Eff lint Guidelines Division    EPA 440/1-84/073

                      June 1984
  evelopmeit
  ocument 1
Guidelines ajnd


Standards for the
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Aluminum Forming

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            DEVELOPMENT DOCUMENT

                     for

EFFLUENT LIMITATIONS GUIDELINES AND STANDARDS

                   for the

   ALUMINUM FORMING POINT SOURCE CATEGORY
           William D. Ruckelshaus
                Administrator

                Jack E. Ravan
      Assistant Administrator for Water

               Steven Schatzow
                  Director
  Office of Water Regulations and Standards
              Jeffery D. Denit
   Director, Effluent Guidelines Division

            Ernst P. Hall, Chief
          Metals & Machinery Branch

              Janet K. Goodwin
          Technical Project Officer
                  June 1984
    U.S. Environmental Protection Agency
               Office of Water
  Office of Water Regulations and Standards
        Effluent Guidelines Division
           Washington, D.C.  20460

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                            Agency
U,S.

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                            CONTENTS


Section                            Title

I              SUMMARY AND CONCLUSIONS                                   1

II             RECOMMENDATIONS                                          13
                    BPT                                                 1 3
                    BAT                                                 31
                    NSPS                                                41
                    PSES                                                58
                    PSNS                                                71

III            INTRODUCTION                                             87
                    Legal Authority                                     87
                    Data Collection and Utilization                     87
                    Data Collection Since Proposal                      91
                    Description of the Aluminum Forming Category        93
                    Description of Aluminum Forming Processes           97

IV             INDUSTRY SUBCATEGORIZATION                              135
                    Basis for Subcategorization                        135
                    Production Normalizing Parameter                   146
                    Description of Subcategories                       148

V              WATER USE AND WASTEWATER CHARACTERISTICS                165
                    Sources of Data                                    165
                    Presentation of Wastewater Characteristics         174
                    Core Operations Unique to Major Forming
                      Operations                                       175
                    Core Operations Not Unique to Specific
                      Forming Operations                               179
                    Ancillary Operations                               181
                    Treated Wastewater Samples                         187

VI             SELECTION OF POLLUTANT PARAMETERS                       541
                    Rationale for Selection of Pollutant
                      Parameters                                       542
                    Description of Pollutant Parameters                543
                    Pollutant Selection for Core Waste
                      Streams                                          616
                    Pollutant Selection for Ancillary
                      Waste Streams                                    647
                    Pollutant Selection by Subcategory                 674

VII            CONTROL AND TREATMENT TECHNOLOGY                        697
                    End-of-Pipe Treatment Technologies                 697
                    Major Technologies                                 698
                    Major Technology Effectiveness                     720


                               iii

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                          CONTENTS (Continued)

Section                            Title
                    Minor Technologies                                 736
                    In-Plant Technology                                771

VIII           COST OF WASTEWATER TREATMENT AND CONTROL                855
                    General Approach                                   855
                    Cost Estimation Methodology: Pre-Proposal          856
                    Cost Estimation Methodology: Post-Proposal         880
                    Summary of Costs                                   897
                    Normal Plant                                       897
                    Nonwater Quality Aspects                           897

IX             BEST PRACTICABLE CONTROL TECHNOLOGY CURRENTLY
               AVAILABLE                                               959
                    Technical Approach to BPT                          959
                    Rolling with Neat Oils Subcategory                 965
                    Rolling With Emulsions Subcategory                 972
                    Extrusion Subcategory                              978
                    Forging Subcategory                                984
                    Drawing with Neat Oils Subcategory                 987
                    Drawing with Emulsions or Soaps
                      Subcategory                                      991
                    Application of the Limitations in Permits          995

X              BEST AVAILABLE TECHNOLOGY ECONOMICALLY
               ACHIEVABLE                                              1049
                    Technical Approach to BAT                          1049
                    Selected Option for BAT                            1057
                    Regulated Pollutant Parameters                     1058
                    Rolling with Neat Oils Subcategory                 1061
                    Rolling with Emulsions Subcategory                 1064
                    Extrusion Subcategory                              1065
                    Forging Subcategory                                1068
                    Drawing with Neat Oils Subcategory                 1070
                    Drawing with Emulsions or Soaps Subcategory        1072

XI             NEW SOURCE  PERFORMANCE STANDARDS                        1147
                    Technical Approach to NSPS                         1147
                    NSPS Option Selection                              1148
                    Regulated Pollutant Parameters                     1149
                    New Source Performance Standards                   1150

XII            PRETREATMENT STANDARDS                                  1173
                    Introduction of Aluminum Forming
                      Wastewater into POTW                             1173
                    Technical Approach to Pretreatment                 1176


                               iv

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                          CONTENTS  (Continued)

Section                             Title                              Page


                    PSES and PSNS Option Selection                    1177
                    Regulated Pollutant Parameters                    1178
                    Pretreatment Standards                            1179

XIII           BEST CONVENTIONAL POLLUTANT CONTROL TECHNOLOGY         1241

XIV            ACKNOWLEDGMENT                                         1243

XV             REFERENCES                                             1245

XVI            GLOSSARY                                               1261

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                             TABLES


Section                            Title

III-l          Profile of Aluminum Forming Plants                      119
III-2          Plant Age Distribution by Discharge Type                120
III-3          Distribution of Facilities According to Time
                 Elapsed Since Latest Major Plant Modification         121

V-l            Rolling with Neat Oils Spent Lubricants                 189
V-2            Frequency of Occurence of Toxic Pollutants
                 Rolling with Neat Oils Spent Lubricants
                 Raw Wastewater                                        190
V-3            Sampling Data Rolling with Neat Oils Spent
                 Lubricants Raw Wastewater                             194
V-4            Rolling with Emulsions Spent Emulsion                   196
V-5            Frequency of Occurence of Toxic Pollutants
                 Rolling with Emulsions Spent Emulsions Raw
                 Wastewater                                            197
V-6            Sampling Data Rolling with Emulsions Spent
                 Emulsions Raw Wastewater                              201
V-7            Roll Grinding Spent Lubricant                           210
V-8            Frequency of Occurence of Toxic Pollutants Roll
                 Grinding Spent Emulsion Raw Wastewater                211
V-9            Sampling Data Roll Grinding Spent Emulsions Raw
                 Wastewater                                            215
V-10           Extrusion Die Cleaning Bath                             220
V-ll           Extrusion Die Cleaning Rinse                            221
V-l2           Frequency of Occurence of Toxic Pollutants
                 Extrusion Die Cleaning Bath Raw Wastewater            222
V-l3           Sampling Data Extrusion Die Cleaning Bath Raw
                 Wastewater                                            223
V-l4           Frequency of Occurence of Toxic Pollutants
                 Extrusion Die Cleaning Rinse Raw Wastewater           228
V-l5           Sampling Data Extrusion Die Cleaning Rinse Raw
                 Wastewater                                            232
V-l6           Extrusion Die Cleaning Scrubber Liquor                  235
V-l7           Frequency of Occurence of Toxic Pollutants Extrusion
                 Die Cleaning Scrubber Liquor Raw Wastewater           236
V-l8           Sampling Data Extrusion Die Cleaning Scrubber Liquor
                 Raw Wastewater                                        240
V-l9           Extrusion Press Scrubber Liquor                         241
V-20           Frequency of Occurence of Toxic Pollutants Extrusion
                 Press Scrubber Liquor Raw Wastewater                  242
V-21           Sampling Data Extrusion Press Scrubber Liquor Raw
                 Wastewater                                            246
V-22           Extrusion Dummy Block Contact Cooling Water             247
V-23           Frequency of Occurence of Toxic Pollutants Extrusion
                 Dummy Block Contact Cooling Water Raw Wastewater      248


                               vi

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                           TABLES (Continued)


Section                            Title
V-24           Sampling Data Extrusion Dummy Block Cooling Raw
                 Wastewater                                            252
V-25           Drawing with Neat Oils Spent Lubricants                 253
V-26           Drawing with Emulsions or Soaps Spent Emulsion          254
V-27           Frequency of Occurence of Toxic Pollutants Drawing
                 with Emulsions or Soaps Spent Emulsion Raw
                 Wastewater                                            255
V-28           Sampling Data Drawing with Emulsions or Soaps Spent
                 Emulsions Raw Wastewater                              259
V-29           Sawing Spent Lubricant                                  260
V-30           Frequency of Occurence of Toxic Pollutants Sawing
                 Spent Lubricant Raw Wastewater                        261
V-31           Sampling Data Sawing Spent Lubricant Raw Wastewater     265
V-32           Frequency of Occurence of Toxic Pollutants Degreasing
                 Spent Solvents Raw Wastewater                         269
V-33           Sampling Data Degreasing Spent Solvents Raw Wastewater  273
V-34           Annealing Atmosphere Scrubber Liquor                    274
V-35           Frequency of Occurence of Toxic Pollutants Annealing
                 Atmosphere Scrubber Liquor Raw Wastewater             275
V-36           Sampling Data Annealing Atmosphere Scrubber Liquor
                 Raw Wastewater                                        279
V-37           Rolling Solution Heat Treatment Contact Cooling Water   280
V-38           Frequency of Occurence of Toxic Pollutants Rolling
                 Solution Heat Treatment Contact Cooling Water Raw
                 Wastewater                                            281
V-39           Sampling Data Rolling Solution Heat Treatment Contact
                 Cooling Water Raw Wastewater                          285
V-40           Extrusion Press Heat Treatment Contact Cooling Water    288
V-41           Frequency of Occurence of Toxic Pollutants Extrusion
                 Press Heat Treatment Contact Cooling Water Raw
                 Wastewater                                            289
V-42           Sampling Data Extrusion Press Heat Treatment Contact
                 Cooling Water Raw Wastewater                          293
V-43           Extrusion Solution Heat Treatment Contact Cooling
                 Water                                                 299
V-44           Frequency of Occurence of Toxic Pollutants Extrusion
                 Solution Heat Treatment Contact Cooling Water Raw
                 Wastewater                                            300
V-45           Sampling Data Extrusion Solution Heat Treatment
                 Contact Cooling Water Raw Wastewater                  304
V-46           Forging Solution Heat Treatment Contact Cooling Water   307
V-47           Frequency of Occurence of Toxic Pollutants Forging
                 Solution Heat Treatment Contact Cooling Water
                 Raw Wastewater                                        308
                               VII

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                           TABLES (Continued)


Section                            Title                              Page


V-48           Sampling Data Forging Solution Heat Treatment Contact
                 Cooling Water Raw Wastewater                          312
V-49           Drawing Solution Heat Treatment Contact Cooling Water   317
V-50           Frequency of Occurence of Toxic Pollutants Drawing
                 Solution Heat Treatment Contact Cooling Water
                 Raw Wastewater                                        318
V-51           Sampling Data Drawing Solution Heat Treatment Contact
                 Cooling Water Raw Wastewater                          322
V-52           Cleaning or Etching Bath                                326
V-53           Frequency of Occurence of Toxic Pollutants Cleaning
                 or Etching Bath Raw Wastewater                        328
V-54           Sampling Data Cleaning or Etching Bath Raw Wastewater   332
V-55           Cleaning or Etching Rinse                               349
V-56           Frequency of Occurence of Toxic Pollutants Cleaning
                 or Etching Rinse Raw Wastewater                       351
V-57           Sampling Data Cleaning or Etching Rinse Raw
                 Wastewater                                            355
V-58           Cleaning or Etching Scrubber Liquor                     391
V-59           Frequency of Occurence of Toxic Pollutants Cleaning
                 or Etching Scrubber Liquor Raw Wastewater             392
V-60           Sampling Data Cleaning or Etching Scrubber Liquor
                 Raw Wastewater                                        396
V-61           Forging Scrubber Liquor                                 397
V-62           Frequency of Occurence of Toxic Pollutants Forging
                 Scrubber Liquor Raw Wastewater                        398
V-63           Sampling Data Forging Scrubber Liquor Raw Wastewater    402
V-64           Direct Chill Casting Contact Cooling Water
                 (Aluminum Forming Plants)                             404
V-65           Direct Chill Casting Contact Cooling Water (Primary
                 Aluminum Subcategory)                                 406
V-66           Frequency of Occurence of Toxic Pollutants Direct
                 Chill Casting Contact Cooling Water Raw Wastewater    408
V-67           Sampling Data Direct Chill Casting Cooling Water
                 Raw Wastewater                                        412
V-68           Continuous Rod Casting Contact Cooling Water
                 (Aluminum Forming Plants)                             426
V-69           Continuous Rod Casting Contact Cooling Water  (Primary
                 Aluminum Plants)                                      427
V-70           Continuous Rod Casting Spent Lubricant                  428
V-71           Continuous Sheet Casting Spent Lubricant                429
V-72           Degassing Scrubber Liquor  (Primary Aluminum Plants)     430
V-73           Frequency of Occurence of Toxic Pollutants Degassing
                 Scrubber Liquor Raw Wastewater                        431
V-74           Sampling Data Degassing Scrubber Liquor Raw Wastewater  435


                              vi i i

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                           TABLES (Continued)
Section
                    Title
V-75
V-76

V-77

V-78
V-79
V-80
V-81
V-82
V-83
V-84
V-85
V-86
V-87
V-88
V-89
V-90
V-91
V-92
V-93
V-94
V-95

VI-1
VI-2
VI-3
VI-4

VII-1
VII-2

VII-3

VII-4

VII-5

VII-6
VII-7
VII-8
VII-9
VII-10
VII-11
Extrusion Press Hydraulic Fluid Leakage                 436
Frequency of Occurence of Toxic Pollutants Extrusion
  Press Hydraulic Fluid Leakage Raw Wastewater          437
Sampling Data Extrusion Press Hydraulic Fluid Leakage
  Raw Wastewater                                        441
Sampling Data Additional Wastewater Raw Wastewater      445
Miscellaneous Nondescript Wastewater                    460
Sampling Data Plant B Treated Wastewater                461
Sampling Data Plant C Treated Wastewater                465
Sampling Data Plant D Treated Wastewater                466
Sampling Data Plant E Treated Wastewater                471
Sampling Data Plant H Treated Wastewater                479
Sampling Data Plant J Treated Wastewater                481
Sampling Data Plant K Treated Wastewater                483
Sampling Data Plant L Treated Wastewater                485
Sampling Data Plant P Treated Wastewater                486
Sampling Data Plant Q Treated Wastewater                488
Sampling Data Plant U Treated Wastewater                490
Sampling Data Plant V Treated Wastewater                494
Sampling Data Plant AA Treated Wastewater               596
Sampling Data Plant BB Treated Wastewater               500
Sampling Data Plant DD Treated Wastewater               504
Sampling Data Plant EE Treated Wastewater               510

List of 129 Toxic Pollutants                            675
Priority Pollutant Disposition Core Operations          681
Priority Pollutant Disposition Ancillary Operations     685
Priority Pollutant Disposition by Subcategpry           692

pH Control Effect on Metals Removal                     788
Effectiveness of Sodium Hydroxide for Metals
  Removal                                               789
Effectiveness of Lime and Sodium Hydroxide for
  Metals Removal                                        790
Theoretical Solubilities of Hydroxides and
  Sulfides of Selected Metals in Pure Water             791
Sampling Data from Sulfide Precipitation-
  Sedimentation Systems                                 792
Sulfide Precipitation-Sedimentation Performance         793
Ferrite Co-precipitation Performance                    794
Concentration of Total Cyanide (mg/1)                   795
Multimedia Filtration Performance                       796
Performance of Selected Settling Systems                797
Skimming Performance                                    798
                               IX

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                           TABLES (Continued)


Section                            Title                              Page


VII-12         Trace Organic Removal by Skimming API Plus
                 Belt Skimmers (From Plant 06058)                      799
VII-13         Combined Metals Data Etfluent Values (mg/1)             800
VII-14         L&S Performance Additional Pollutants                   801
VII-15         Combined Metals Data Set - Untreated Wastewater         802
VII-16         Maximum Pollutant Level in Untreated Wastewater
                 Additional Pollutants (mg/1)                          803
VII-17         Precipitation-Settling-Filtration (LS&F)
                 Performance Plant A                                   804
VII-18         Precipitation-Settling-Filtration (LS&F)
                 Performance Plant B                                   805
VII-19         Precipitation-Settling-Filtration (LS&F)
                 Performance Plant C                                   806
VII-20         Summary of Treatment Effectiveness  (mg/1)               807
VII-21         Chemical Emulsion Breaking Efficiencies                 808
VII-22         Treatability Rating of Priority Pollutants
                 Utilizing Carbon Adsorption                           809
VII-23         Classes of Organic Compounds Adsorbed on
                 Carbon                                                810
Vll-24         Ion Exchange Performance  (all values mg/1)              811
VII-25         Peat Adsorption Performance                             812
VII-26         Membrane Filtration System Effluent                     813
VII-27         Ultrafiltration Performance                             814

VIII-1         Major Differences Between Cost Methodologies            902
VIII-2         Cost Equations for Recommended Treatment and
                 Control Technologies -  Pre-Proposal                   903
VIII-3         Oily Sludge Production Associated with  Aluminum
                 Forming                                               909
VIII-4         Lime Dosage Requirements  and  Lime Sludge
                 Production Associated with  Aluminum Forming           910
VIII-5         Carbon Exhaustion Rates Associated  with
                 Aluminum Forming                                      911
VIII-6         Cost Equations for Recommended Treatment and
                 Control Technologies -  Post-Proposal                  912
VIII-7         Components of Total Capital  Investment  -
                 Post-Proposal                                         916
VIII-8         Components of Total Annualized Costs -  Post-
                 Proposal                                              91 7
VIII-9         Wastewater Sampling Frequency - Post-Proposal           918
VIII-10        Cost Program Pollutant Parameters                       919
VIII-11        Aluminum Forming Category Cost of Compliance
                  ($1982)                                               920

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                           TABLES (Continued)


Section                            Title                              Page


VIII-12        Characteristics of the Rolling with Neat Oils
                 Subcategory Normal Plant Used for Costing             921
VIII-13        Characteristics of the Rolling with Emulsion
                 Subcategory Normal Plant Used for Costing             922
VIII-14        Characteristics of the Extrusion Subcategory
                 Normal Plant Used for Costing                         923
VIII-15        Characteristics of the Forging Subcategory
                 Normal Plant Used for Costing                         924
VIII-16        Characteristics of the Drawing with Neat Oils
                 Subcategory Normal Plant Used for Costing             925
VIII-17        Characteristics of the Drawing with Emulsions
                 or Soaps Subcategory Normal Plant Used for
                 Costing                                               926
VIII-18        Summary of the Aluminum Forming Normal Plant
                 Cost ($1982)                                          927

IX-1           Production Operations-Rolling with Neat Oils            998
                 Subcategory
IX-2           Comparison of Wastewater Discharge Rates From
                 Cleaning or Etching Rinse Streams                    1000
IX-3           Concentration Range of Pollutants Considered for
                 BPT Regulation in Core and Ancillary Waste
                 Streams - Rolling with Neat Oils Subcategory         1001
XI-4           BPT Mass Limitations for the Rolling with Neat
                 Oils Subcategory                                     1003
IX-5           Production Operations-Rolling with Emulsions
                 Subcategory                                          1007
IX-6           Concentration Range of Pollutants Considered for
                 BPT Regulation in Core and Ancillary Waste
                 Streams - Rolling with Emulsions Subcategory         1008
IX-7           BPT Mass Limitations for the Rolling with
                 Emulsions Subcategory                                1010
IX-8           Production Operations - Extrusion Subcategory          1013
IX-9           Concentration Range of Pollutants Considered for
                 BPT Regulation in Core and Ancillary Waste
                 Streams - Extrusion Subcategory                      1014
IX-10          BPT Mass Limitations for the Extrusion Subcategory     1016
IX-11          Production Operations - Forging Subcategory            1020
IX-12          Concentration Range of Pollutants Considered for
                 BPT Regulation in Core and Ancillary Waste Streams
                 - Forging Subcategory                                1021
IX-13          BPT Mass Limitations for the Forging Subcategory       1023
IX-14          Production Operations - Drawing with Neat Oils
                 Subcategory                                          1026


