carcharhinus  milberti),  tiger  shark
(Galeocerdo cavieri),  grey reef shark (C.  amblyrhynchos), and Galapagos
shark (C.  galapagensis ).   Oceanic  sharks  such  as  white-tipped
(.£•  1 ongTmanus), bl ue fPri onace gl auca ), and  mako (Isurus spp.)  are
currently  being harvested in the  longline  tuna  and bill fish  fisheries.
Incidental catches of demersal sharks  are also  made in the  bottomfisheries
at depths of less than  27  m.   It is estimated  that  shark landings  for  the
Hawaiian  islands could potentially  range  from  240,000 to 1,070,000  kg
annually (HDLNR 1979).

     The extent of Hawaiian shrimp resources remains uncertain; however,
shrimp are believed  to  be  widely distributed in  the water  surrounding  the
islands (HDLNR 1979).   Three caridean  shrimp species  (Heterocarpus ensifer,
H. laevigatus,  Pleisioneka sp.)  appear  to  be  most  abundant  at depths  of
274-640 m over a variety of bottom types.   H.  laevigatus occurs primarily
over steep, rough terrain.  The penaeid  shrimp~~[Penaeus marginatus) is a
somewhat shallower  species, occurring as subadults at depths of 64 m  and
gradually moving to  deeper waters  of 237 m as they  mature  (HDLNR 1979).

     In summary, there are  important  inshore  and  offshore fisheries
conducted in waters  adjacent to the ports of Hilo  and Kona on the island  of
Hawaii.  Because Kona  is  located on the leeward  side of  the island,  its
fisheries  are more diversified and its landings  are greater than at Hilo,
where rough waters limit fishing activity.   Most  fisheries occur within  32
km of the  coast; bottomfisheries  are conducted in areas where rocky habitats
are prevalent and tuna  fisheries  are conducted at the edge of the  insular
shelf.  Selection of a  site for the disposal  of  manganese nodule processing
wastes should certainly include consideration of  possible effects on these
productive fishing areas.

     Fishery Biology—Four tuna species support fisheries in the waters  of
the island of Hawaii.   Since  they are wide-ranging oceanic  fish,  little
detailed  information  is  available  concerning life  histories   of  the
individual  species.   The pelagic  tuna eggs  hatch  within 48 hours or less,
and the larval  stages persist for  2 to  3 weeks (Wise 1974).
                                   419

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     Skipjack  tuna  spawn throughout  the year in  tropical  waters,  and  from
late spring to  early  fall  in subtropical  areas.  Spawning is primarily
influenced by  warm water temperatures and occurs  in the central  Pacific
between longitude 150° E and 150°  W (HDLNR 1979).  Skipjack larvae  occur  in
surface waters where temperatures  are  above 24° C and are widely  distributed
in the Pacific.  In the Western  and  Central Pacific, larvae occur west  or
longitude 145° W between latitudes 20° N and 10° S,  and east of longitude
145° W between latitudes 10° N and  10°  S (HDLNR 1979).

     Yellowfin tuna and albacore  have  peak spawning periods during  June and
July.  Hawaii  is the easternmost  spawning  area of the North  Pacific  albacore
stock.  Yellowfin larvae are abundant in  oceanic waters during May  and June
but absent during November to March (HDLNR 1979).

     No data are available concerning  the seasonality of bigeye tuna
spawning.  Larvae of this species  are  found less regularly than yellowfin  or
skipjack tunas,  and appear to be  associated with land masses,  since  they are
seldom encountered  in oceanic areas (HDLNR 1979).

     The four  tuna  species  display specific  depth preferences.   Skipjack
tuna are primarily  surface dwellers, while yellowfin tuna occur in the upper
137 m of the water  column.   Albacore  are  common at depths  ranging  from 137
to 183 m, while  bigeye tuna  are  the  deepest dwelling of the four  species,
occurring between 183 and 274 m (HDLNR  1979).

     Wide-ranging migrations are  an important component in tuna life cycles.
Skipjack migrations  have  been intensively  studied,  revealing a  roughly
circular  migratory  pattern,  clockwise  in  the  North  Pacific  and
counterclockwise in the South Pacific  (HDLNR  1979).  Of primary importance
in the vicinity  of  the  Hawaiian Islands  are  the short-term movements and
behavior of small (< 2.7 kg) skipjack  tuna.  These fish appear to aggregate
in schools in  specific areas  during  the day,  a  behavior  which may  be
associated with  feeding (HDLNR 1979).   At night the school  disperses, only
to reform by sunrise in the  same  locale.

     Blue marl in and striped marl in  (Tetrapturus audax) are the two major
billfish species taken incidentally in  the  tuna fisherfes.   As  with tunas,
little specific  information  is available concerning the life cycles  of these
oceanic fish.    Both  species are  highly  fecund, pelagic  spawners.  Blue
marl in spawn throughout the  year in tropical  and subtropical  waters, while
striped marl in spawning occurs during  the early summer (WPFMC 1981).  Blue
marl in larvae are distributed in warm  (26-29° C)  surface waters.

     The distribution of blue marl in  is influenced by the abundance  of
skipjack tuna,  its  principal  prey.   Other forage  items include  dolphin,
squid, mackerel  scad,  and  the pelagic juveniles of  inshore reef fishes
(HDLNR 1979).  Striped marlin feed  opportunistically on squid and a variety
of pelagic fishes including  scombrids, anchovies, and sardines.