                               xi

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                           TABLES (Continued)
Section
                    Title
IX-15


IX-16

IX-17

IX-18

IX-19



IX-20

IX-21

IX-22


X-l

X-2

X-3

X-4

X-5
X-6
X-7

X-8

X-9

X-10

X-l 1

X-l 2

X-l 3
Concentration Range of Pollutants Considered for
  BPT Regulation in Core and Ancillary Waste
  Streams - Drawing with Neat Oils Subcategory
BPT Mass Limitations for the Drawing with Neat
  Oils Subcategory
Production Operations - Drawing with Emulsions or
  Soaps Subcategory
Comparison of Wastewater Discharge Rates From
  Drawing with Emulsion or Soap Streams
Concentration Range of Pollutants Considered for
  BPT Regulation in Core and Ancillary Waste
  Streams - Drawing with Emulsions or Soaps
  Subcategory
BPT Mass Limitations for the Drawing with Emulsions
  or Soaps Subcategory
Allowable Discharge Calculations for Plant X in
  Example 1
Allowable Discharge Calculations for Plant Y in
  Example 2

Capital and Annual Cost Estimates for BAT Options
  Total Subcategory
Capital and Annual Cost Estimates for BAT Options
  Direct Dischargers
Pollutant Reduction Benefits - Rolling with Neat
  Oils Subcategory
Pollutant Reduction Benefits - Rolling with
  Emulsions Subcategory
Pollutant Reduction Benefits
Pollutant Reduction Benefits
Pollutant Reduction Benefits
  Subcategory
Pollutant Reduction Benefits - Drawing with Emulsions
  or Soaps Subcategory
Pollutant Reduction Benefits - Direct Dischargers -
  Rolling with Neat Oils Subcategory
Pollutant Reduction Benefits - Direct Dischargers -
  Rolling with Emulsions Subcategory
Pollutant Reduction Benefits - Direct Dischargers -
  Extrusion Subcategory
Pollutant Reduction Benefits - Direct Dischargers -
  Drawing with Neat Oils Subcategory
Pollutant Reduction Benefits - Direct Dischargers -
  Drawing with Emulsions or Soaps Subcategory
Extrusion Subcategory
Forging Subcategory
Drawing with Neat Oils
1027

1029

1033

1034



1035

1037

1041

1042


1074

1075

1076

1078
1080
1082

1085

1087

1089

1091

1093

1095

1097

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                           TABLES (Continued;
Section
                    Title
X-14

X-15

X-16

X-17

X-18

X-19

X-20

X-21

X-22

X-23

X-24

X-25

X-26

X-27

X-28

X-29

X-30

X-31
X-32
X-33
X-34
X-35

X-36

X-37
Pollutant Reduction Benefits - Normal Plant -
  Rolling with Neat Oils Subcategory                   1099
Pollutant Reduction Benefits - Normal Plant -
  Rolling with Emulsions Subcategory                   1100
Pollutant Reduction Benefits - Normal Plant -
  Extrusion Subcategory                                1101
Pollutant Reduction Benefits - Normal Plant -
  Forging Subcategory                                  1102
Pollutant Reduction Benefits - Normal Plant -
  Drawing with Neat Oils Subcategory                   1103
Pollutant Reduction Benefits - Normal Plant -
  Drawing with Emulsions or Soaps Subcategory          1104
Rolling with Neat Oils Subcategory
  Treatment Performance - Normal Plant                 1105
Rolling with Emulsions Subcategory
  Treatment Performance - Normal Plant                 1106
Extrusion Subcategory Treatment
  Performance - Normal Plant                           1107
Forging Subcategory Treatment Performance -
  Normal Plant                                         1108
Drawing with Neat Oils Subcategory
  Treatment Performance - Normal Plants                1109
Drawing with Emulsions Subcategory
  Treatment Performance - Normal Plant                 1110
TTO - Evaluation of Oil Treatment Effectiveness
  on Toxics Removal                                    1111
Production Operations - Rolling with Neat Oils
  Subcategory                                          1112
BAT Mass Limitations for the Rolling with Neat
  Oils Subcategory                                     1113
Production Operations - Rolling with Emulsions
  Subcategory                                          1118
BAT Mass Limitations for the Rolling with
  Emulsions Subcategory                                1119
Production Operations - Extrusion Subcategory          1122
BAT Mass Limitations for the Extrusion Subcategory     1123
Production Operations - Forging Subcategory            1127
BAT Mass Limitations for the Forging Subcategory       1128
Production Operations - Drawing with Neat Oils
  Subcategory                                          1131
BAT Mass Limitations for the Drawing with Neat
  Oils Subcategory                                     1132
Production Operations - Drawing with Emulsions or
  Soaps Subcategory                                    1136
                              Xlll

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                           TABLES (Continued!
Section
                    Title
X-38
XI-1
XI-2
XI-3
XI-4
XI-5
XI-6
XII-1

XII-2

XII-3

XII-4

XII-5

XII-6

XII-7

XII-8

XII-9
XII-10
XII-11
XII-12
XII-13
XII-14

XII-15
XII-16
XII-17
XII-18
XII-19
XII-20
BAT Mass Limitations for the Drawing with Emulsions
  or Soaps Subcategory                                 1137

NSPS for the Rolling with Neat Oils Subcategory        1151
NSPS for the Rolling with Emulsions Subcategory        1155
NSPS for the Extrusion Subcategory                     1158
NSPS for the Forging Subcategory                       1162
NSPS for the Drawing with Neat Oils Subcategory        1165
NSPS for the Drawing with Emulsions or Soaps
  Subcategory                                          1169

POTW Removals of the Toxic Pollutants Found in
  Aluminum Forming Wastewater                          1180
Capital and Annual Cost Estimates for BAT Options
  Indirect Dischargers ($1982)                         1182
Pollutant Reduction Benefits - Indirect Dischargers
  - Rolling with Neat Oils Subcategory                 1183
Pollutant Reduction Benefits - Indirect Dischargers
  - Rolling with Emulsions Subcategory                 1185
Pollutant Reduction Benefits - Indirect Dischargers
  - Extrusion Subcategory                              1187
Pollutant Reduction Benefits - Indirect Dischargers
  - Forging Subcategory                                1189
Pollutant Reduction Benefits - Indirect Dischargers -
  Drawing with Neat Oils Subcategory                   1192
Pollutant Reduction Benefits - Indirect Dischargers
  - Drawing with Emulsions or Soaps Subcategory        1194
PSES for the Rolling with Neat Oils Subcategory        1196
PSES for the Rolling with Emulsions Subcategory        1200
PSES for the Extrusion Subcategory                     1203
PSES for the Forging Subcategory                       1207
PSES for the Drawing with Neat Oils Subcategory        1210
PSES for the Drawing with Emulsions or Soaps
  Subcategory                                          1214
PSNS for the Rolliwg with Neat Oils Subcategory        1219
PSNS for the Rolling with Emulsions Subcategory        1222
PSNS for the Extrusion Subcategory                     1225
PSNS for the Forging Subcategory                       1229
PSNS for the Drawing with Neat Oils Subcategory        1232
PSNS for the Drawing with Emulsions or Soaps
  Subcategory                                          1236
                               xiv

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                             FIGURES
Section

III-l
II1-2

III-3
III-4

III-5
III-6
III-l
III-8
in-y
111-10

III-ll
111-12
111-13

V-l
V-2
V-3
V-4
V-5
V-6
V-7
V-8
V-9
V-10
V-ll
V-l 2
V-13
V-14
V-15
V-l 6
V-17
V-18
V-19
V-20
V-21
V-2 2
V-2 3
V-24
V-25

VII-1

VII-2
VII-3
VII-4
                    Title

Aluminum Forming Products
Geographical Distribution of Aluminum Forming
  Plants
Common Rolling Mill Configurations
Geographical Distribution of Plants with Hot
  or Cold Rolling
Direct Extrusion
Geographical Distribution of Plants with Extrusion
Forging
Geographical Distribution of Plants with Forging
Tube Drawing
Geographical Distribution of Plants with Tube, Wire,
  Rod and Bar Drawing
Direct Chill Casting
Continuous Casting
Vapor Degreasing

Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater

Comparative Solubilities of Metal Hydroxides
  and Sulfide as a Function of pH
Lead Solubility in Three Alkalies
Effluent Zinc Concentration vs. Minimum Effluent pH
Hydroxide Precipitation Sedimentation Effectiveness
  -Cadmium
Sources
Sources
Sources
Sources
Sources
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A
B
C
D
E
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G
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J
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L
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BB
CC
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 516
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 815
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                                   xv

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Section
   FIGURES (Continued)

          Title
VII-5

VII-6

VII-7

VII-8

VII-9

VII-10

VII-11

VII-12

VII-13

VII-14
VII-15
VII-16
VII-17
VII-18
VII-19
VII-20
VII-21
VII-22
VII-23
VII-24
VII-25
VII-26
VII-27
VII-28
VII-29
VII-30
VII-31
VII-32
VII-33
VII-34

VII-35

VII-36
VII-37
VII-38
              Sedimentation Effectiveness
              Sedimentation Effectiveness

              Sedimentation Effectiveness
              Sedimentation Effectiveness
              Sedimentation Effectiveness
Precipitation Sedimentation Effectiveness
              Sedimentation Effectiveness
Hydroxide Precipitation
  - Chromium
Hydroxide Precipitation
  - Copper
Hydroxide Precipitation
  - Lead
Hydroxide Precipitation
  - Nickel and Aluminum
Hydroxide Precipitation
  - Zinc
Hydroxide
  - Iron
Hydroxide Precipitation Sedimentation Effectiveness
  - Manganese
Hydroxide Precipitation
  - TSS
Hexavalent Chromium Reduction with Sulfur
  Dioxide
Granular Bed Filtration
Pressure Filtration
Representative Types of Sedimentation
Activated Carbon Adsorption Column
Centrifugation
Treatment of Cyanide Waste by Alkaline Chlorination
Typical Ozone Plant for Waste Treatment
UV/Ozonation
Types of Evaporation Equipment
Dissolved Air Flotation
Gravity Thickening
Ion Exchange with Regeneration
Simplified Reverse Osmosis Schematic
Reverse Osmosis Membrane Configurations
Sludge Drying Bed
Simplified Ultrafiltration Flow Schematic
Vacuum Filtration
Flow Diagram for Emulsion Breaking with Chemicals
Filter Configurations
Gravity Oil-Water Separation
Flow Diagram for a Batch Treatment Ultrafiltration
  System
Flow Diagram of Activated Carbon Adsorption with
  Regeneration
Flow Diagram for Recycling with a Cooling Tower
Counter Current Rinsing (Tanks)
Effect of Added Rinse Stages on Water Use
819

820

821

822

823

824

825

826

827
828
829
830
831
832
833
834
835
835
837
838
839
840
841
842
843
844
845
846
847

848

849
850
851
852
                              xvi

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Section
             FIGURES (Continued)

                    Title
VII-39
VIII-1
VIII-2

VIII-3
VIII-4
VIII-5
VIII-6
VIII-7
VIII-8
VIII-9
VIII-10
VIII-1 1
VIII-12
VIII-13
VIII-14
VIII-15
VIII-16
VIII-17
VIII-18
VIII-19
VIII-20
VIII-21

VIII-22
VIII-23
VIII-24

VIII-25

VIII-26
VIII-27
VIII-28

VIII-29

VIII-30

IX-1
Schematic Diagram of Spinning Nozzle Aluminum
  Refining Process                                      853

Costs of Oil Skimming (Pre-Proposal)                    928
Costs of Chemical Emulsion Breaking
  (Pre-Proposal)                                        929
Costs of Dissolved Air Flotation (Pre-Proposal)         930
Costs of Thermal Emulsion Breaking (Pre-Proposal)       931
Costs of Multimedia Filtration (Pre-Proposal)           932
Costs of pH Adjustment with Acid (Pre-Proposal)         933
Costs of pH Adjustment with Caustic (Pre-Proposal)      934
Costs of Lime and Settle (Pre-Proposal)                 935
Costs of Chromium Reduction (Pre-Proposal)              936
Costs of Cyanide Oxidation (Pre-Proposal)               937
Costs of Activated Carbon Adsorption (Pre-Proposal)     938
Costs of Vacuum Filtration (Pre-Proposal)               939
Costs of Contract Hauling (Pre-Proposal)                940
Costs of Flow Equalization (Pre-Proposal)               941
Costs of Pumping (Pre-Proposal)                         942
Costs of Holding Tanks (Pre-Proposal)                   943
Costs of Recycling (Pre-Proposal)                       944
General Logic Diagram of Computer Cost Model            945
Logic Diagram of Module Design Procedure                946
Logic Diagram of the Costing Routine                    947
Costs of Chemical Precipitation and Gravity
  Settling (Post-Proposal)                              948
Costs of Vacuum Filtration (Post-Proposal)              949
Costs of Flow Equalization (Post-Proposal)              950
Costs of Cartridge/Multimedia Filtration
  (Post-Proposal)                                       951
Costs of Chemical Emulsion Breaking (Post-
  Proposal)                                             952
Costs of Oil Skimming (Post-Proposal)                   953
Costs of Chromium Reduction (Post-Proposal)             954
Costs of Recycling via Cooling Towers/Holding
  Tanks (Post-Proposal)                                 955
Cost of Countercurrent Cascade Rinsing (Post-
  Proposal)                                             956
Costs of Contract Hauling (Post-Proposal)               957

BPT Treatment Train for the Rolling with Neat Oils
                              xvi i

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Section
             FIGURES (Continued)

                    Title
IX-2

IX-3
IX-4
IX-5

IX-6
X-l
X-2
X-3
X-4
X-5
X-6
  Subcategory
BPT Treatment
  Subcategory
BPT Treatment
BPT Treatment
BPT Treatment
  Subcategory
BPT Treatment
Train for the Rolling with Emulsions

Train for the Extrusion Subcategory
Train for the Forging Subcategory
Train for the Drawing with Neat Oils

Train for the Drawing with Emulsions
                 or Soaps Subcategory
BAT Treatment
BAT Treatment
BAT Treatment
BAT Treatment
BAT Treatment
BAT Treatment
Train
Train
Train
Train
Train
Train
for
for
for
for
for
for
Option
Option
Option
Option
Option
Option
1
2
3
4
5
6
1043

1044
1045
1046

1047

1048

1 141
1142
1143
1 144
1145
1146
                              XVlll

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                            SECTION I

                     SUMMARY AND CONCLUSIONS
Pursuant to Sections 301, 304, 306, 307,  308,  and  501  of  the
Clean Water Act and the Settlement Agreement in Natural Resources
Defense Council v. Train 8 ERC 2120 (D.D.C.  1976) modified 12 ERC
1833 (D.D.C. 1979), modified by orders dated October 26, 1982 and
August 2, 1983, EPA has collected and analyzed data for plants in
the  Aluminum  Forming  Point  Source  Category.   There  are  no
existing effluent limitations or performance standards  for  this
industry.   This  document  and the administrative record provide
the  technical  basis  for  promulgating   effluent   limitations
guidelines   for   existing   direct   dischargers,  pretreatment
standards  for  new  and  existing  indirect   dischargers,   and
standards of performance for new source direct dischargers.

Summary of the Category

Two  hundred  seventy-one  plants  employing approximately 31,200
people comprise this category.  Of the 271 plants,  59  discharge
directly  to  rivers, lakes, or streams; 72 discharge to publicly
owned treatment works (POTW); and 140 do  not  discharge  process
wastewater.   Most of the zero discharge plants employ a combina-
tion of forming and ancillary operations which  do  not  generate
process  wastewater.   The  aluminum forming category has a total
production estimated at 5,000,000 kkg (  5,500,000 tons) per year,
with individual production ranging from less than 10 kkg   (22,000
pounds)  to  more than 259,000 kkg (570 million pounds) per year.
Aluminum forming processes are those manufacturing operations  in
which  aluminum  or aluminum alloys are shaped into semi-finished
or mill products by hot  and  cold  working.   These  operations,
called  core operations, include rolling, extruding, forging, and
drawing of  aluminum.   Associated  processes,  called  ancillary
operations,  are  practiced  to  achieve desired aluminum product
characteristics or finishes, and include the casting of  aluminum
alloys  for  subsequent  forming, heat treatment, and all surface
treatment operations performed as an integral  part  of  aluminum
forming  (called cleaning or etching).

Products  manufactured  by  aluminum forming operations generally
serve as  stock  for  subsequent  fabricating  operations.   Cast
ingots  and  billets  are the starting point for making sheet and
plate, extrusions, and forgings, as  well  as  rod,  for  use  in
drawing  operations.  Rolled aluminum sheet and plate can be used
as stock for stampings, can blanks,  and  roll  formed  products.
Extrusions  can  be used as raw stock for forging and drawing; to
fabricate final products, such as  bumpers,  window  frames,  and
light  standards; or can be sold as final products.  Forgings are

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either sold as consumer products or as parts in the production of
machinery, aircrafts, and engines.

Pollutants found in significant amounts in aluminum forming waste
streams   include:   cadmium,  chromium,  copper,  lead,   nickel,
selenium,  zinc,  and aluminum, oil and grease, suspended solids,
cyanide, and specific toxic organics.

The Agency developed a data collection portfolio (dcp) to collect
information regarding plant size, age, production,  the production
processes used, the quantity of process wastewater used and  dis-
charged, wastewater treatment in-place, and disposal practices at
plants  practicing  aluminum forming.  The dcp's were sent to 580
firms known or believed to perform aluminum forming;  95  percent
of these  firms responded.

EPA sampled the raw  (untreated) and treated process wastewater at
25  aluminum  forming  plants.   Screen sampling was performed at
four facilities, each representing one  of  the  core  processes.
Samples  were  collected  from wastewater sources associated with
the core  processes, as well as any associated processes,  includ-
ing  cleaning,  etching,  solution heat treatment,  annealing, and
other wastewater streams.  Each of the samples  was  analyzed  to
determine  the  presence  or absence, and if present, the concen-
tration of 129 toxic priority pollutants, plus  conventional  and
selected  nonconventional  pollutants.   The  remaining 21 plants
were sampled to  verify  the  findings  of  the  screen  sampling
effort,   to  determine  flow characteristics of a number of waste
streams   commonly  associated  with   aluminum  forming,  and   to
strengthen the data base.

The Agency examined the rate of production and wastewater genera-
tion  reported   in the dcp's for each aluminum forming operation.
These data combined with the  wastewater  characteristics  deter-
mined  during  sampling became the principal bases for subcatego-
rizing this category.  Based on these data, the most  appropriate
approach  to  subcategorizing this category is by the major manu-
facturing processes.  In addition, a  review of the use of  lubri-
cants   in rolling and drawing showed  that these operations needed
to be segmented  according to whether  neat oils or soaps and emul-
sions are used.  A neat oil  is a pure oil which when spent of  its
lubricating properties, can  be hauled  to an oil reclaimer or used
as fuel  in the plant.  Emulsions and  soaps are mixtures  of  oils
and  water.  When these lubricants are spent, plants can contract
haul them to a disposal site, or treat them to remove  the oil  and
discharge or reuse the water.  The aluminum forming  category   is
subcategorized   based  on   manufacturing processes and wastewater
characteristics, resulting  in six  subcategories:    rolling  with
neat  oils,  rolling  with  emulsions,  extrusion, forging, drawing
with neat oils,  and  drawing  with emulsions or  soaps.

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Each subcategory is divided into two  segments.   The  individual
core  operations  listed previously comprise the first segment of
each subcategory.  The core operations  also  include  operations
that  may be found in conjunction with the forming process or are
present at every facility.  Some of the  operations  included  in
the core do not discharge wastewater.   The effluent flow from the
core  operations  for  each  of  the  subcategories is production
normalized or related to the mass of aluminum  processed  through
the  forming  operation,  and  the limitations at BPT and BAT are
based  on  the  production  normalized  flow  and  the  treatment
effectiveness.

The  second segment of each subcategory consists of the ancillary
operations that generate wastewater and  when  practiced  are  an
integral  part  of the aluminum forming process.  These ancillary
operations, such as solution heat treatment, cleaning or etching,
and casting, are practiced to achieve desired characteristics  or
finishes on the aluminum products and can be characterized by the
generation  of large volumes of wastewater.  Because they are not
found at every plant in a subcategory and  they  are  not  always
unique  to  a  specific subcategory, they are not included in the
core.  Instead, a separate limitation is proposed for  the  waste
streams generated by these ancillary operations and normalized by
the  mass  of aluminum processed through the ancillary operation.
An  aluminum  forming  plant  would  be  permitted  to  discharge
pollutants  equivalent  to the sum of the limitations established
for the core and the  ancillary  operation(s)  practiced  at  the
plant.

Using  the  subcategories  to  study  the  characteristics of the
untreated wastewater, EPA identified several distinct control and
treatment technologies  (both in-plant and end-of-pipe} for use in
treating the pollutants found in  aluminum  forming  wastewaters.
The following end-of-pipe technologies were selected for study by
the Agency:

        Chemical precipitation and sedimentation (lime and
        settle),

        Oil skimming,

        Chromium reduction,

        Cyanide oxidation or precipitation,

        Multimedia filtration,

        Carbon adsorption,

        Reverse osmosis,

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        Chemical emulsion breaking,  and

        Thermal emulsion breaking.

EPA  also  studied various types of  in-plant controls reported in
the dcp's and observed during sampling.   The  in-plant  controls
studied included:

        Recycle of contact cooling water and scrubber liquor,

        Countercurrent cascade rinsing,

        Hauling or regeneration of chemical baths for cleaning
        or etching,

        Alternative fluxing and degassing methods which do not
        require wet scrubbing, and

        Recycle of extrusion press hydraulic fluid leakage.

Engineering costs were prepared for each of the treatment options
considered for each plant in the category.  These costs were then
used  by  the  Agency  to estimate the impact of implementing the
various options on the industry.  For each subcategory  for  each
control  and  treatment option, the number of potential closures,
number of employees affected, and impact on price were estimated.
These results are reported in the EPA document  titled:  Economic
Impact  Analysis  of  Effluent  Limitations and Standards for the
Aluminum Forming  Industry EPA 440/2-83-010.

Based on consideration of the above factors, EPA identified  var-
ious  control  and  treatment technologies which formed the  basis
for BPT and selected control and treatment appropriate  for  each
set  of  standards  and  limitations.   The  mass limitations and
standards for BPT, BAT, NSPS, PSES,  and  PSNS  are  presented  in
Section  II.  The limitations and standards are discussed briefly
below.

BPT

In general, the BPT level represents   the  average  of  the  best
existing performances of plants of various ages, sizes, processes
or  other  common characteristics.  Where existing performance is
uniformly inadequate, BPT may be  transferred  from  a  different
subcategory  or   category.    In  balancing  costs  in relation to
effluent reduction benefits, EPA considers the volume and  nature
of  existing  discharges,  the  volume  and  nature of discharges
expected after application  of  BPT,   the  general  environmental

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effects  of  the  pollutants, and cost and economic impact of the
required pollution control level.

EPA is promulgating BPT mass limitations based on  model  end-of-
pipe  treatment, which consists of oil skimming and lime precipi-
tation and settling, and, where necessary, preliminary  treatment
consisting of chemical emulsion breaking, and hexavalent chromium
reduction.   Cyanide removal, where appropriate, is also included
in the model BPT technology.  The cyanide limitations  are  based
on  the  application of cyanide precipitation technology which is
transferred from the coil coating category.  However, the  Agency
recommends  product  substitution  as the most effective means of
cyanide control.

The pollutants selected for limitation  at  BPT  are-.   chromium,
cyanide,  zinc,  aluminum, oil and grease, total suspended solids
(TSS), and pH.

Fifty-nine plants are direct dischargers.  The  Agency  estimates
that  investment  costs in 1982 dollars for these plants would be
$48.4  million and that total annual costs would be $37.9 million.
Removal of toxic pollutants over estimates  of  current  removals
would   be  94,250  kg/yr  (207,350 Ibs/yr).  In addition, BPT will
result in the removal of  15.6 million kg/yr (34.3 million Ibs/yr)
of total pollutants including 1.73 million  kg/yr  (3.80  million
Ibs/yr)  of  the  pollutant  aluminum.   The analysis of economic
impact concluded that there are two potential plant closures  and
221  job losses associated with compliance with the BPT treatment
option.  Total loss in industry  production  is  expected  to  be
about   0.1  percent,  with  the  cost of production increasing by
about  0.3 percent.  If average compliance costs incurred  by  the
plants  in  the  category  were  passed  on  to  consumers, price
increases would range from 0 to  0.7  percent.   The  Agency  has
determined  that  the effluent reduction benefits associated with
compliance with BPT limitations justify the costs.

BAT

The BAT technology level  represents the best economically achiev-
able performance of plants of various ages, sizes,  processes  or
other   shared  characteristics.  As with BPT, where existing per-
formance is uniformly inadequate, BAT may be transferred  from  a
different subcategory or  category.  BAT may include feasible pro-
cess  changes or internal controls, even when not common industry
practice.

In developing BAT,  EPA   has  given  substantial  weight  to  the
reasonableness  of  costs.   The Agency considered the volume and
nature  of  discharges,   the  volume  and  nature  of  discharges
expected  after  application  of  BAT,  the general environmental

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effects of the pollutants,  and the costs and economic impacts  of
the  required  pollution control levels.  Despite this considera-
tion of costs, the primary determinant of BAT is  still  effluent
reduction capability.

The  direct  dischargers are expected to move directly to compli-
ance with BAT limitations from  existing  treatment  because  the
flow  reduction  used to meet BAT limitations would allow the use
of smaller — and less expensive —  lime  and  settle  equipment
than   would  be  used  to  meet  BPT  limitations  without  flow
reduction.

The pollutants selected for regulation  at  BAT  are:   chromium,
cyanide, zinc, and aluminum.

Implementation  of  the  BAT  limitations will remove annually an
estimated 124,500 kg (273,900 Ibs) of  toxic  metal  and  organic
pollutants  (from estimated current discharge) at a capital cost,
above equipment in place, of $48.2 million  and  a  total  annual
cost of $25.1 million ($1982).

BAT  will  remove 16,000 kg/yr  (35,200 Ib/yr) of toxic pollutants
(metals and organics) and 19,400  kg/yr  (42,680  Ib/yr)  of  the
pollutant  aluminum  incrementally above BPT.  Total annual costs
for BAT are less than BPT  because  the  lower  flows  allow  for
smaller  equipment  and thereby smaller operating and maintenance
costs.  The Agency projects no additional plant or line  closures
as  a  result  of  these  costs.   If the average compliance cost
incurred by the plants in the industry were passed on to  consum-
ers, price increases would range from 0 to 0.8; not significantly
greater than the BPT increases.  Thus EPA has determined that BAT
is economically achievable.

NSPS

NSPS   (new  source  performance  standards) are based on the best
available  demonstrated  technology   (BDT),   including   process
changes,  in-plant control, and end-of-pipe treatment technologies
which reduce pollution to the maximum extent feasible.

EPA   is   establishing  the best available demonstrated technology
for the aluminum forming category to be equivalent to  BAT  tech-
nology  with  the addition of filtration prior to discharge.  The
Agency recognizes that new sources have the opportunity to imple-
ment more advanced levels  of   treatment  without  incurring  the
costs of  retrofitting equipment, the  costs of partial or complete
shutdown  to  install new equipment and the costs to start up and
stabilize the treatment system  as existing systems would have  to
do.

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Filtration  is  an  appropriate technology for NSPS because it is
demonstrated in this category and because  compliance  with  NSPS
will  be approximately the same as the cost for an existing plant
to comply with the BAT limitations.  EPA does  not  believe  that
NSPS  will constitute a barrier to entry for new sources, prevent
major modifications to existing sources, or produce other adverse
economic effects.

The pollutants selected for regulation are:   chromium,  cyanide,
zinc, aluminum, oil and grease, TSS,  and pH.

All of the flow allowances established for NSPS are equivalent to
the   BAT  allowances  with  the  exception  of  extrusion  press
hydraulic fluid leakage.   The NSPS flow  allowance  is  based  on
reported  flow  data from extrusion presses designed and built to
allow for the recirculation of the hydraulic fluid leakage.

PSES

PSES (pretreatment standards for existing sources)  are  designed
to prevent the discharge of pollutants which pass through, inter-
fere  with,  or  are otherwise incompatible with the operation of
POTW.  Pretreatment standards are technology-based and  analogous
to the best available technology for removal of toxic pollutants.
EPA  is  promulgating PSES based on the application of technology
equivalent to BAT, which consists of end-of-pipe  treatment  com-
prised  of  oil skimming and lime precipitation and settling, and
preliminary treatment, where necessary, consisting of  hexavalent
chromium  reduction,  chemical  emulsion  breaking,  and  cyanide
removal.

In the aluminum forming category, the Agency has  concluded  that
the  toxic  metals  regulated  under  these  standards (chromium,
cyanide,  and zinc) pass through the POTW.  The nationwide average
percentage of these same toxic metals removed by a well  operated
POTW meeting secondary treatment requirements is about 50 percent
(ranging  from 20 to 65 percent), whereas the percentage that can
be removed by an aluminum forming direct discharger applying  the
best  available  technology  economically  achievable is about 91
percent (ranging from 79  to  97  percent).   Accordingly,  these
pollutants pass through a POTW and are being regulated at PSES.

In  addition  to  pass  through  of  toxic metals, the Agency has
determined that there would be  pass  through  of  toxic  organic
pollutants  associated with oil waste streams.  The PSES technol-
ogy will remove 97 percent of the  toxic  organics,  whereas  the
POTW  national  average removal of these same toxic organics by a
well operated POTW meeting secondary treatment requirements is 71
percent.   At BAT, the Agency has determined that  toxic  organics
will  be  adequately controlled by the oil and grease limitation.

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Oil and grease standards are not appropriate at PSES  and  there-
fore  it  is  necessary to specifically control toxic organics at
PSES.   Toxic organics are regulated as total toxic organics (TTO)
which is all those toxic organics that were found to  be  present
in sampled aluminum forming wastewaters at concentrations greater
than the analytical quantification level of 0.01 mg/1.

The  analysis  of  wastewaters  for  toxic organics is costly and
requires  sophisticated  equipment,  therefore  the  Agency   has
retained the alternative to monitoring for TTO that was; proposed.
Data  indicate  that  the toxic organics are much more soluble in
oil and grease than in water and that the removal of the oil  and
grease  will substantially remove the toxic organics.  Therefore,
a monitoring parameter for oil and grease based on  the  applica-
tion  of  oil and grease removal has been provided as an alterna-
tive to monitoring for TTO at PSES.

The PSES set forth in this regulation are expressed in  terms  of
mass  per  unit  of production rather than as concentration stan-
dards.  Regulation on the basis  of  concentration  only  is  not
appropriate because concentration-based standards do not restrict
the total quantity of pollutants discharged.  Flow reduction is a
significant part of the model technology for pretreatment because
it  results  in  more  concentrated  waste  streams which further
result  in more effective pollutant  removal.   Thus,  mass  based
standards  are necessary to reflect the pollutant removal achiev-
able by the model treatment technology.

The pollutants selected for regulation are:   chromium,  cyanide,
zinc,   and TTO.  Aluminum is not limited because aluminum is com-
monly used by a POTW as a flocculant to aid in the  settling  and
removal of suspended solids.

Implementation  of  the  PSES  will  remove annually an estimated
119,500 kg  (263,000 Ibs) of toxic metal  and  organic  pollutants
(from   estimated  current  discharge)  at  a  capital cost, above
equipment  in place, of $26.1 million and a total annual  cost  of
$16.7   million  ($1982).  The Agency's estimate of potential plant
closures   indicates  that  there  are  three  potential  closures
associated  with  PSES.   In terms of employment, these potential
closures could affect approximately 276 employees.  Total loss in
industry production is expected  to be about 0.2 percent, with the
cost of production  increasing about 1  percent.   Therefore,  the
Agency  has determined that PSES  is economically achievable.

The  Agency has set the PSES compliance date  at three years after
promulgation of this regulation.

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PSNS
Like PSES, PSNS (pretreatment  standards  for  new  sources)  are
established  to  prevent  the discharge of pollutants which pass-
through, interfere with, or are otherwise incompatible  with  the
operation of the POTW.  New indirect dischargers, like new direct
dischargers,   have  the  opportunity  to  incorporate  the  best
available demonstrated technologies  including  process  changes,
in-plant controls, and end-of-pipe treatment technologies, and to
use  plant  site  selection  to  ensure adequate treatment system
installation.

This regulation establishes  mass-based  PSNS  for  the  aluminum
forming  category.   The  treatment technology basis for the PSNS
being promulgated is identical to the  treatment  technology  set
forth as the basis for the NSPS being promulgated.
The  pollutants regulated under PSNS an
and TTO.  Aluminum  is  not  limited  b<
hydroxide form, is commonly used by a
in  the settling and removal of suspend
oil  and  grease  has  been  establishec
monitoring for TTO as discussed under P

Nonwater Quality Environmental Impacts

Eliminating  or  reducing  one  form of
environmental problems.  Sections  304(fc
require  EPA  to  consider  the  nonwate
impacts (including energy requirements
In  compliance with these provisions, we
this regulation on air pollution, solid
scarcity, and energy consumption.  This
for review by EPA personnel responsible
grams.   While  it  is  difficult  to
against each other and against energy u
regulation will best serve often compet
                                         chromium, cyanide, zinc,
                                        cause  aluminum,  in  its
                                           as a flocculant to aid
                                        d solids.  Monitoring for
                                          as  an  alternative  to
                                        ES.
                                        pollution may cause other
                                        )  and  306  of  the  Act
                                           quality  environmental
                                        of  certain  regulations.
                                         considered the effect of
                                        waste  generation,  water
                                        regulation was circulated
                                        for nonwater quality pro-
                                        alance pollution problems
                                           we believe  that  this
                                        rig national goals.
The Agency considered the solid wastes tiat would be
                                 suggest
                                         ?d treatment
                                         generated by the
aluminum  forming  plants by the
and believes that except for the sludges
ment  of  cyanide,  these sludges are not hazardous under
3001 of the Resource Conservation and Recovery Act (RCRA)
judgement  is  made  based  on the recommended technology
precipitation.  By the addition of a small excess of lime
treatment,  similar  sludges,  specifically  toxic  metal
sludges generated by other categories such as the iron and
generated at
technologies
                                                           treat-
                                                          Section
                                                             This
                                                          of lime
                                                           during
                                                          bearing
                                                            steel
category,
33084 (May
           passed the
           19, 1980)).
                      EP toxicity test.  See 40 CFR 261.24 (45 FR

-------
Only wastewater treatment sludge generated by cyanide  precipita-
tion  technology  is likely to be hazardous under the regulations
implementing subtitle C of the Resource Conservation and Recovery
Act (RCRA).   Under those regulations generators of  these  wastes
must  test  the wastes to determine if the wastes meet any of the
characteristics of hazardous waste (see  40  CFR  262.11,  45  FR
33142-33143,  May  19,  1980).   Wastewater  sludge  generated by
cyanide precipitation treatment of aluminum forming solution heat
treatment contact cooling water  may  contain  cyanides  and  may
exhibit  extraction  procedure  (EP)  toxicity.  Therefore, these
wastes may require disposal as  a  hazardous  waste.   Wastewater
treatment  sludge  from  cyanide precipitation of a process waste
stream is generated separately from lime and  settle  sludge  and
may be disposed of separately.

Treatment   and   control  technologies  that  require  extensive
recycling and reuse of  water  may  require  cooling  mechanisms.
Evaporative  cooling mechanisms can cause water loss and contrib-
ute to water scarcity problems—a primary  concern  in  arid  and
semi-arid  regions.   While  this regulation assumes water reuse,
the overall amount of reuse through evaporative  cooling  mechan-
isms  is  low  and the quantity of water involved is not signifi-
cant. In addition, most aluminum forming plants are located  east
of  the  Mississippi  where  water scarcity is not a problem.  We
conclude that the consumptive water  loss  is  insignificant  and
that  the  pollution  reduction  benefits of recycle technologies
outweigh their impact on consumptive water loss.

EPA estimates that the achievement of  BPT  effluent  limitations
will result in a net  increase in electrical energy consumption of
approximately  65  million  kilowatt-hours  per  year.   The  BAT
effluent technology should not substantially increase the  energy
requirements of BPT because reducing the flow reduces the pumping
requirements,  the  agitation  requirement for mixing wastewater,
and other volume-related energy requirements.  Therefore, the BAT
limitations are assumed to require an equivalent energy  consump-
tion  to that of the BPT limitations.  To achieve the BPT and BAT
effluent limitations, a typical direct discharger  will  increase
total  energy  consumption by less than one percent of the energy
consumed for production purposes.

The Agency estimates  that PSES will result in a net   increase  in
electrical   energy   consumption  of  approximately  50  million
kilowatt-hours per year.  To  achieve  PSES,  a  typical  existing
indirect discharger will increase energy consumption by  less than
one percent of the total energy consumed for production  purposes.

NSPS and PSNS will not significantly add to total energy consump-
tion  of  the  industry.  A normal plant for each subcategory was
used to estimate the  energy requirements for new sources.  A  new


                                10

-------
source  wastewater  treatment  system  will add approximately one
million kilowatt-hours per year  to  the  total  industry  energy
requirements.
                                1 l

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                           SECTION II

                         RECOMMENDATIONS

1.    EPA  has  divided  the  aluminum  forming  category into six
subcategories  for  the  purpose  of  effluent  limitations   and
standards.  These subcategories are:

    -  Rolling With Neat Oils
       Rolling With Emulsions
       Extrusion
       Forging
       Drawing With Neat Oils
    -  Drawing With Emulsions or Soaps

Each  subcategory  is regulated by core and ancillary operations.
The core is composed of those operations that always  occur  with
the  subcategory  or are dry operations.  Operations not included
in the core are classified as ancillary operations and may or may
not be present at any one facility.

2.   BPT is being promulgated based on the model  treatment  tech-
nology   of   flow   equalization,  oil  skimming,  and  chemical
precipitation and sedimentation (lime and settle) technology, and
where   appropriate,   chemical   emulsion   breaking,   chromium
reduction,  and  cyanide  removal.   The  following  BPT effluent
limitations are being promulgated for existing sources:
                               13

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A.   BPT MASS LIMITATIONS FOR THE ROLLING WITH NEAT OILS
     SUBCATEGORY

(a)  Rolling with Neat Oils - Core Waste Streams Without An
     Annealing Furnace Scrubber
Pollutant or
Pollutant Property
Maximum for
Any One Day
                  Maximum
                  Monthly
     for
     Average
mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
  0.0244
  0.0161
  0.0808
  0.356
  1.11
  2.27
  (1)
                     0.010
                     0.0067
                     0.0338
                     0. 174
                     0.664
                     I .079
                     (1)
(1)  Within the range of 7.0 to 10.0 at all times.
     Rolling With Neat Oils - Core Waste Streams With An
     Annealing Furnace Scrubber
Pollutant or
Pollutant Property
Maximum for
Any One Day
                  Max imum
                  Monthly
     for
     Average
mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
  0.
  0.
  0.
  0.
  1.
  3.
  (1
0360
0237
1 19
525
634
348
0.
0.
0.
0.
0.
1 .
(1
0147
0098
0498
257
980
593
(1)  Within the range of 7.0 to 10.0 at all times,
                                14

-------
(c)
Continuous Sheet Casting - Spent Lubricant
Pollutant
Pollutant
     or
     Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg
methods
     (Ib/million off-lbs) of aluminum cast by continuous
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                         0.00086
                         0.00057
                         0.0029
                         0.0127
                         0.0393
                         0.0805
                         (1 )
                         0.00035
                         0.00024
                         0.0012
                         0.0063
                         0.0236
                         0.0383
                         (1 )
(1)  Within the range of 7.0 to 10.0 at all times.