     Striped marlin typically occur  in surface waters  where temperatures
range from 20-25° C, but also are  found to depths of 183 m.
                                   420

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      Little information  is  available  concerning the life histories  of  the
 lutjanid and carangid  species which support Hawaiian  bottomfisheries.   It is
 known that these species  occur in areas of high relief such as rocky ledges
 pinnacles, and in depressions  (Ralston 1979).   Depth distributions for  the
 bottomfish species are shown in Table  57.   In some cases, this is  the  limit
 of knowledge concerning  a particular species.

      The red snapper  (Etelis  carbunculus) and the  two pink snappers are
 believed to be shoaling  species (Ralston 1979).

      Bpttomfishes utilize a wide variety of prey items, including larval and
 juvenile  fishes,  and   invertebrates  (e.g., copepods,  polychaetes,
 cephalopods, mollusks, crustaceans).  Spawning periods for the  gray  and pink
 snappers, amberjack, and  the carangid  species are believed to  be during the
 summer  months.   It  is speculated that gray  snapper and amberjack may  be
 migratory; however,  movement patterns  are  poorly understood (Ralston 1979).

      Bigeye scad and mackerel  scad  spawning occurs over an extended period
 from late winter-early spring  through August (HDLNR 1979).   Mackerel  scad
 spawn in relatively shallow  (i.e., 18-91 m) inshore  areas   (HDLNR 1979).
 Schools  of bigeye scad spawn  over flat, sandy  bottom areas at depths less
 than 22m (Gosline and Brock 1960).   Both  species  produce buoyant, pelagic
 eggs.   The diets of  these species include  planktonic organisms (e.g.,
 amphipods, crab  megalops, fish larvae) and small fishes.   Mature scad  occur
 in schools in  shallow nearshore waters.  Juveniles  remain  offshore  however,
 as far  as 129  km from the coast (HDLNR  1979).

      Little information is available concerning the  biology of precious  pink
 coral.    This  species is found  at  depths  of about 400 m  only  on  hard
 substrates  which are constantly swept  clean of sediment by strong  currents
 (HDLNR  1979).

      Black  coral  species   are found  in  habitats which include an irregular
 calcium  carbonate  substrate associated with  overhangs, caves, ledges, and
 dropoffs  (Grigg 1965).   Grigg  (1965) postulates that  their larvae are
 negatively  phototactic  and will  not  settle or survive  unless light
 penetration  is  less than 25 percent  of surface light.   Adult  colonies
 apparently  can withstand  light  intensities to 60 percent of incident surface
 light (Grigg 1965).  Current  speeds of 25 to  100 cm/s appear  to be optimal
 for  black coral  growth  (Grigg 1965).  However, colonies are limited  in
 high-energy wave surge  zones.   Suspended  particulates  increase the
 abrasiveness of  currents  and also  reduce  the habitable range of black coral
 (Grigg  1965).    The  food  of black coral includes  amphipods  and  copepods
 (Grigg 1965).

     Life  histories of Hawaiian deepwater shrimp species are not well known.
 Year-round spawning has been suggested (HDLNR 1979).   Heterocarpus ensifer
 is abundant between 274-457  m depth  in  water temperatures  of 8-10° C.
 H. laevigatus  occurs somewhat deeper  (457-640 m)  on steep  rough bottoms
"where temperatures range  from 6-9° C.
                                   421

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          TABLE 57.  DEPTH DISTRIBUTIONS OF HAWAIIAN BOTTOMFISHES3
              Species
Depth Distribution (m)
Red snappers:
     Aphareus rutilans
     Etells marshi
     E. carbunculus
Pink snappers:
     Pristipornoides filamentosus
     P. sieboldli
Gray snapper (Aprion virescens)
Blueline snapper (Lutjanus kasmira)
Snapper (Tropidinius zonatus)
Grouper (Epinephelus quernus)
Amberjack (Seriola dumerilii)
       110-183
       183-293
       201-293
        73-146
       146-256
      inshore-73
          91
       146-219
       128-219
        46-229
  Data from Ralston (1979).
                                   422

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     Summary-Overall, the biology of most commercially-important Hawaiian
species is not  well  understood.   Given this lack of  knowledge of critical
nre stages,  it is  in most cases  difficult to predict  the potential  impacts
of manganese  nodule  processing waste  disposal  on Hawaiian fishery resources.
However, this does  not mean  to  imply that potential  impacts on fish  are
negligible.   Some species  have particular characteristics which should be
carefully considered in determining the location  of a  Hawaiian disposal
site.  For example,  tunas, billfishes, and scads have pelagic eggs which  may
be  affected  by manganese nodule  processing wastes.   Increased water
turbidity associated with the  disposal  of  these wastes may also affect  the
schooling behavior  of small skipjack  tuna.

     In addition  to direct  effects  on developing  fishes, it is also
important to  consider the impacts of  the wastes on fish food resources.   For
example, alteration  of the  plankton  community may  adversely affect  fishes
with planktivorous  pelagic larvae.

     Demersal  fish  habitats are susceptible  to  the accumulation of waste
sediments.  Species supporting  fisheries  inhabit waters ranging in depth
from a few meters  (e.g., scads) to over 600 m (e.g.,  shrimps).  Bottomfishes
are abundant  in  areas  of high  topographic  relief, while pink  and black
corals  exist only  on hard  substrates free of  sediment.   Many of these
habitats are  highly  localized.   Therefore,  potential  waste sites should be
thoroughly  surveyed to document  the presence  or  absence  of productive
fisheries habitat.

     In summary,  given the current state of knowledge, it is difficult to
predict  the  magnitude of  potential waste disposal  impacts on Hawaiian
fishery  resources.  However, consideration  of  fisheries  should  not  be
lessened as  a result of this lack of  information.   It  is important that  the
disposal method  and site  be  carefully  chosen to avoid interfering with
fishing areas or  the life cycles  of economically valuable fish species.
                                   423

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