(d)  Solution Heat Treatment - Contact Cooling Water
Pollutant or
Pollutant Property
                       Maximum for
                       Any One Day
                      Maximum
                      Monthly
                      for
                      Average
mg/off-kg (Ib/million off-lbs) of aluminum quenched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                         3.
                         2.
                        1 1 .
                        49.
                       154.
                       315.
                         (1
    39
    24
    25
    55
    10
    91
                 1 .
                 0.
                 4.
                24.
                92.
               150.
                 (1
     39
     93
     70
     66
     46
     25
(1)  Within the range of 7.0 to 10.0 at all times,
                               15

-------
!e)  Cleaning or Etching - Bath
Pollutant or                Maximum for           Maximum tor
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                      0.079                  0.032
Cyanide                       0.052                  0.022
Zinc                          0.262                  0.110
Aluminum                      1.15                   0.573
Oil & Grease                  3.58                   2.15
Total Suspended Solids        7.34                   3.49
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(f)  Cleaning or Etching - Rinse


Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                      6.12                   2.51
Cyanide                       4.04                   1  .67
Zinc                         20.31                   8.49
Aluminum                     89.46                  44.52
Oil & Grease                278.24                 166.95
Total Suspended Solids      570.39                 271.29
pH                             ( 1  )                    ( 1 )

(1)  Within the range of 7.0 to  10.0 at all times.
                                16

-------
(g)  Cleaning or Etching - Scrubber Liquor
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                      7.00                   2.86
Cyanide                       4.61                   1.91
Zinc                         23.22                   9.70
Aluminum                    102.24                  50.88
Oil & Grease                318.00                 190.80
Total Suspended Solids      651.90                 310.05
pH                            ( 1 )                    ( 1 )

(a)  Within the range of 7.0 to 10.0 at all times.

B.   BPT MASS LIMITATIONS FOR THE ROLLING WITH EMULSIONS
     SUBCATEGORY

(a)  Rolling With Emulsions - Core Waste Streams
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with emulsions

Chromium                      0.057                  0.024
Cyanide                       0.038                  0.016
Zinc                          0.19                   0.079
Aluminum                      0.84                   0.416
Oil & Grease                  2.60                   1.56
Total Suspended Solids        5.33                   2.53
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               17

-------
(b)  Direct Chill Casting - Contact Cooling Water
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                      0.59                   0.24
Cyanide                       0.39                   0.16
Zinc                          1 .94                   0.81
Aluminum                      8.55                   4.26
Oil & Grease                 26.58                  15.95
Total Suspended Solids       54.49                  25.92
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(c)  Solution Heat Treatment - Contact Cooling Water
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                      3.39                   1 .39
Cyanide                       2.24                   0.93
Zinc                          11.25                   4.70
Aluminum                      49.55                  24.66
Oil & Grease                154.10                  92.46
Total Suspended Solids      315.91                 150.25
pH                            ( 1 )                     ( 1 )

(1)  Within the range of 7.0  to 10.0 at all times.
                                18

-------
(d)  Cleaning or Etching - Bath
Pollutant
Pollutant
or
Property
Maximum for
Any One Day
Maximum
Monthly
   for
   Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                    0.079
                    0.052
                    0.262
                    1.15
                    3.58
                    7.34
                    (1 )
                         0.032
                         0.022
                         0. 109
                         0.573
                         2. 15
                         3.49
                         (1 )
(1)  Within the range of 7.0 to 10.0 at all times,

(e)  Cleaning or Etching - Rinse
Pollutant or
Pollutant Property
                  Maximum for
                  Any One Day
                      Maximum for
                      Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                    6.
                    4.
                   20.
                   89.
                  278.
                  570.
                    (1
    12
    04
    31
    46
    24
    39
   2.
   1
   8
  44
 166
 271
51
67
49
52
95
29
                          1
 1)  Within the range of 7.0 to 10.0 at all times,
                               19

-------
(f)  Cleaning or Etching - Scrubber Liquor
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                      7.00                   2.86
Cyanide                       4.61                   1 ..91
Zinc                         23.22                   9,70
Aluminum                    102.24                  50.88
Oil & Grease                318.00                 190.80
Total Suspended Solids      651.90                 310.05
pH                            (1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

C.   BPT MASS LIMITATIONS FOR THE EXTRUSION SUBCATEGORY

(a)  Extrusion - Core Waste Streams
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum extruded

Chromium                      0.16                   0.066
Cyanide                       0.11                   0.044
Zinc                          0.53                   0.22
Aluminum                      2.34                   1.16
Oil & Grease                  7.32                   4.39
Total Suspended Solids        15.0                    7.13
pH                            ( 1 )                    ( 1 )

(a)  Within the range of 7.0  to 10.0 at all times.
                               20

-------
(b)  Direct Chill Casting - Contact Cooling Water
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                      0.59                   0.24
Cyanide                       0.39                   0.16
Zinc                          1.94                   0.81
Aluminum                      8.55                   4.26
Oil & Grease                 26.58                  15.95
Total Suspended Solids       60.60                  25.92
pH                            (1)                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(c)  Solution and Press Heat Treatment - Contact Cooling Water
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                      3 . 39                   1 . 39
Cyanide                       2.24                   0.93
Zinc                         11.25                   4.70
Aluminum                     49.55                  24.66
Oil & Grease                154.10                  92.46
Total Suspended Solids      315.91                 150.25
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               21

-------
(d)  Cleaning or Etching - Bath
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                    0.079
                    0.052
                    0.26
                    1.15
                    3.58
                    7.34
                    (1 )
                         0,
                         0,
                         0.
                         0
                         2
                         3
                   032
                   022
                   109
                   573
                   15
                   49
                         (1 )
(1)  Within the range of 7.0 to 10.0 at all times,

(e)  Cleaning or Etching - Rinse
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                    6.
                    4.
                   20.
                   89.
                  278.
                  570.
                    (1
    12
    04
    31
    46
    24
    39
                 2.
                 1 .
                 8.
                44.
               166.
               271 .
                 (1
     51
     67
     49
     52
     95
     29
 (1)  Within the range of 7.0 to  10.0 at all times.
                                22

-------
     Cleaning or Etching - Scrubber Liquor
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                    7.
                    4.
                   23.
                  102.
                  318.
                  651 .
                    (1
    00
    61
    22
    24
    00
    90
                 2
                 1
                 9
                50
               190
               310
     86
     91
     70
     88
     80
     05
                         (1 )
(1)  Within the range of 7.0 to 10.0 at all times.

(g)  Degassing - Scrubber Liquor
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg (Ib/million off-lbs) of aluminum degassed
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                    1 .
                    0.
                    3.
                   16.
                   52.
                  106.
                    (1
    15
    76
    81
    78
    18
    97
                 0.
                 0.
                 1 .
                 8.
                31 .
                50.
                 (1
     47
     32
     59
     35
     31
     88
(1)  Within the range of 7.0 to 10.0 at all times,
                               23

-------
     Extrusion Press Leakage
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of hard alloy aluminum extruded

Chromium                      0.65                   0.27
Cyanide                       0.43                   0.18
Zinc                          2.16                   0.90
Aluminum                      9.51                   4.73
Oil & Grease                 29.56                  17.74
Total Suspended Solids       60.60                  28.82
pH                            ( 1  )                    ( 1 )

(1)  Within the range of 7.0 to  10.0 at all times.

D.   BPT MASS LIMITATIONS FOR THE DRAWING WITH NEAT OILS
     SUBCATEGORY

(a)  Drawing With Neat Oils - Core Waste Streams
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with neat oils

Chromium                      0.022                  0.0090
Cyanide                       0.015                  0.0050
Zinc                          0.073                  0.031
Aluminum                      0.32                   0.160
Oil & Grease                  0.97                   0.598
Total Suspended Solids        2.04                   0.972
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to  10.0 at all times.
                                24

-------
(b)  Continuous Rod Casting - Contact Cooling Water
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg
methods
(Ib/million off-lbs) of aluminum cast by continuous
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                    0,
                    0,
                    2
                   10
                   31
                   63
    684
    451
    271
    00
    10
    76
                    (1 )
                 0.28
                 0. 187
                 0.949
                 4.976
                18.66
                30.322
                 (1 )
(1)  Within the range of 7.0 to 10.0 at all times

(c)  Continuous Rod Casting - Spent Lubricant
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum for
Monthly Average
mg/off-kg
methods
(Ib/million off-lbs) of aluminum cast by continuous
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                      00086
                      00057
                      00287
                      01263
                      03928
                      08052
                     1 )
(1)  Within the range of 7.0 to 10.0 at all times,
                         0
                         0,
                         0
                         0,
                         0
                         0,
                   00035
                   00024
                   00120
                   00628
                   02357
                   03830
                         (1 )
                               25

-------
(d)  Solution Heat Treatment - Contact Cooling Water
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg (Ib/million off-lbs) of aluminum quenched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                    3.
                    2.
                   1 1  .
                   49.
                  154.
                  315.
                    (1
    39
    24
    25
    55
    10
    91
                 1 .39
                 0.93
                 4.70
                24.66
                92.46
               150.25
                 (1)
(1)  Within the range of 7.0 to 10.0 at all times.

(e)  Cleaning or Etching - Bath
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                    0.
                    0.
                    0.
                    1.
                    3.
                    7.
                    (1
    079
    052
    26
    150
    58
    34
(1)  Within the range of 7.0 to 10.0 at all times,
                   032
                   022
                   1 1
                   57
                   15
                   49
                               26

-------
 f)  Cleaning or Etching - Rinse
Pollutant or
Pollutant Property
                  Maximum for
                  Any One Day
                      Maximum for
                      Monthly Average
mg/off-kg (Ib/million otf-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                    6. 12
                    4.04
                   20.31
                   89.46
                  278.24
                  570.39
                    (1 )
                         2.51
                         1 .67
                         8.49
                        44.52
                       166.95
                       271.29
                         (1)
(1)  Within the range of 7.0 to 10.0 at all times,

(g)  Cleaning or Etching - Scrubber Liquor
Pollutant
Pollutant
or
Property
Maximum
Any One
for
Day
Maximum
Monthly
for
Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                    7
                    4
                   23
                  102
                  318
                  651
   ,00
   .61
   .22
   ,24
   ,00
   ,90
                 2
                 1
                 9
                50
               198
               310
    ,86
    ,91
    .70
    ,88
    .80
    .05
                    (1)
                         (1 )
(1)  Within the range of 7.0 to 10.0 at all times
                               27

-------
E.    BPT MASS LIMITATIONS FOR THE DRAWING WITH EMULSIONS OR
     SOAPS SUBCATEGORY

(a)  Drawing With Emulsions or Soaps - Core Waste Streans
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with emulsions
or soaps

Chromium                      0.205                  0.084
Cyanide                       0.135                  0.056
Zinc                          0.680                  0.285
Aluminum                      3.00                   1.50
Oil & Grease                  9.33                   5. 60
Total Suspended Solids        19.12                   9.10
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0  to 10.0 at all times.

(b)  Continuous Rod Casting - Contact Cooling Water


Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                      0.684                  0.28
Cyanide                       0.450                  0.187
Zinc                          2.27                   0.949
Aluminum                      10.00                   4.976
Oil & Grease                  31.10                   1 8.66
Total Suspended Solids        63.76                   30.323
pH                             ( 1 )                     ( 1 )

(1)  Within the range of 7.0  to  10.0 at all times.
                                28

-------
(c)  Continuous Rod Casting - Spent Lubricant
Pollutant or                Maximum for           Maximum for
Pollutant Property _ Any One Day _ Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                      0.0009                 0.0004
Cyanide                       0.0006                 0.0003
Zinc                          0.0029                 0.001
Aluminum                      0.013                  0.006
Oil & Grease                  0.040                  0.024
Total Suspended Solids        0.081                  0.039
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(d)  Solution Heat Treatment - Contact Cooling Water
Pollutant or                Maximum for           Maximum for
Pollutant Property _ Any One Day _ Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                      3.39                   1 . 39
Cyanide                       2.24                   0.93
Zinc                         11.25                   4.70
Aluminum                     49.55                  24.66
Oil & Grease                154. 10                  92.46
Total Suspended Solids      315.91                 150.25
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               29

-------
(e)  Cleaning or Etching - Bath
Pollutant
Pollutant
     or
     Property
Maximum for
Any One Day
Maximum
Monthly
   for
   Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                         0.079
                         0.052
                         0.262
                           15
                           58
                           34
  1 .
  3
  7
                         (1 )
(1)  Within the range of 7.0 to 10.0 at all times,

(f)  Cleaning or Etching - Rinse
   0
   0
   0,
   0
   2
   3
032
022
109
573
15
49
                         (1)
Pollutant
Pollutant
     or
     Property
Maximum for
Any 0ne Day
Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                         6.
                         4.
                        20.
                        89.
                       278.
                       570.
                         (1
    12
    04
    31
    46
    24
    39
   2
   1
   8
  44
 166
 271
51
67
49
519
95
29
                         (1)
 (1
Within the range of 7.0 to 10.0 at all times,
                                30

-------
(g)  Cleaning or Etching - Scrubber Liquor
Pollutant or                Maximum for           Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminim cleaned or etched

Chromium                      7.00                   2.86
Cyanide                       4.61                   1.91
Zinc                         23.22                   9.70
Aluminum                    102.24                  50.88
Oil & Grease                318.00                 190.80
Total Suspended Solids      651.90                 310.05
pH                            ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

3.  BAT is being promulgated based on the model  treatment  tech-
nology of oil skimming, chemical  precipitation, and sedimentation
(lime  and  settle)  technology  and  in-process  flow  reduction
control  methods,  and  where   applicable,   chemical   emulsion
breaking, chromium reduction, and cyanide removal.  The following
BAT  effluent  limitations  are  being  promulgated  for existing
sources:
A.  BAT MASS LIMITATIONS FOR THE ROLLING WITH NEAT OILS
    SUBCATEGORY

(a)  Rolling With Neat Oils - Core Waste Streams Without An
     Annealing Furnace Scrubber

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils

Chromium                     0.025                  0.010
Cyanide                      0.016                  0.0067
Zinc                         0.081                  0.034
Aluminum                     0.356                  0.174
                               31

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(b)  Rolling With Neat Oils - Core Waste Streams With An
     Annealing Furnace Scrubber

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils

Chromium                     0.036                  0.015
Cyanide                      0.024                  0.0098
Zinc                         0.119                  0.050
Aluminum                     0.525                  0.257

(c)  Continuous Sheet Casting - Spent Lubricant

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.00086                0.00035
Cyanide                      0.00057                0.00024
Zinc                         0.00287                0.0012
Aluminum                     0.0127                 0.0062

(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.897                  0.367
Cyanide                      0.591                  0.245
Zinc                         2.974                  1.243
Aluminum                    13.10                   6.518

(e)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.109
Aluminum                      1.151                  0.573
                               32

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 f)  Cleaning or Etching - Rinse
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One 'Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.612                  0.251
Cyanide                      0.404                  0.167
Zinc                         2.031                  0.849
Aluminum                     8.944                  4.45

(g)  Cleaning or Etching - Scrubber Liquor

     Pollutant or         Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.851                  0.348
Cyanide                      0.561                  0.232
Zinc                         2.822                  1.179
Aluminum                    12.43                   6.186

B.   BAT  MASS  LIMITATIONS  FOR  THE  ROLLING   WITH   EMULSIONS
SUBCATEGORY

(a)  Rolling With Emulsions - Core Waste Streams

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with emulsions

Chromium                     0.057                  0.024
Cyanide                      0.038                  0.016
Zinc                         0.19                   0.079
Aluminum                     0.84                   0.42
                                33

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(b)  Direct Chill Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                     0.59                   0.24
Cyanide                      0.39                   0.16
Zinc                         1.94                   0.81
Aluminum                     8.55                   4.26
(c)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.90                   0.37
Cyanide                      0.59                   0.25
Zinc                         2.98                   1.25
Aluminum                    13.10                   6.52

(d)  Cleaning or Etching - Bath

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.26                   0.109
Aluminum                     1.15                   0.573

(e)  Cleaning or Etching - Rinse

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.61                   0.25
Cyanide                      0.41                   0.17
Zinc                         2.03                   0.85
Aluminum                     8.95                   4.45
                                34

-------
(f)  Cleaning or Etching - Scrubber Liquor

     Pollutant or         Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.85                   0.35
Cyanide                      0.56                   0.23
Zinc                         2.82                   1.18
Aluminum                    12.43                   6.19

C.  BAT MASS LIMITATIONS FOR THE EXTRUSION SUBCATEGORY

(a)  Extrusion - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum extruded

119  Chromium                0.15                   0.061
121  Cyanide                 0.098                  0.041
128  Zinc                    0.49                   0.21
     Aluminum                2.19                   1.09

(b)  Direct Chill Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                     0.59                   0.24
Cyanide                      0.39                   0.16
Zinc                         1.94                   0.81
Aluminum                     8.55                   4.26

(c)  Solution or Press Heat Treatment Contact Cooling

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.90                   0.37
Cyanide                      0.59                   0.25
Zinc                         2.98                   1.25
Aluminum                    13.10                   6.52
                               35

-------
(d)  Cleaning or Etching - Bath
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.109
Aluminum                     1.15                   0.58

(e)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.61                   0.25
Cyanide                      0.41                   0.17
Zinc                         2.03                   0.85
Aluminum                     8.95                   4.45

(f)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.85                   0.35
Cyanide                      0.56                   0.23
Zinc                         2. 82                   1 . 1! 8
Aluminum                    12.43                   6.19

(g)  Extrusion Press Leakage

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of hard  alloy  aluminum extruded

Chromium                     0.65                   0.27
Cyanide                      0.43                   0.18
Zinc                         2.16                   0.90
Aluminum                     9.51                   4.73
                                36

-------
D.  BAT MASS LIMITATIONS FOR THE DRAWING WITH NEAT OILS
    SUBCATEGORY

(a)  Drawing With Neat Oils - Core Waste Streams

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with neat oils

Chromium                     0.022                  0.009
Cyanide                      0.015                  0.006
Zinc                         0.073                  0.031
Aluminum                     0.321                  0.16

(b)  Continuous Rod Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.086                  0.035
Cyanide                      0.056                  0.024
Zinc                         0.283                  0.118
Aluminum                     1.247                  0.621

(c)  Continuous Rod Casting - Spent Lubricant

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.00086                0.0004
Cyanide                      0.0006                 0.0002
Zinc                         0.0029                 0.0012
Aluminum                     0.0127                 0.0063
                               37

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(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.896                  0.367
Cyanide                      0.591                  0.245
Zinc                         2.974                  1.243
Aluminum                    13.10                   6.519

(e)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.109
Aluminum                     1.151                  0.563

(f)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.612                  0.251
Cyanide                      0.404                  0.167
Zinc                         2.031                  0.849
Aluminum                     8.944                  4.451

(g)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.851                  0.348
Cyanide                      0.561                  0.232
Zinc                         2.82                    1.179
Aluminum                    12.43                   6.19
                                38

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E.  BAT MASS LIMITATIONS FOR THE DRAWING WITH EMULSIONS
    OR SOAPS SUBCATEGORY
(a)  Drawing With Emulsions or Soaps - Core Waste Streams

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with emulsions
or soaps

Chromium                     0.205                  0.084
Cyanide                      0.135                  0.056
Zinc                         0.681                  0.285
Aluminum                     3.00                   1.49

(b)  Continuous Rod Casting - Contact Cooling Water


Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.086                  0.035
Cyanide                      0.056                  0.024
Zinc                         0.283                  0.118
Aluminum                     1 .25                   0.62

(c)  Continuous Rod Casting - Spent Lubricant

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.0009                 0.0004
Cyanide                      0.0006                 0.0003
Zinc                         0.0029                 0.0012
Aluminum                     0.013                  0.0063
                               39

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(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.897                  0.37
Cyanide                      0.591                  0.25
Zinc                         2.98                   1.24
Aluminum                    13.10                   6.52

(e)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.11
Aluminum                     1.15                   0.57

(f)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.612                  0.251
Cyanide                      0.404                  0.167
Zinc                         2.03                   0.849
Aluminum                     8.95                   4.45

(g)  Cleaning or Etching - Scrubber Liquor

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.85                   0.348
Cyanide                      0.561                  0.232
Zinc                         2.82                   1.18
Aluminum                     12.43                   6.19
                                40

-------
4.   NSPS is being promulgated based on the model treatment tech-
nology of oil skimming, chemical precipitation, sedimentation and
filtration (lime, settle, and filter) technology  and  in-process
flow  reduction  control  methods, and where applicable, chemical
emulsion breaking, chromium reduction, and cyanide removal.   The
following  effluent  standards  are  being  promulgated  for  new
sources:

A.  NSPS FOR THE ROLLING WITH NEAT OILS SUBCATEGORY

(a)  Rolling With Neat Oils - Core Waste Streams Without An
     Annealing Furnace Scrubber
Pollutant or
Pollutant Property
                        Maximum for
                        Any One Day
  Maximum for
Monthly Average
 g/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils
m
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
                             0.021
                             0.01 1
                             0.057
                             0.338
                             0.553
                             0.830
                             1)
      0.0083
      0.0044
      0.023
      0. 150
      0.553
      0.664
      1  )
(1)  Within the range of 7.0 to 10.0 at all times.
(b)  Rolling With Neat Oils - Core Waste Streams With An
     Annealing Furnace Scrubber
Pollutant or
Pollutant Property
                        Maximum for
                        Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
                             0.030
                             0.016
                             0.084
                             0.499
                             0.817
                             1 .225
                            (1)
      0.0123
      0.0065
      0.0343
      0.221
      0.817
      0.980
     (1 )
(1)  Within the range of 7.0 to 10.0 at all times.
                               41

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(c)  Continuous Sheet Casting - Spent Lubricant

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.00073                0.00029
Cyanide                      0.00039                0.00016
Zinc                         0.0020                 0.00082
Aluminum                     0.012                  0.0053
Oil & Grease                 0.0197                 0.019
Total Suspended Solids       0.0295                 0.022
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.31
Cyanide                      0.41                   0.17
Zinc                         2.08                   0.86
Aluminum                    12.45                   5.52
Oil & Grease                20.37                  20.37
Total Suspended Solids      30.56                  24.45
pH                          ( 1 )                     ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                                42

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     Cleaning  or  Etching  -  Bath
Pollutant or Maximum for
Pollutant Property Any
One Day
mg/off-kg (Ib/million off-lbs) of aluminum
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
(1) Within the range of 7.
(f) Cleaning or Etching -
Pollutant or Max
Pollutant Property Any
mg/off-kg (Ib/million off-1
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
(1) Within the range of 7.
(g) Cleaning or Etching -
Pollutant or Max
Pollutant Property Any
mg/off-kg (Ib/million off-1
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
0.066
0.036
0. 183
1 .094
1 .79
2.69
(1 )
0 to 10.0 at all
Rinse
imum for
One Day
bs) of aluminum
0. 52
0. 28
1 .42
8.50
13.91
20.87
(1 )
0 to 10.0 at all
Scrubber Liquor
imum for
One Day
bs) of aluminum
0.715
0.387
1 .97
11.81
19.33
29.00
(1 )
Maximum for
Monthly Average
cleaned or etched
0.027
0.015
0.075
0.485
1 .79
2.15
(1 )
times .

Maximum for
Monthly Average
cleaned or etched
0.21
0. 1 1
0. 59
3.70
13.91
16.69
(1 )
times.

Maximum for
Monthly Average
cleaned or etched
0.29
0. 16
0.81
5.24
19.33
23.20
(1 )
(1)   Within the range of  7.0 to 10.0  at  all  times.
                               43

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B.  NSPS FOR THE ROLLING WITH EMULSIONS SUBCATEGORY


(a)  Rolling With Emulsions - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with emulsions

Chromium                     0.048                  0.020
Cyanide                      0.026                  0.011
Zinc                         0.133                  0.055
Aluminum                     0.80                   0.35
Oil & Grease                 1.30                   1.30
Total Suspended Solids       1.95                   1.56
pH                          (1 )                     ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(b)  Direct Chill Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                     0.49                   0.20
Cyanide                      0.27                   0.11
Zinc                         1.36                   0.59
Aluminum                     8.12                   3.60
Oil & Grease                13.29                  1 3 . 29
Total Suspended Solids      19.94                  15.95
pH                          (1 )                     ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               44

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(c)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property _ Any One Day _ Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
pH
(1) Within the range of
(d) Cleaning or Etching
0.76
0.41
2.08
12.45
20.37
30.56
(1 )
7.0 to 10.0 at all times.
- Bath
0
0
0
5
20
24
(1


.31
. 17
.86
.52
.37
.45
)


Pollutant or            Maximum for             Maximum for
Pollutant Property _ Any One Day _ Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium
Cyanide
Zinc
Aluminum
Oil & Grease
Total Suspended Solids
PH
( 1 ) Within the range of
(e) Cleaning or Etching
0.067
0.036
0. 183
1 .094
1 .79
2.69
(1)
7.0 to 10.0 at all times.
- Rinse
0.027
0.015
0.075
0.485
1 .79
2. 15
(1 )


Pollutant or            Maximum for             Maximum for
Pollutant Property _ Any One Day _ Monthly Average

mg/kg (Ib/million Ibs) of aluminum cleaned or etched

Chromium                     0.52                   0.21
Cyanide                      0.28                   0.11
Zinc                         1.42                   0.59
Aluminum                     8.50                   3.77
Oil & Grease                13.91                  13.91
Total Suspended Solids      20.87                  16.70
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.


                               45

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(f)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.72                   0.29
Cyanide                      0.39                   0.16
Zinc                         1.97                   0.81
Aluminum                    11.81                   5,. 24
Oil & Grease                19.33                  19.. 33
Total Suspended Solids      29.00                  23.20
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

C.  NSPS FOR THE EXTRUSION SUBCATEGORY

(a)  Extrusion - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum extruded

Chromium                     0.13                   0.051
Cyanide                      0.068                  0.027
Zinc                         0.35                   0.14
Aluminum                     2.07                   0.92
Oil & Grease                 3.39                   3.39
Total Suspended Solids       5.10                   4.07
pH                           (1 )                     (1 )

(1)  Within the range of 7.0 to  10.0 at all times.
                                46

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(b)  Direct Chill Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                     0.49                   0.20
Cyanide                      0.27                   0.11
Zinc                         1.36                   0.56
Aluminum                     8.12                   3.60
Oil & Grease                13.29                  13.29
Total Suspended Solids      19.24                  15.95
pH                          (1)                     (1)

(1)  Within the range of 7.0 to 10.0 at all times.

(c)  Solution and Press Heat Treatment - Contact Cooling
         Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.31
Cyanide                      0.41                   0.17
Zinc                         2.08                   0.86
Aluminum                    12.45                   5.52
Oil & Grease                20.37                  20.37
Total Suspended Solids      30.56                  24.45
pH                          ( 1 )                     ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               47

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(d)  Cleaning or Etching - Bath
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.067                  0.027
Cyanide                      0.036                  0.015
Zinc                         0.183                  0.075
Aluminum                     1.094                  0.485
Oil & Grease                 1.79                   1 .79
Total Suspended Solids       2.69                   2.15
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(e)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.52                   0.21
Cyanide                      0.28                   0.11
Zinc                         1 .42                   0.59
Aluminum                     8.50                   3.77
Oil & Grease                13.91                  13.91
Total Suspended Solids      20.87                  16.70
pH                          (1 )                    ( 1 }

(1)  Within the range of 7.0 to 10.0 at all times.

(f)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.72                   0.29
Cyanide                      0.39                   0.16
Zinc                          1.97                   0.81
Aluminum                    11.81                   5.24
Oil & Grease                19.33                   19.33
Total Suspended Solids      29.00                  23.20
pH                          ( 1 )                     ( 1 )

(1)  Within the range of 7.0  to  10.0 at all times.


                               48

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!g)  Extrusion Press Leakage
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of hard alloy aluminum extruded

Chromium                     0.11                   0.045
Cyanide                      0.060                  0.024
Zinc                         0.31                   0.126
Aluminum                     1.82                   0.81
Oil & Grease                 2.98                   2.98
Total Suspended Solids       4.47                   3.58
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

D.  NSPS FOR THE FORGING SUBCATEGORY

(a)  Forging - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum forged

Chromium                     0.019                  0.008
Cyanide                      0.010                  0.004
Zinc                         0.051                  0.021
Aluminum                     0.305                  0.135
Oil & Grease                 0.50                   0.50
Total Suspended Solids       0.75                   0.60
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               49

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(b)  Forging - Scrubber Liquor
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/mi11 ion off-lbs)  of aluminum forged

Chromium                     0.035                  0.014
Cyanide                      0.019                  0.008
Zinc                         0.096                  0.04
Aluminum                     0.576                  0.256
Oil & Grease                 0.943                  0.95
Total Suspended Solids       1.42                   1.13
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(c)  Solution Heat Treatment -  Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs)  of aluminum quenched

Chromium                     0.76                   0.31
Cyanide                      0.41                   0.163
Zinc                         2.08                   0.86
Aluminum                    12.45                   5.52
Oil & Grease                20.37                  20.37
Total Suspended Solids      30.56                  24.45
pH                          (1 )                    (!)

(1)  Within the range of 7.0 to 10.0 at all times.

(d)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs)  of aluminum cleaned or etched

Chromium                     0.066                  0.027
Cyanide                      0.036                  0.015
Zinc                         0.183                  0.075
Aluminum                     1.094                  0.485
Oil & Grease                 1.79                   1.79
Total Suspended Solids       2.69                   2.15
pH                          (1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.


                               50

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(e)   Cleaning  or  Etching - Rinse
Pollutant or Maximum for
Pollutant Property Any One Day
mg/off-kg (Ib/million off-lbs) of aluminum
Chromium 0.52
Cyanide 0.28
Zinc 1.42
Aluminum 8.5
Oil & Grease 13.91
Total Suspended Solids 20.87
pH (1 )
(1) Within the range of 7.0 to 10.0 at all
(f) Cleaning or Etching - Scrubber Liquor
Pollutant or Maximum for
Pollutant Property Any One Day
mg/off-kg (Ib/million off-lbs) of aluminum
Chromium 0.72
Cyanide 0.39
Zinc 1.97
Aluminum 11.81
Oil & Grease 19.33
Total Suspended Solids 29.00
pH (1 )
Maximum for
Monthly Average
cleaned or etched
0. 21
0. 1 1
0.59
3.77
13.91
16.69
(1 )
times.

Maximum for
Monthly Average
cleaned or etched
0.29
0. 155
0.812
5.24
19.33
23.20
(1)
(1
Within the range of 7.0 to 10.0 at all times,
                               51

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m
E.  NSPS FOR THE DRAWING WITH NEAT OILS SUBCATEGORY

(a)  Drawing With Neat Oils - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

 g/off-kg (Ib/million off-lbs) of aluminum drawn with neat oils

Chromium                     0.019                  0.008
Cyanide                      0.010                  0.004
Zinc                         0.051                  0.021
Aluminum                     0.304                  0.135
Oil & Grease                 0.498                  0.498
Total Suspended Solids       0.747                  0.598
pH                          (1)                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(b)  Continuous Rod Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.072                  0.. 029
Cyanide                      0.039                  0..016
Zinc                         0.198                  0.082
Aluminum                     1.185                  0.526
Oil & Grease                 1.939                  1.939
Total Suspended Solids       2.909                  2.327
pH                          (1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               52

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(c)  Continuous Rod Casting - Spent Lubricant

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.0008                 0.0003
Cyanide                      0.0004                 0.0002
Zinc                         0.002                  0.008
Aluminum                     0.012                  0.006
Oil & Grease                 0.02                   0.02
Total Suspended Solids       0.03                   0.024
pH                          (1)                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.754                  0.306
Cyanide                      0.408                  0.163
Zinc                         2.08                   0.856
Aluminum                    12.45                   5.52
Oil & Grease                20.37                  20.37
Total Suspended Solids      30.56                  24.45
pH                          ( 1 )                    (1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               53

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e)  Cleaning or Etching - Bath
Pollutant or Maximum for
Pollutant Property Any One Day
mg/off-kg (Ib/million off-lbs) of aluminum
Chromium 0.066
Cyanide 0.036
Zinc 0.183
Aluminum 1 . 094
Oil & Grease 1 . 79
Total Suspended Solids 2.69
pH (1 )
(1) Within the range of 7.0 to 10.0 at all
(f) Cleaning or Etching - Rinse
Pollutant or Maximum for
Pollutant Property Any One Day
mg/off-kg (Ib/million off-lbs) of aluminum
Chromium 0.515
Cyanide 0.278
Zinc 1 .42
Aluminum 8.50
Oil & Grease 13.91
Total Suspended Solids 20.87
pH (1 )
(1) Within the range of 7.0 to 10.0 at all
(g) Cleaning or Etching - Scrubber Liquor
Pollutant or Maximum for
Pollutant Property Any One Day
mg/off-kg (Ib/million off-lbs) of aluminum
Chromium 0.715
Cyanide 0.387
Zinc 1.97
Aluminum 11.81
Oil & Grease 19.33
Total Suspended Solids 29.00
PH
Maximum for
Monthly Average
cleaned or etched
0.027
0. 015
0.075
0.485
1 ..79
2. 15
(1 )
times.
Maximum for
Monthly Average
cleaned or etched
0.209
0.111
0. 584
3.77
13.91
16.70
(1 )
times.
Maximum for
Monthly Average
cleaned or etched
0.290
0. 155
0.812
5.24
19.33
23.20
(1)   Within the range of  7.0 to 10.0 at all times,
                               54

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F.  NSPS FOR THE DRAWING WITH EMULSIONS OR SOAPS SUBCATEGORY

(a)  Drawing With Emulsions or Soaps - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with emulsions
or soaps

Chromium                     0.173                  0.070
Cyanide                      0.094                  0.038
Zinc                         0.476                  0.196
Aluminum                     2.85                   1 .27
Oil & Grease                 4.67                   4.67
Total Suspended Solids       7.00                   5.60
pH                          (1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(b)  Continuous Rod Casting - Contact Cooling Water

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.072                  0.029
Cyanide                      0.039                  0.016
Zinc                         0.198                  0.081
Aluminum                     1.184                  0.526
Oil & Grease                 1.940                  1.940
Total Suspended Solids       2.91                   2.33
pH                          (1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               55

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(c)  Continuous Rod Casting - Spent Lubricant

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.0008                 0.0003
Cyanide                      0.0004                 0.0002
Zinc                         0.0020                 0.0008
Aluminum                     0.012                  0.0053
Oil & Grease                 0.020                  0.020
Total Suspended Solids       0.030                  0.024
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.754                  0.31
Cyanide                      0.408                  0.16
Zinc                         2.08                   0.86
Aluminum                    12.450                  5.52
Oil & Grease                20.37                  20.37
Total Suspended Solids      20.56                  24.45
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.
                               56

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(e)  Cleaning or Etching - Bath

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.066                  0.027
Cyanide                      0.036                  0.015
Zinc                         0.183                  0.075
Aluminum                     1.094                  0.49
Oil & Grease                 1.79                   1.79
Total Suspended Solids       2.69                   2.15
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(f)  Cleaning or Etching - Rinse

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.515                  0.21
Cyanide                      0.278                  0.11
Zinc                         1.42                   0.59
Aluminum                     8.50                   3.77
Oil & Grease                13.91                  13.91
Total Suspended Solids      20.87                  16.70
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.

(g)  Cleaning or Etching - Scrubber Liquor

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.72                   0.290
Cyanide                      0.387                  0.155
Zinc                         1.97                   0.812
Aluminum                     1.18                   5.24
Oil & Grease                19.33                  19.33
Total Suspended Solids      29.00                  23.20
pH                          ( 1 )                    ( 1 )

(1)  Within the range of 7.0 to 10.0 at all times.


                               57

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5.  PSES is being promulgated based on the model treatment  tech-
nology  of  oil  skimming  and  chemical  precipitation and sedi-
mentation  (lime  and  settle)  technology  and  in-process  flow
reduction   control   methods,  and  where  applicable,  chemical
emulsion breaking, chromium reduction, and cyanide removal.   The
following   pretreatment  standards  are  being  promulgated  for
existing sources:

A.  PSES FOR THE ROLLING WITH NEAT OILS SUBCATEGORY

(a)  Rolling With Neat Oils - Core Waste Streams Without An
Rolling With Neat Oils - Cc
Annealing Furnace Scrubber
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils
Chromium 0.025
Cyanide 0.016
Zinc 0.081
Total Toxic Organics (TTO) 0.038
Oil & Grease* 1.11
(b) Rolling With Neat Oils - Core Waste
Annealing Furnace Scrubber
0
0
0

0
Streams With

.010
.007
.034
--
.67
An

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils

Chromium                     0.036                   0.015
Cyanide                      0.024                   0.010
Zinc                         0.119                   0.050
Total Toxic Organics  (TTO)   0.057
Oil & Grease*                1.64                    0.98
                                58

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(c)  Continuous Sheet Casting - Spent Lubricant

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/kg (Ib/million Ibs) of aluminum cast by continuous methods

Chromium                     0.00086                0.00035
Cyanide                      0.00057                0.00024
Zinc                         0.0029                 0.0012
Total Toxic Organics (TTO)   0.0014
Oil & Grease*                0.040                  0.024

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.90                   0.37
Cyanide                      0.59                   0.25
Zinc                         2.98                   1.25
Total Toxic Organics (TTO)   1.41
Oil & Grease*               40.74                  24.45

(e)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.109
Total Toxic Organics (TTO)   0.124
Oil & Grease*                3.58                   2.15
                               59

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     Cleaning or Etching - Rinse
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/mil1 ion off-lbs) of aluminum cleaned or etched

Chromium                     0.61                   0.25
Cyanide                      0.41                   0.17
Zinc                         2.03                   0.85
Total Toxic Organics (TTO)   0.96
Oil & Grease*               27.82                  16.69
*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(g)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.85                   0.35
Cyanide                      0.56                   0.23
Zinc                         2.82                   1.18
Total Toxic Organics (TTO)   1.34
Oil & Grease*               38.7                   23.20

B.  PSES FOR THE ROLLING WITH EMULSIONS SUBCATEGORY

(a)  Rolling With Emulsions - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with emulsions

Chromium                     0.057                  0.024
Cyanide                      0.038                  O.Olt^
Zinc                         0.190                  O.O"^
Total Toxic Organics (TTO)   0.090
Oil & Grease*                2.60
                                60

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(b)  Direct Chill Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                     0.59                   0.24
Cyanide                      0.39                   0.16
Zinc                         1.94                   0.81
Total Toxic Organics (TTO)   0.92
Oil & Grease*               26.58                  15.95

^Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(c)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.90                   0.37
Cyanide                      0.56                   0.25
Zinc                         2.98                   1.24
Total Toxic Organics (TTO)   1.41
Oil & Grease*               40.74                  24.44

(d)  Cleaning or Etching - Bath

Pollutant orMaximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.109
Total Toxic Organics (TTO)   0.124
Oil & Grease*                3.58                   2.15
                               61

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(e)  Cleaning or Etching - Rinse
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/mi11 ion Ibs) of aluminum cleaned or etched

Chromium                     0.61                   0.25
Cyanide                      0.41                   0.17
Zinc                         2.03                   0.85
Total Toxic Organics (TTO)   0.96
Oil & Grease*               27.82                  16.69

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(f)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.85                   0.35
Cyanide                      0.56                   0.23
Zinc                         2.83                   1.18
Total Toxic Organics (TTO)   1.34
Oil & Grease*               38.66                  23.20

C.  PSES FOR THE EXTRUSION SUBCATEGORY

(a)  Extrusion - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum extruded

Chromium                     0.15                   0.061
Cyanide                      0.098                  0.041
Zinc                         0.49                   0.21
Total Toxic Organics (TTO)   0.23
Oil & Grease*                6.80                   4.07
                               62

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(b)  Direct Chill Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                     0.59                   0.24
Cyanide                      0.39                   0.16
Zinc                         1.94                   0.81
Total Toxic Organics (TTO)   0.92
Oil & Grease*               26.58                  15.95

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(c)  Solution and Press Heat Treatment - Contact Cooling
     Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.90                   0.37
Cyanide                      0.59                   0.25
Zinc                         2.98                   1.25
Total Toxic Organics (TTO)   1.41
Oil & Grease*               40.74                  24.45

(d)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.26                   0.109
Total Toxic Organics (TTO)   0.124
Oil & Grease*                3.58                   2.15
                               63

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(e)  Cleaning or Etching - Rinse
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.61                   0.25
Cyanide                      0.41                   0.17
Zinc                         2.03                   0.85
Total Toxic Organics (TTO)   0.96
Oil & Grease*               27.82                  16.69

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(f)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.85                   0.35
Cyanide                      0.56                   0.23
Zinc                         2.82                   1.18
Total Toxic Organics (TTO)   1.34
Oil & Grease*               38.66                  23.20

(g)  Extrusion Press Leakage

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of hard alloy aluminum extruded

Chromium                     0.65                   0.27
Cyanide                      0.43                   0.18
Zinc                         2.16                   0.90
Total Toxic Organics (TTO)    1.02
Oil & Grease*               29.56                  17.74
                                64

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D.  PSES FOR THE FORGING SUBCATEGORY

(a)  Forging - Core Waste Streams
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum forged

Chromium                     0.022                  0.009
Cyanide                      0.015                  0.006
Zinc                         0.073                  0.031
Total Toxic Organics (TTO)   0.035
Oil & Grease*                1 . 00                   0.60

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(b)  Forging - Scrubber Liquor

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum forged

Chromium                     0.042                  0.017
Cyanide                      0.028                  0.011
Zinc                         0.14                   0.058
Total Toxic Organics (TTO)   0.065
Oil & Grease*                1.89                   1.13

(c)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.897                  0.37
Cyanide                      0.591                  0.25
Zinc                         2.98                   1.24
Total Toxic Organics (TTO)   1.41
Oil & Grease*               40.74                  24.45
                               65

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(d)  Cleaning or Etching - Bath
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.26                   0.11
Total Toxic Organics (TTO)   0.123
Oil & Grease*                3. 58                   2.15

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(e)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.61                   0.25
Cyanide                      0.40                   0.17
Zinc                         2.03                   0.85
Total Toxic Organics (TTO)   0.96
Oil & Grease*               27.82                  16.70

(f)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.851                  0.35
Cyanide                      0.561                  0.23
Zinc                         2.82                   1.18
Total Toxic Organics (TTO)   1.34
Oil & Grease*               38.66                  23.20
                               66

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E.  PSES FOR THE DRAWING WITH NEAT OILS SUBCATEGORY

(a)  Drawing With Neat Oils - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with neat oils

Chromium                     0.022                  0.009
Cyanide                      0.015                  0.006
Zinc                         0.073                  0.031
Total Toxic Organics (TTO)   0.035
Oil & Grease*                1.00                   0.60

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(b)  Continuous Rod Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.086                  0.035
Cyanide                      0.057                  0.023
Zinc                         0.283                  0.118
Total Toxic Organics (TTO)   0.133
Oil & Grease*                3.878                  2.327

(c)  Continuous Rod Casting - Spent Lubricant

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.0009                 0.0004
Cyanide                      0.0006                 0.0003
Zinc                         0.0029                 0.0012
Total Toxic Organics (TTO)   0.0014
Oil & Grease*                0.040                  0.024
                               67

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(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.896                  0.367
Cyanide                      0.591                  0.245
Zinc                         2.98                   1.24
Total Toxic Organics (TTO)   1.41
Oil & Grease*               40.74                  24.45

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(e)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.033
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.109
Total Toxic Organics (TTO)   0.124
Oil & Grease*                3.58                   2.15

(f)  Cleaning or Etching - Rinse

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.612                  0.251
Cyanide                      0.404                  0.17
Zinc                         2.03                   0.85
Total Toxic Organics (TTO)   0.96
Oil & Grease*               27.82                  16.70
                               68

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(g)  Cleaning or Etching - Scrubber Liquor

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.851                  0.348
Cyanide                      0.561                  0.232
Zinc                         2.82                   1.18
Total Toxic Organics (TTO)   1.34
Oil & Grease*               38.66                  23.20

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

F.  PSES FOR THE DRAWING WITH EMULSIONS OR SOAPS SUBCATEGORY

(a)  Drawing With Emulsions or Soaps - Core Waste Streams

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with emulsions
or soaps

Chromium                     0.205                  0.084
Cyanide                      0.135                  0.056
Zinc                         0.681                  0.285
Total Toxic Organics (TTO)   0.32
Oil & Grease*                9.33                   5.60

(b)  Continuous Rod Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.086                  0.035
Cyanide                      0.056                  0.024
Zinc                         0.283                  0.119
Total Toxic Organics (TTO)   0.134
Oil & Grease*                3.88                   2.33
                               69

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(c)  Continuous Rod Casting - Spent Lubricant

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.0009                 0.0004
Cyanide                      0.0006                 0.0003
Zinc                         0.0029                 0.0012
Total Toxic Organics (TTO)   0.0014
Oil & Grease*                0.040                  0.024

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.896                  0.367
Cyanide                      0.591                  0.245
Zinc                         2.98                   1.25
Total Toxic Organics (TTO)   1.41
Oil & Grease*               40.74                  24.44

(e)  Cleaning or Etching - Bath

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.262                  0.11
Total Toxic Organics (TTO)   0.124
Oil & Grease*                3.58                   2.15
                                70

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(f)  Cleaning or Etching - Rinse
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium                     0.612
Cyanide                      0.404
Zinc                         2.03
Total Toxic Organics (TTO)   0.96
Oil & Grease*               27.82
                            0.251
                            0. 167
                            0.849

                           16.69
*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(g)  Cleaning or Etching - Scrubber Liquor
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium                     0.851
Cyanide                      0.561
Zinc                         2.82
Total Toxic Organics (TTO)   1.34
Oil & Grease*               38.66
                            0.348
                            0.232
                            1.18

                           23.20
6.  PSNS is being promulgated based on the model treatment  tech-
nology  of oil skimming and chemical precipitation, sedimentation
and filtration (lime, settle,  and  filter)  technology  and  in-
process  flow  reduction  control  methods, and where applicable,
chemical  emulsion  breaking,  chromium  reduction,  and  cyanide
removal.    The   following   pretreatment  standards  are  being
promulgated for new sources:
                               71

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A.  PSNS FOR THE ROLLING WITH NEAT OILS SUBCATEGORY

(a)  Rolling With Neat Oils - Core Waste Streams Without An
     Annealing Furnace Scrubber

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs} of aluminum rolled with neat oils

Chromium                     0.021                  0.009
Cyanide                      0.011                  0.005
Zinc                         0.057                  0.024
Total Toxic Organics (TTO)   0.038
Oil & Grease* '              0.54                   0.54

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(b)  Rolling With Neat Oils - Core Waste Streams With An
     Annealing Furnace Scrubber

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with neat oils

Chromium                     0.030                  0.013
Cyanide                      0.017                  0.007
Zinc                         0.084                  0.035
Total Toxic Organics (TTO)   0.057
Oil & Grease*                0.817                  0.817

(c)  Continuous Sheet Casting - Spent Lubricant

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.00073                0.00029
Cyanide                      0.00039                0.00016
Zinc                         0.0020                 0.00082
Total Toxic Organics (TTO)   0.0014
Oil & Grease*                0.020                  0.020
                               72

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(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.31
Cyanide                      0.41                   0.17
Zinc                         2.08                   0.86
Total Toxic Organics (TTO)   1.41
Oil & Grease*               20.37                  20.37

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(e)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.067                  0.027
Cyanide                      0.036                  0.015
Zinc                         0.183                  0.075
Total Toxic Organics (TTO)   0.124
Oil & Grease*                1.79                   1 .79

(f)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.52                   0.21
Cyanide                      0.28                   0.11
Zinc                         1.42                   0.59
Total Toxic Organics (TTO)   0.96
Oil & Grease*               13.91                  13.91
                               73

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(g)  Cleaning or Etching - Scrubber Liquor

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.72                   0.29
Cyanide                      0.39                   0.16
Zinc                         1 .97                   0.81
Total Toxic Organics (TTO)   1.34
Oil & Grease*               19.33                  19.33

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.
B.  PSNS FOR THE ROLLING WITH EMULSIONS SUBCATEGORY

(a)  Rolling With Emulsions - Core Waste Streams

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum rolled with emulsions

Chromium                     0.048                  0.020
Cyanide                      0.026                  0.011
Zinc                         0.133                  0.055
Total Toxic Organics (TTO)   0.090
Oil & Grease*                1.30                   1.30

(b)  Direct Chill Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct chill
methods

Chromium                     0.49                   0.20
Cyanide                      0.27                   0.11
Zinc                         1 .36                   0. 56
Total Toxic Organics (TTO)   0.92
Oil & Grease*               13.29                  13.29
                               74

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(c)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.31
Cyanide                      0.41                   0.17
Zinc                         2.08                   0.86
Total Toxic Organics (TTO)   1.41
Oil & Grease*               20.37                  20.37

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(d)  Cleaning or Etching - Bath

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.079                  0.032
Cyanide                      0.052                  0.022
Zinc                         0.26                   0.109
Total Toxic Organics (TTO)   0.00                   0.00
Oil & Grease*                0.00                   0.00

(e)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.52                   0.21
Cyanide                      0.28                   0.11
Zinc                         1.42                   0.59
Total Toxic Organics (TTO)   0.96
Oil & Grease*               13.91                  13.91
                               75

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(f)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.72                   0.29
Cyanide                      0.39                   0.16
Zinc                         1.97                   0.81
Total Toxic Organics (TTO)   1.34
Oil & Grease*               19.33                  19.33

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

C.  PSNS FOR THE EXTRUSION SUBCATEGORY

(a)  Extrusion - Core Waste Streams

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/mil1 ion off-lbs) of aluminum extruded

Chromium                     0.13                   0.05
Cyanide                      0.07                   0.03
Zinc                         0.35                   0.15
Total Toxic Organics (TTO)   0.24
Oil & Grease*                3.40                   3.40

(b)  Direct Chill Casting - Contact Cooling Water

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by direct  chill
methods

Chromium                     0.49                   0.05
Cyanide                      0.27                   0.03
Zinc                          1.36                   0.13
Total Toxic Organics (TTO)   0.92
Oil & Grease*               13.29                   2.98
                                76

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(c)  Solution and Press Heat Treatment - Contact Cooling
     Water

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.31
Cyanide                      0.41                   0.17
Zinc                         2.08                   0.86
Total Toxic Organics (TTO)   1.41
Oil & Grease*               20.37                  20.37

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(d)  Cleaning or Etching - Bath

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.067                  0.027
Cyanide                      0.036                  0.015
Zinc                         0.183                  0.075
Total Toxic Organics (TTO)   0.00                   0.00
Oil & Grease*                1.79                   1.79

(e)  Cleaning or Etching - Rinse

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.52                   0.21
Cyanide                      0.28                   0.11
Zinc                         1.42                   0.59
Total Toxic Organics (TTO)   0.96
Oil & Grease*               13.91                  13.91
                               77

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 f)  Cleaning or Etching - Scrubber Liquor
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium                     0.72
Cyanide                      0.39
Zinc                         1.97
Total Toxic Organics (TTO)   1.34
Oil & Grease*               19.33
                            0.29
                            0. 16
                            0.81

                           19.33
*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(g)  Extrusion Press Leakage
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of hard alloy aluminum extruded
Chromium                     0.11
Cyanide                      0.06
Zinc                         0.31
Total Toxic Organics  (TTO)   0.21
Oil & Grease*                2.98

D.  PSNS FOR THE FORGING SUBCATEGORY

(a)  Forging - Core Waste Streams
                            0.05
                            0.03
                            0.13

                            2.98
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg  (Ib/million off-lbs) of aluminum  forged
Chromium                      0.019
Cyanide                       0.010
Zinc                          0.051
Total Toxic Organics  (TTO)    0.035
Oil & Grease*                 0.50
                            0.008
                            0.004
                            0.021

                            0.50
                                78

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(b)  Forging - Scrubber Liquor
Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum forged

Chromium                     0.035                  0.014
Cyanide                      0.019                  0.008
Zinc                         0.096                  0.040
Total Toxic Organics (TTO)   0.065
Oil & Grease*                0.95                   0.95

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(c)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.31
Cyanide                      0.41                   0.16
Zinc                         2.08                   0.86
Total Toxic Organics (TTO)   1.41
Oil & Grease*               20.37                  20.37

(d)  Cleaning or Etching - Bath

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.066                  0.027
Cyanide                      0.036                  0.015
Zinc                         0.183                  0.075
Total Toxic Organics (TTO)   0.124
Oil & Grease*                1.79                   1.79
                               79

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»  Cleaning or Etching - Rinse
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs)  of aluminum cleaned or etched
Chromium                     0.52
Cyanide                      0.28
Zinc                         1.42
Total Toxic Organics (TTO)   0.96
Oil & Grease*               13.91
                            0 . 21
                            0. 1 1
                            0. 59

                           13.91
*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(f)  Cleaning or Etching - Scrubber Liquor
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/mi11 ion off-lbs) of aluminum cleaned or etched
Chromium                     0.72
Cyanide                      0.39
Zinc                         1.97
Total Toxic Organics (TTO)   1.34
Oil & Grease*               19.33

E.  PSNS FOR THE DRAWING WITH NEAT OILS SUBCATEGORY

(a)  Drawing With Neat Oils - Core Waste Streams
                            0. 29
                            0. 16
                            0. 812

                           19.33
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum drawn with neat oils
Chromium                     0.019
Cyanide                      0.010
Zinc                         0.051
Total Toxic Organics (TTO)   0.035
Oil & Grease*                0.50
                            0. 008
                            0.004
                            0.021

                            0.50
                               80

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(b)  Continuous Rod Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.072                  0.029
Cyanide                      0.039                  0.016
Zinc                         0.198                  0.082
Total Toxic Organics (TTO)   0.134
Oil & Grease*                1 .94                   1 .94

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(c)  Continuous Rod Casting - Spent Lubricant

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.0007                 0.0003
Cyanide                      0.0004                 0.0002
Zinc                         0.0020                 0.0008
Total Toxic Organics (TTO)   0.0014
Oil & Grease*                0.020                  0.020

(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.306
Cyanide                      0.41                   0.163
Zinc                         2.08                   0.856
Total Toxic Organics (TTO)   1.41
Oil & Grease*               20.37                  20.37
                               81

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!e)  Cleaning or Etching - Bath
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched
Chromium                     0.067
Cyanide                      0.036
Zinc                         0.183
Total Toxic Organics (TTO)   0.124
Oil & Grease*                1.79
                            0.027
                            0.015
                            0.075

                            1 .79
*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(f)  Cleaning or Etching - Rinse
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.52                   0.21
Cyanide                      0.28                   0.11
Zinc                         1.42                   0.59
Total Toxic Organics (TTO)   0.96
Oil & Grease*               13.91                  13.91

(g)  Cleaning or Etching - Scrubber Liquor
Pollutant or
Pollutant Property
Maximum for
Any One Day
  Maximum for
Monthly Average
mg/off-kg  (Ib/million off-lbs) of aluminum cleaned or  etched
Chromium                     0.72
Cyanide                      0.39
Zinc                         1.97
Total Toxic Organics  (TTO)   1.34
Oil & Grease*                19.33
                            0.29
                            0. 16
                            0. 812

                            1 9 ,. 3 3
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F.  PSNS FOR THE DRAWING WITH EMULSIONS OR SOAPS SUBCATEGORY

(a)  Drawing With Emulsions or Soaps - Core Waste Streams

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum drawn with emulsions
or soaps

Chromium                     0.173                  0.070
Cyanide                      0.094                  0.038
Zinc                         0.48                   0.196
Total Toxic Organics (TTO)   0.32
Oil & Grease                 4.67                   4.67

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(b)  Continuous Rod Casting - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.072                  0.029
Cyanide                      0.039                  0.016
Zinc                         0.198                  0.082
Total Toxic Organics (TTO)   0.134
Oil & Grease*                1.94                   1.94

(c)  Continuous Rod Casting - Spent Lubricant

Pollutant orMaximum forMaximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cast by continuous
methods

Chromium                     0.0007                 0.0003
Cyanide                      0.0004                 0.0002
Zinc                         0.0020                 0.0008
Total Toxic Organics (TTO)   0.0014
Oil & Grease*                0.020                  0.020
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(d)  Solution Heat Treatment - Contact Cooling Water

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum quenched

Chromium                     0.76                   0.306
Cyanide                      0.41                   0.163
Zinc                         2.08                   0.856
Total Toxic Organics (TTO)   1.41
Oil & Grease*               20.37                  20.37

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.

(e)  Cleaning or Etching - Bath

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.067                  0.027
Cyanide                      0.036                  0.015
Zinc                         0.183                  0.075
Total Toxic Organics (TTO)   0.124
Oil & Grease*                1.79                   1.79

(f)  Cleaning or Etching - Rinse

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.52                   0.21
Cyanide                      0.28                   0.11
Zinc                         1.42                   0.59
Total Toxic Organics (TTO)   0.96
Oil & Grease*               13.91                   13.91
                                84

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(g)  Cleaning or Etching - Scrubber Liquor

Pollutant or            Maximum for             Maximum for
Pollutant Property	Any One Day	Monthly Average

mg/off-kg (Ib/million off-lbs) of aluminum cleaned or etched

Chromium                     0.715                  0.290
Cyanide                      0.387                  0.155
Zinc                         1.97                   0.812
Total Toxic Organics (TTO)   1.34
Oil & Grease*               19.33                  19.33

*Alternate monitoring limit - oil and grease may be substituted
 for TTO.
                               85

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                           SECTION III

                          INTRODUCTION
LEGAL AUTHORITY

The Federal  Water  Pollution  Control  Act  Amendments  of  1972
established  a comprehensive program to "restore and maintain the
chemical, physical, and  biological  integrity  of  the  Nation's
waters"  (Section 101(a)).  To implement the Act, EPA was to issue
effluent  limitations guidelines, pretreatment standards, and new
source performance standards for industry dischargers.

The Act  included a timetable for issuing these  standards.   How-
ever,  EPA  was  unable  to  meet many of the deadlines and, as a
result,  in 1976, it was sued by several environmental groups.

In settling this lawsuit,  EPA  and  the  plaintiffs  executed  a
court-approved  "Settlement  Agreement."  This Agreement required
EPA to develop a program and adhere to a schedule in promulgating
effluent limitations guidelines,  new  source  performance  stan-
dards,  and  pretreatment  standards for 65 "priority" pollutants
and classes of pollutants for 21 major industries.   See  Natural
Resources  Defense  Council,  Inc.  v.  Train, 8 ERC 2120 (D.D.C.
1976), modified, 12 ERC 1833 (D.D.C. 1979),  modified  by  Orders
dated October 26,   1982 and August 2, 1983.

Many  of  the basic elements of this Settlement Agreement program
were incorporated  into the Clean Water Act  of  1977.   Like  the
Agreement,  the Act stressed control of toxic pollutants, includ-
ing the 65 "priority" pollutants.  In addition  to  strengthening
the  toxic  control program, Section 304(e) of the Act authorizes
the Administrator  to prescribe "best management practices"  (BMP)
to  prevent  the   release  of toxic and hazardous pollutants from
plant site runoff, spillage or leaks, sludge or  waste  disposal,
and drainage from  raw material storage associated with, or ancil-
lary to, the manufacturing or treatment process.

The purpose of this document is to provide the supporting techni-
cal data regarding water use, pollutants, and treatment technolo-
gies for BPT, BAT, NSPS, PSES, and PSNS effluent limitations that
EPA  is  promulgating  for  the  aluminum  forming category under
Sections 301, 304, 306, 307, 308, and 501 of the Clean Water Act.

DATA COLLECTION AND UTILIZATION

EPA gathered and   evaluated  technical  data  in  the  course  of
developing  these  guidelines  in  order to perform the following
tasks:
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     1.    To profile the category with regard to the  production,
          manufacturing   processes,   geographical   distribution,
          potential  wastewater streams,   and  discharge  mode  of
          aluminum forming plants.

     2.    To subcategorize,  if  necessary,   in  order  to  permit
          regulation  of  the  aluminum  forming  category  in an
          equitable  and manageable way.   This was done by  taking
          all  of  the  factors  mentioned  above plus others into
          account.

     3.    To characterize wastewater,  detailing water use, waste-
          water  discharge,   and  the  occurrence  of   priority,
          conventional,  and nonconventional pollutants,  in waste
          streams from aluminum forming processes..

     4.    To select  pollutant parameters—those priority, conven-
          tional,  and  nonconventional  pollutants  present   at
          significant  concentrations in wastewater streams—that
          should be considered for regulation.

     5.    To consider  control  and  treatment  technologies  and
          select  alternative methods for reducing pollutant dis-
          charge in this category.

     6.    To consider the costs of implementing  the  alternative
          control and treatment technologies.

     7.    To present possible regulatory alternatives.

Sources of Industry Data

Data on the aluminum forming category were gathered from previous
EPA studies, literature studies, inquiries to federal  and  state
environmental agencies, raw material manufacturers and suppliers,
trade  association  contacts,  and  the aluminum forming manufac-
turers themselves.  Additionally, meetings were held with  indus-
try representatives and the EPA.  All known aluminum formers were
sent a data collection portfolio (dcp) requesting specific infor-
mation concerning each facility.  Finally,  a sampling program was
carried  out  at  25  plants.   The sampling program consisted of
screen sampling and analysis at four facilities to determine  the
presence  of  a  broad range of pollutants and verification at 21
plants to quantify the pollutants  present  in  aluminum  forming
wastewater.   Specific details of the sampling program and infor-
mation from the above data sources are presented in Section V.

After proposal on November 22,  1982, a  large  number  of  public
comments  were received on the proposed regulation and supporting
documents, many containing additional data  about  the   category.


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The  Agency sent out requests for additional information and data
to 13 commenters and visited six facilities; sampling and  analy-
ses  were performed at five of those plants.  On July 27, 1983, a
notice was published  in  the  Federal  Register  (49  FR  34079)
announcing  the  availability  of  additional data for review and
comment.  All  additional  information  obtained  since  proposal
which arrived in a timely manner and all comments on the proposed
regulation were considered in preparing the final regulation.

Literature   Review.    EPA   reviewed   and  evaluated  existing
literature for  background  information  to  clarify  and  define
various aspects of the aluminum forming category and to determine
general  characteristics  and  trends in production processes and
wastewater treatment technology.  Review  of  current  literature
continued throughout the development of these guidelines.

Plant  Survey  and  Evaluation.  The aluminum forming plants were
surveyed to gather information  regarding  plant  size,  age  and
production,  the  production  processes  used,   and the quantity,
treatment, and disposal of wastewater generated at these  plants.
This  information  was requested in dcp's mailed to all companies
known or believed to be involved in the forming  of  aluminum  or
aluminum alloys.  The original mailing list was compiled from the
following sources:

        U.S. Department of Commerce, Directory of Aluminum
        Suppliers in the United States, Revised January 1978.

        Architectural Aluminum Manufacturers Association,
        Membership Directory, 1977.

     -  Aluminum Foil Container Manufacturers Association,
        Membership Roster as of May 1, 1978.

     -  Dun & Bradstreet, Inc., Million Dollar Directory, 1978.

In  all,  dcp's were sent to 580 firms.  Approximately 95 percent
of the companies responded to the survey.  In many cases,  compa-
nies  contacted were not actually members of the aluminum forming
category as it is defined by the Agency.  Where firms had  alumi-
num  forming  operations  at  more  than  one location, a dcp was
requested from each plant.  A total of 279  dcp's  applicable  to
the  aluminum  forming  category  were  returned.  Two plants had
ceased aluminum forming operations before proposal and a total of
277 plants were included in the data base  at  proposal.   Subse-
quent  to proposal, the Agency became aware of three plants which
have closed and three additional plants which have ceased  alumi-
num  forming  operations.   Therefore,  a total of 271 plants are
included in the data base.  In cases where the dcp responses were
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incomplete or unclear,  additional information  was  requested  by
telephone or letter.

The  dcp responses were interpreted individually, and the follow-
ing data were documented for future reference and evaluation:

        Company name,  plant address,  and name of the contact
        listed in the dcp.

        Plant discharge status as direct (to surface water),
        indirect (to POTW), or zero discharge.

        Production process streams present at the plant, as well
        as associated flow rates; production rates; operating
        hours; wastewater treatment,  reuse, or disposal methods;
        the quantity and nature of process chemicals; and the
        percent of any soluble oil used in emulsified mixtures.

        Capital and annual treatment costs.

        Availability of pollutant monitoring data provided by the
        plant.

The summary listing of this information  provided  a  consistent,
systematic   method   of   evaluating  and  summarizing  the  dcp
responses.  In addition, procedures were  developed  to  simplify
subsequent  analyses.   The procedures developed had the following
capabi1ities:

        Selection and listing of plants containing specific pro-
        duction process streams or treatment technologies.

        Summation of the number of plants containing specific
        process stream and treatment combinations.

        Calculation of the percent recycle present for specific
        streams and summation of the number of plants recycling
        this stream within various percent recycle ranges.

        Calculation of annual production values associated with
        each process stream and summation of the number of plants
        with these process streams having production values
        within various ranges.

        Calculation of water use and blowdown from individual
        process streams.

In addition to industry data obtained from dcp's, telephone  con-
tacts  were  made with plants in the aluminum forming category  to
expand the Agency's information on extrusion die cleaning  baths,


                               90

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rinses,   and  scrubbers,   and  on  the  roll grinding operations.
Telephone contacts also served to clarify  information  contained
in the dcp's.

The  calculated information and summaries were important and fre-
quently used in the development  of  this  guideline.   Summaries
were  used  in the category profile,  evaluation of subcategoriza-
tion, and analysis of in-place treatment  and  control  technolo-
gies.   Calculated  information  was used in the determination of
water use and discharge values for the  conversion  of  pollutant
concentrations to mass loadings.

Utilization of_ Industry Data

Data  collected  from  the  previously  listed  sources  are used
throughout this report in the development of a base for  BPT  and
BAT  limitations  and  NSPS and pretreatment standards.  Previous
EPA studies as well as the literature provided the basis for  the
aluminum  forming subcategorization discussed in Section IV.  Raw
wastewater characteristics for each subcategory presented in Sec-
tion V were obtained from the  screening  and  verification  sam-
pling.   Selection  of  pollutant parameters for control (Section
VI) was based on verification  and  screening  sampling  results.
These provided information on both the pollutants which the plant
personnel  felt  were  in  their  wastewater discharges and those
pollutants specifically found in aluminum forming wastewaters  as
the  result  of  sampling.   Based on the selection of pollutants
requiring control and their levels, applicable treatment technol-
ogies were identified and these are described in Section  VII  of
this document.  Actual wastewater treatment technologies utilized
by  aluminum  forming  plants (as identified in the dcp responses
and observed at the sampled plants) were also  used  to  identify
applicable  treatment technologies.  The costs of treatment (both
individual technologies and systems)  were based primarily on data
from equipment manufacturers and literature and are contained  in
Section  VIII of this document. Finally, dcp data, sampling data,
and  estimated  treatment  system  performance  are  utilized  in
Sections  IX,   X,  XI, and XII (BPT,  BAT, NSPS, and pretreatment,
respectively)  in the selection of applicable  treatment  systems;
the  presentation  of achievable effluent levels; and the presen-
tation of actual  effluent  levels  obtained  for  each  aluminum
forming subcategory.

DATA COLLECTION SINCE PROPOSAL

After proposal of the Aluminum Forming Regulation, EPA provided a
75  day  comment  period,  which closed on February 8, 1983.  EPA
received approximately 1,000 individual comments from 24  differ-
ent  commenters.   The  Agency  gathered  additional  data  after
                               91

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proposal to
regulation.
clarify data and to provide further support  for  the
Under authority of Section 308 of the Clean Water Act, the Agency
requested  specific  additional information and data from 13 com-
menters to clarify and support their  individual  comments.   The
Agency's  request for information asked each commenter to provide
specific  information  supporting  their   particular   comments.
Responses  were  received  from  all  of  the 13 commenters.  The
additional data and information  received  related  primarily  to
wastewater  sources  not  specifically considered by the proposed
regulation; space limitations and retrofit problems involved with
the installation of two-stage  countercurrent  rinsing;  and  the
classification  and  disposal  costs of solid wastes generated by
wastewater treatment.  We received flow and production  data  for
additional  waste streams as well as information on treatment and
characteristics of these streams.  Plan view diagrams  were  sub-
mitted  by  two companies to show space availability for counter-
current cascade rinsing.  We also received information  regarding
operating  schedules  for surface treatment lines.  Cost informa-
tion was submitted for solid waste disposal as well as copies  of
correspondence with disposal companies and state or local author-
ities.   We  also  received  new  technical  information' on  the
regeneration of cleaning and etching baths.

To supplement existing data regarding treatment-in-place and  the
long-term  performance  of that treatment, we collected discharge
monitoring report (DMR) data from state or EPA  Regional  offices
for  direct  dischargers.  DMR data are self-monitoring data sup-
plied by permit holders to meet state or EPA permit requirements.
These data  were  available  from  30  aluminum  forming  plants;
however,  the data vary widely in character and nature due  to the
dissimilar nature of the monitoring  and  reporting  requirements
placed  on  aluminum  forming  plants by the NPDEIS permit  issuing
authority.  These data were not used in the actuail development of
the final limitations but DMR data from 11 plants that have  lime
and settle treatment were used as a check on the achievability of
the  treatment effectiveness values used to establish  limitations
and standards.  A discussion on these DMR data arid  a  comparison
of  them to the treatment effectiveness values used in this regu-
lation  is found in the administrative record to this rulemaking.

The existing treatment effectiveness  data  were  reviewed  thor-
oughly  following  proposal.   As  a result of this review, minor
additions and deletions  were  made  to  the  Agency's   treatment
effectiveness  data  base.   These  changes are documented  in the
record  along with responses to comments.  Following the  changes,
statistical  analyses  performed prior to proposal were  repeated.
Conclusions reached prior to proposal were unchanged   and   little
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or  no  effect  on  the
changes in the data.
final limitations occurred as a result of
Additional data were obtained from 17 plants that perform anodiz-
ing and conversion coating operations  as  an  integral  part  of
their   aluminum   forming  extrusion  operations.   These  data,
obtained by site visits, telephone contacts, and letter requests,
were used to expand the process  configuration,  production,  and
wastewater  flow  information  obtained  during the Agency's 1978
data collection  effort  with  regard  to  plants  which  perform
anodizing  and  conversion  coating.    These  data  were  used to
characterize wastewater flows and subsequently estimate  cost  of
compliance for these plants.

Since  proposal, the Agency made engineering visits to six alumi-
num forming plants to determine the flow  characteristics  of  12
wastewater  streams  (sawing spent lubricant, roll grinding spent
lubricant, die cleaning baths, extrusion press hydraulic leakage,
detergent cleaning baths and rinses,  anodizing baths and  rinses,
dye  baths  and rinses, and sealing baths and rinses).  Addition-
ally, we collected samples for chemical analysis at five of these
plants to determine the nature of the  above  wastewater  streams
and the effectiveness of end-of-pipe treatment in removing pollu-
tants, primarily aluminum.  In addition to the wastewater streams
listed  above,  we  sampled  a  variety of process wastewaters to
characterize treatment effectiveness.

A notice of  data  availability  was  published  in  the  Federal
Register  on July 27, 1983 and the comment period for this notice
ended on August 11, 1983.

The data described above were analyzed and incorporated with  the
data  collected  prior to proposal, and were used in the develop-
ment of the final effluent limitations guidelines  and  standards
delineated  in  this document.  A further discussion of how these
additional  data  were  used  is  presented  in  the  appropriate
sections of this document.

DESCRIPTION OF THE ALUMINUM FORMING CATEGORY

The  aluminum  forming  industry is generally included within SIC
3353, 3354, 3355, and 3463 of the Standard Industrial Classifica-
tion Manual, prepared in 1972 and supplemented  in  1977  by  the
Office   of  Management  and  Budget,  Executive  Office  of  the
President.

Aluminum forming is  the  deformation  of  aluminum  or  aluminum
alloys  into specific shapes by hot or cold working such as roll-
ing, extrusion, forging, and drawing.  Also included are a number
of ancillary operations such as casting, heat treatment, and sur-
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face treatment that are an integral part of aluminum forming pro-
cesses and that can contribute significantly to  the  wastewaters
discharged  from  aluminum  forming  plants.  For the purposes of
this regulation, surface treatment is considered to be a part  of
aluminum  forming whenever it is performed as an integral part of
aluminum forming.  All surface treatment of aluminum  is  consid-
ered  to  be  an integral part of aluminum forming whenever it is
performed at the same plant site at  which  aluminum  is  formed.
The manufacture of aluminum powders and the forming of parts from
aluminum  or  aluminum  alloy powders will be regulated under the
nonferrous metals forming regulation.  Casting done  at  a  plant
which  manufactures  aluminum and also does aluminum forming will
be subject to the casting limitations for the  aluminum  manufac-
turing  subcategories  of  the nonferrous metals category if they
cast the aluminum without cooling.  If the aluminum is a remelted
primary aluminum product and is cast at a facility for subsequent
forming of aluminum, then the casting of remelted  aluminum  will
be subject to the aluminum forming limitations.

Historical

The  dcp  responses  indicate that 156 companies own 271 aluminum
forming plants.  Five of the companies  own  22  percent  of  the
plants,  and  16  companies  own  42  percent  of  the production
facilities.

Employment data  is given in the dcp responses for 248 plants  (89
percent  of  the  total).   These plants report a total of  28,557
workers involved in aluminum forming.  Employment  at  the  indi-
vidual  sites   ranges  from  one to 2,100 people.  The employment
distribution of  aluminum forming workers at the 248 plants  is: 69
percent  employ  fewer  than  100  people   in  aluminuir   forming
operations;  83  percent  employ  fewer  than  200 people in  this
capacity; and 95 percent employ fewer than  500 people.

Aluminum forming plants are not limited to  any  one  geographical
location.   As  shown in Figure  111-2, plants are found throughout
most of the United States, but  the majority are located  east  of
the  Mississippi  River.   Population  density  is not a limiting
factor  in plant  location.  Aluminum forming  plants  tend   to  be
more   common  in  urban  areas,   but they  are  frequently found in
rural  areas as  well.

The majority of  the aluminum forming  plants   (55  percent)   that
reported  the   age  of   their   facility  indicated they were built
since  1957.  Table  III-2 shows  the age distribution  of  aluminum
forming  plants  according   to  their  classification  as direct,
indirect, and zero discharge type.   The   dates  of  most   recent
modification  were  reported  by  230 plants.   The distribution of
facilities  according  to  time elapsed since their  last major plant
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modification is given  in  Table  III-3.   Of  the  271  aluminum
forming plants, 44 percent have been modified since 1972.

Product Description

There  are  a  number  of  advantages to using aluminum  in a wide
variety of products.  Chief among  these  are  that  aluminum  is
lightweight,  tough,  resistant  to corrosion, and has high elec-
trical conductivity.  The major  uses  of  aluminum  are  in  the
building  and  construction  industry, transportation  industries,
the electrical products industry, and in  container  and  package
manufacturing.

Products  manufactured  by  aluminum forming operations  generally
serve as stock for subsequent fabricating operations,  as shown in
Figure III-l.  Cast ingots and billets are the starting  point for
making sheet and plate, extrusions, and forgings, as well as rod,
for use in drawing operations.  Rolled aluminum sheet  and  plate
can  be  used as stock for stampings, can blanks, and  roll formed
products; as finished products in  building,  ship  and  aircraft
construction;  or  as  foil.  Extrusions can be used as  raw stock
for forging and drawing; to fabricate  final  products,  such  as
bumpers,  window  frames,  or  light standards; or can be sold as
final products, such as beams or extruded tubing.   Forgings  are
either  sold  as  consumer  products  or  used  as  parts  in the
production of machinery, aircraft, and engines.

The variety and type of products produced at one location  has  a
large  influence on the production capacity of the forming plant,
the number of people employed, and the amount of water used.  The
capital intensive investment, large source  of  energy   required,
and  specialized  labor  force involved in making aluminum sheet,
strip, foil, and plate products limit the  number  of  facilities
available  to  meet  the  demand  for these sheet products.  Most
sheet products are made at a few large plants owned by major com-
panies.  Table III-l summarizes data about these and other  prod-
ucts  of aluminum forming.  A variety of sheet products  are often
produced at the same location.  Other products, such   as  billets
and  extrusions,  are  frequently  made  in  conjunction with the
rolled products at these plants.

Tubes, rod, cable, and wire are produced at sites that   range  in
size  from  very  large  to  small.   On  a mass basis most drawn
products are produced by a  few  large  companies  or  factories,
while  the  remainder  are produced by a number of smaller firms.
Employment varies from a few to several hundred people.

Extrusion and forging processes, which produce a wide  variety  of
products,  do not require large facilities.  Consequently, extru-
sion and forging products are formed at many sites by  a  number of


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companies.  Production and employment at facilities using  either
type of process range from small plants with few workers to large
plants  with  hundreds  of employees.  Some extrusion plants have
other forming operations as well.  Forging, however,  is  usually
performed by plants that are not involved in other processes.

Casting  in  the  aluminum  forming category,  both continuous and
direct chill, is done prior to another operation, such as rolling
or extrusion.  Aluminum billets or  ingots  are  rarely  cast  at
aluminum  forming  plants  for sale to other industries or firms.
Stationary casting in this industry usually involves only  melted
in-plant  scrap  aluminum.  The ingots, frequently called pigs or
sows, produced from stationary casting are normally remelted  and
used as stock for continuous or direct chill casting.

Reported  production of formed aluminum at individual plant sites
ranged from  .09 kkg (0.1 ton)  to  almost  360,000  kkg  (400,000
tons)  during 1977.  The aluminum forming production distribution
for the 249 plants, for which 1977 production data  were  availa-
ble,  is  summarized  as  fellows:  75 percent produced less than
9,000 kkg (10,000 tons); 96 percent produced less than 45,000 kkg
(50,000 tons); and 98 percent-  produced  less  than  180,000  kkg
(200,000 tons).

One hundred forty plants indicated that no wastewater from alumi-
num  forming operations is discharged to either surface waters or
a POTW.  Of the remaining 131,  59  discharge  an  effluent  from
aluminum  forming  directly  to  surface waters, and 72 discharge
indirectly, sending aluminum forming  effluent  through  a  POTW.
The volume of aluminum forming wastewater discharged by plants in
this  category  ranges  from 0 to 2,896,000 liters per hour (0 to
765,000 gal/hr).  The mean volume is approximately 74,000  liters
per hour  (19,540 gal/hr) for those plants having discharges.  Two
hundred fifty-nine plants supplied wastewater data.  This is less
than  the total number of aluminum forming plants in the category
because several plants did not provide enough information to cal-
culate the flows.  Of these 259 plants, over 50 percent  reported
no wastewater discharge from aluminum forming operations; 90 per-
cent  discharge  less than 19,000 liters per hour (5,000 gal/hr);
and 98 percent  discharge  less  than  190,000  liters  per  hour
(50,000  gal/hr).   There is no correlation between overall water
use and total  aluminum  production  for  a  plant  as  a  whole;
however,  correlations  can  be  developed  between  water use or
wastewater discharge and production on a process basis.  This  is
discussed further  in Section V.

Sixty  plants reported some form of treatment for wastewater from
aluminum forming processes.  Another 13 plants  mentioned  treat-
ment  only   for  wastes  not  covered  under the aluminum forming
category.  The most common forms of wastewater treatment  are  pH


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adjustment,  clarification, gravity oil separation (skimming), and
lagoons.    Recirculation including in-line filtration and cooling
towers are frequently used as wastewater  controls.    Other  flow
reduction  techniques demonstrated include countercurrent cascade
and spray rinsing.  Oily wastes are separated into oil and  water
fractions  by emulsion breaking using heat or chemicals.  Gravity
separation is frequently used to separate  neat  oil  and  broken
emulsions  from  the  water fraction.  The oil portion is usually
removed by a contractor, although some plants dispose  of  it  by
land   application,   incineration,   or  lagooning.   Wastewater
treatment sludges generally are not thickened, but  are  disposed
of  without treatment; however, vacuum and pressure filters, cen-
trifuges, and drying beds are occasionally used.  Sludge disposal
methods include landfill and  contractor  removal.   Disposal  of
wastewater  is  being accomplished by discharge to surface waters
or a POTW, by contractor removal, or by land application.

DESCRIPTION OF ALUMINUM FORMING PROCESSES

Aluminum forming processes, for the purpose  of  this  guideline,
are  those manufacturing operations in which aluminum or aluminum
alloys are shaped into semifinished or mill products  by  hot  or
cold  working.  An aluminum alloy is defined, for the purposes of
this regulation, as any metal in  which  aluminum  is  the  major
component  by  percent  composition.   Frequently  used  alloying
materials include silicon, zinc, copper, manganese,  iron,  magne-
sium,  titanium, and nickel.  The content of these alloying mate-
rials in aluminum generally ranges from 3 to 12 percent.   Alloys
are  formulated  to produce a metal with improved characteristics
such as good machinability, hardness, strength,  high  resistance
to corrosion, and good castability.

The manufacturing operations, called core operations  (see Section
IV), include rolling, extruding, forging and drawing of aluminum.
Associated  processes,  called  ancillary operations, such as the
casting  of  aluminum  alloys  for   subsequent   forming,   heat
treatment, cleaning, and etching are also included.

Water  is  used   in combination with oil lubricants, surface pro-
cessing chemicals, and in  contact cooling  as  a  part  of  these
operations in order to achieve specified desired metal character-
istics   (i.e.,  tensile  strength, malleability, specific surface
properties).  Water may also be used in wet air pollution control
devices  (i.e., wet  scrubbers,  electrostatic  precipitators)  to
collect  fumes  and particulates.  A further discussion of waste-
water sources from aluminum forming  processes  is  presented  in
Section  V.   Regulatory   flow allowances for waste streams under
BPT, BAT, NSPS, and  pretreatment  standards  are  presented  and
discussed in Sections IX,  X, XI, and XII respectively.
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EPA recognizes that plants sometimes combine non-aluminum forming
process  and  nonprocess  wastewater  prior to treatment and dis-
charge.  Pollutant discharge allowances will be established  only
for  aluminum  forming  process  wastewater, not the non-aluminum
process or non-process wastewaters under  this  regulation.   The
flows  and  wastewater  characteristics  for  these  other  waste
streams are a function of the plant operations, layout, and water
handling practices.  As a result, the pollutant discharge  efflu-
ent  limitation  for non-aluminum forming wastewater streams will
be prepared by the permitting or control authority on a  case-by-
case  basis.  These wastewaters are not further discussed in this
document or covered by the regulation.

Core Operations

Rolling.   The rolling process is used to transform cast  aluminum
ingot into any one of a number of intermediate or final products.
Pressure  exerted  by  the  rollers as aluminum Is passed between
them reduces the thickness  in  the  metal  and  may  cause  work
hardening.   Square  ingots  cast  by  the  direct  chill  method
described previously are often used in the  production  of  wire,
rod,  and  bar.  The ingots are usually reduced by hot rolling to
elongated forms, known as blooms.  Additional hot or cold rolling
may be used to produce rod, bar, or  wire.   Rod  is  defined  as
having  a solid round cross section 0.95 cm (3/8 inch) or more in
diameter. Bar is also identified by a cross section with 0.95  cm
(3.8  inch)  or  more  between  two parallel sides, but it is not
round.  Wire is characterized by a diameter of less than 0.95  cm
(3/8 inch).

Although  the  design  of  rolling mills varies considerably, the
principle behind the process is essentially  the  same,   At  the
rolling  mill,  aluminum  is  passed  through a set of rolls that
reduces the thickness of the metal and increases its length.  Two
common roll configurations are shown  in Figure  III-3.   Multiple
passes  through  the  rolls  are  usually required, and mills are
frequently designed to allow rolling  in  the  reverse  direction.
For  wire,  rod, and bar products, grooves  in the upper and lower
rolls account for  the various reductions in cross sectional area.

At sheet mills, ingots are heated to  temperatures  ranging  from
400°  to 500°C and hot rolled to form slabs.  Hot rolling is usu-
ally followed by further reduction of thickness on a cold rolling
mill.  The hot rolled  product   is  generally  limited  to  plate
typically  defined as being greater than or equal to 6.3 mm  (0.25
inch) thick.  Cold rolled products are classified as  sheet  from
6.3 to 0.15 mm  (0.249 to 0.007  inch)  thick  and foil below 0.15 mm
(0.006 inch) thick.
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As  will  be  discussed  later in this section, heat treatment is
usually required before and between stages of  the  rolling  pro-
cess.   Ingots  are  usually  made homogeneous in grain structure
prior to hot rolling in order to remove the effects of casting on
the aluminum's mechanical  properties.   Annealing  is  typically
required  between  passes or after cold rolling to keep the metal
ductile and remove the effects of work hardening.  The  kind  and
degree  of  heat treatment applied depends on the alloy involved,
the nature of the rolling operation,  and the  properties  desired
in the product.

It  is necessary to use a cooling and lubricating compound during
rolling to prevent excessive wear on the rolls, to prevent  adhe-
sion  of  aluminum  to  the rolls, and to maintain a suitable and
uniform rolling temperature.  Oil-in-water emulsions,   stabilized
with  emulsifying  agents  such  as soaps and other polar organic
materials, are used for this purpose in hot  rolling  operations.
Emulsion  concentrations  usually  vary  between 5 and 10 percent
oil.  Evaporation of the lubricant as it is sprayed  on  the  hot
metal  serves  to cool the rolling process.  Mist eliminators may
be used to recover rolling emulsions that are  dispersed  to  the
atmosphere.  The emulsions are typically filtered to remove metal
fines  and other contaminants and recirculated through the mills.
The use of deionized water to replace evaporative  and  carryover
losses  and the addition of bactericides and antioxidizing agents
are practiced at many plants to increase the life  of  the  emul-
sions.   Nevertheless,  the emulsions eventually become rancid or
degraded and must be eliminated from circulation either  by  con-
tinuous  bleed  or  periodic discharge.  Most cold rolling opera-
tions use mineral oil or kerosene-based  lubricants  rather  than
water-based  compounds  to  avoid  staining the aluminum surface;
however, emulsions are used for cold rolling in  other  countries
and,  to  a  limited  extent,  in  the  United States.  As in hot
rolling, mist eliminators  are  commonly  used  to  collect  cold
rolling mists in order to recover the rolling oils for reuse.

The  steel  rolls used in hot and cold rolling operations require
periodic machining to remove aluminum buildup and to  grind  away
any  cracks  or  imperfections  that appear on the surface of the
rolls.  Although the survey of the category indicated  that  roll
grinding  with  water  is  practiced,  the use of an oil-in-water
emulsion is much more common.  This emulsion is usually  recycled
and periodically discharged after treatment with other emulsified
waste  streams  at the plant.  Some plants have demonstrated that
the discharge of roll grinding emulsions can be  avoided  by  in-
line  removal  using  magnetic separation of steel fines from the
emulsion or filtration  techniques.   With  this  treatment,  the
emulsion  can be recycled indefinitely with no bleed stream other
than carryover on the rolls.
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Of the plants surveyed, 57 have rolling operations.
of these discharge wastewater directly  to  surface
discharge  indirectly  through  a  POTW,  and 25 do
process wastewater.  The geographical  location  of
                                                     Twenty-three
                                                     water,   nine
                                                    not discharge
                                                     plants  with
aluminum  rolling  operations  is presented in Figure III-4.  The
annual production of rolled aluminum at these plants during  1977
varied from 270 to 580,000 kkg (300 to 640,000 tons), with a mean
value of 200,000 kkg (220,000 tons).  The production distribution
is summarized as follows:  of the 45 rolling operations for which
                  data  were  available, 36 percent produced less
                 20,000 tons) of aluminum and aluminum alloys; 73
                 less than 90,000  kkg  (100,000  tons);  and  90
                 less than 360,000 kkg  (400,000 tons).
1977  production
than 18,000 kkg i
percent produced
percent produced
Extrusion.   In the extrusion process, high pressures are applied
to a cast billet of aluminum, forcing the metal to flow through a
die orifice.  The resulting product is an elongated shape or tube
of uniform cross-sectional  area.   Extrusions  are  manufactured
using either a mechanical or a hydraulic extrusion press.

There  are  two  basic  methods  of  extrusion  practiced   in the
aluminum forming category:

        direct extrusion, and
        indirect extrusion.

The direct extrusion process is  shown  schematically   in   Figure
III-5.   A  heated  cylindrical  billet  is placed into the ingot
chamber, and the dummy block and ram  are  placed  into  position
behind  it.   Pressure   is  exerted  on  the  ram by hydraulic or
mechanical means, forcing the  metal  to  flow  through  the  die
opening.   The  extrusion   is  sawed off next to the die, and the
dummy block and ingot  butt  are  released.   Hollow  shapes  are
produced  with the use of a mandrel positioned  in the die opening
so that the aluminum is  forced to flow around it.  A less   common
technique,  indirect  extrusion,  is similar, except that in this
method, the die is forced against the billet extruding  the   metal
in the opposite direction through the ram stem.  A dummy block  is
not used  in indirect extrusion.

Although  aluminum  can  be  extruded  cold,  it is usually first
heated to a temperature  ranging  from  375 to  525°C, so that  little
work  hardening will be imposed on the product.  Heat treatment  is
frequently used after extrusion  to attain the desired   mechanical
properties.  Heat treatment  techniques will  be  described  later  in
this  section.  At some  plants,  contact cooling of the  extrusion,
sometimes called press heat  treatment quench, is practiced  as the
aluminum  leaves the press.   This can  be  done   in  one  of   three
ways:   with  a water spray  near the  die, by  immersion  in a water
tank  adjacent to the runout  table, or  by  passing  the  aluminum
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through  a  water  wall.   A third wastewater stream which may be
associated with the extrusion  process  is  dummy  block  cooling
water.    Following  an  extrusion, the dummy block drops from the
press and is cooled before being used again.  Air cooling is most
commonly used for this purpose, but water is used at a few plants
to quench the dummy blocks.

The extrusion process requires the use of a lubricant to  prevent
adhesion  of  the  aluminum to the die and ingot container walls.
In hot extrusion, limited amounts of lubricant are applied to the
ram and die face or to the billet ends.  For cold extrusion,  the
container  walls, billet surfaces, and die orifice must be lubri-
cated with a thin film of viscous or solid lubricant.  The lubri-
cant most commonly used in extrusion is graphite  in  an  oil  or
water base.  A less common technique, spraying liquid nitrogen on
the billet prior to extrusion, is also used.  The nitrogen vapor-
izes during the extrusion process and acts as a lubricant.

Extrusion  presses  that  are used to extrude hard alloys such as
aircraft alloys operate under extremely  high  pressures.   These
presses  frequently  use  an  oil-water emulsion as the hydraulic
fluid to reduce the risk of fires instead of neat oil used as the
hydraulic fluid in other presses.  Due  to  the  nature  of  this
hydraulic fluid and the extremely high pressures, these extrusion
presses  frequently  develop  hydraulic fluid leaks which must be
treated and discharged.

The steel dies used in the  extrusion  process  require  frequent
dressing  and  repairing to ensure the necessary dimensional pre-
cision and surface quality of the product.  The aluminum that has
adhered to the die orifice is typically removed  by  soaking  the
die  in  a caustic solution.  The aluminum is dissolved and later
precipitated as aluminum hydroxide.  The caustic bath is followed
by a water rinse of the dies.  The rinse is frequently discharged
as a wastewater stream.

In all, 163 extrusion plants were identified in this survey.   Of
these,  85 indicated that no wastewater is discharged from alumi-
num forming operations at the plant; 38 identified themselves  as
direct  dischargers;  and  40 indicated indirect discharge of the
process effluent to  a  POTW.    In  subsequent  investigation  of
extrusion practices, it became apparent that these figures may be
misleading.  At many of the extrusion plants contacted, personnel
did  not  realize that die cleaning rinse water was considered to
be an aluminum forming  wastewater  stream  as  defined  in  this
study.   For  this  reason, some of the plants classified as zero
discharge are believed to be  discharging  this  effluent  stream
either to surface waters or to a POTW.
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The  geographical  locations of the extrusion plants are shown in
Figure II1-6.  Annual production of extruded products from  these
plants ranged between 6.8 and 68,000 kkg (7.5 and 75,000 tons) in
1977.   The production distribution is summarized as follows:  of
the 157 extrusion operations for which 1977 production data  were
available,   58  percent produced less than 4,500 kkg (5,000 tons)
of aluminum and aluminum alloys; 81 percent  produced  less  than
9,000 kkg (10,000 tons)/ and 92 percent produced less than 18,000
kkg (20,000 tons).

Forging.    Forging  is  a  process  in  which aluminum is formed,
usually hot, into shapes by employing  compressive  forces.   The
actual  forging process is a dry operation.  There are four basic
methods of forging practiced in the aluminum forming category:

        Closed die forging,
        Open die forging,
        Rolled ring forging, and
        Cold impact extruding.

In each of these techniques,  pressure  is  exerted  on  dies  or
rolls,  forcing  the heated stock to take the desired shape.  The
first three methods are shown schematically in Figure III-7.

Closed die forging, the most prevalent method, is accomplished by
hammering or squeezing the aluminum between two steel  dies,  one
fixed  to  the  hammer  or  press ram and the other to the anvil.
Forging hammers, mechanical presses, and hydraulic presses can be
used for the closed die forging of aluminum alloys.   The  heated
stock is placed in the lower die and, by one or more blows of the
ram,  forced  to  take  the  shape of the die set.  In closed-die
forging,  aluminum is shaped entirely within the cavity created by
these two dies.  The die set comes together to completely enclose
the forging, giving lateral restraining to the flow of the metal.

The process of open die forging  is  similar  to  that  described
above, but in this method, the shape of the forging is determined
by  manually  turning  the  stock and regulating the blows of the
hammer or strokes of the press.   Open  die  forging  requires   a
great  deal of skill and only simple, roughly shaped forgings can
be produced.  Its use  is usually restricted to items produced   in
small quantities and to development work where the cost of making
closed type dies is prohibitive.

The  process of rolled ring forging  is used in the manufacture of
seamless rings.  A hollow  cylindrical billet is rotated between  a
mandrel and pressure roll  to reduce  its  thickness  and   increase
its diameter.
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The process of impact extruding is performed by placing a cut-off
piece  of  aluminum  in  a bottom die.  A top die consisting of a
round or rectangular punch and  fastened  to  the  press  ram  is
driven  into the aluminum slug, causing the aluminum to be driven
up around the top punch.  Usually, the aluminum  adheres  to  the
punch and must be stripped off as the press ram rises.

Proper  lubrication  of the dies  is essential in forging aluminum
alloys.  Collodial graphite in either a water or an oil medium is
usually sprayed onto the dies for this purpose.  Particulates and
smoke may be generated from the partial combustion  of  oil-based
lubricants as they contact the hot forging dies.  In those cases,
air  pollution  controls  may be  required.  Baghouses, wet scrub-
bers, and commercially available  dry  scrubbers  are  in  use  at
aluminum forming facilities.

Forging  of  aluminum alloys is practiced at 16 plants located as
shown in Figure III-8.  Of those  plants,  12  discharge  aluminum
forming  wastewater  indirectly to a POTW, and the remaining four
plants have no discharge of process wastewater.   The  production
distribution  is summarized as follows:  of the 15 forging opera-
tions for which 1977 production data were available,  67  percent
produced  less than 900 kkg (1,000 tons) of aluminum and aluminum
alloys; 80 percent produced less  than 4,500 kkg (5,000 tons); and
87 percent produced less than 9,000 kkg (10,000 tons).

Drawing.   The term drawing, when  it applies to the manufacture of
tube, rod, bar, or wire, refers to the pulling of metal through a
die or succession of dies to reduce its diameter, alter the cross
sectional shape, or increase its  hardness.   In  the  drawing  of
aluminum tubing, one end of the extruded tube is swaged to form a
solid point and then passed through the die.  A clamp, known as a
bogie,  grips the swaged end of tubing, as shown in Figure III-9.
A mandrel is then inserted into the die orifice, and  the  tubing
is  pulled  between  the  mandrel  and  die, reducing the outside
diameter and the wall thickness of the tubing.    Wire,  rod,   and
bar drawing is accomplished in a  similar manner, but the aluminum
is drawn through a simple die orifice without using a mandrel.

In  order to ensure uniform drawing temperatures and avoid exces-
sive wear on the dies and mandrels used, it is essential  that  a
suitable  lubricant be applied during drawing.   A wide variety of
lubricants are used for this purpose.   Heavier draws, which  have
a higher reduction in diameter, may require oil-based lubricants,
but  oil-in-water emulsions are used for many applications.   Soap
solutions may also be used for some of the lighter draws.    Draw-
ing  oils are usually recycled until their lubricating properties
are exhausted.
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Intermediate annealing is frequently required  between  draws  in
order  to restore the ductility lost by cold working of the drawn
product.  Degreasing of the aluminum may be required  to  prevent
burning of heavy lubricating oils in the annealing furnaces.

Of  the  plants surveyed, 77 are involved in the drawing of tube,
wire, rod, and bar.  The geographical location of these plants is
shown in Figure 111-10.  No aluminum forming wastewater  is  dis-
charged  at  51  of  the  plants.  Of the remainder, 10 discharge
directly to surface water, and 16 discharge indirectly to a POTW.
The production distribution is summarized as follows:  of the  57
drawing operations for which 1977 production data were available,
46  percent  produced  less than 900 kkg (1,000 tons) of aluminum
and aluminum alloys; 74 percent  produced  less  than  4,500  kkg
(5,000 tons); and 82 percent produced less than 9,000 kkg (10,000
tons).

Sawing.   Sawing may be required for a number of aluminum forming
processes.  Before ingots can be used as  stock  for  rolling  or
extrusion, the ingot may require scalping or sawing to a suitable
length.   Following  processes  such  as  rolling, extrusion, and
drawing, the aluminum products may be sawed.  The  circular  saws
and band saws used generally require a cutting lubricant in order
to  minimize  friction  and act as a coolant.  Oil-in-water emul-
sions or mineral-based oils are usually applied to the  sides  of
the  blade  as a spray.  In some cases, a heavy grease or wax may
be used as a saw lubricant.  Normally,  saw  oils  are  not  dis-
charged  as  a  wastewater stream.  The lubricants frequently are
carried over on the product or  removed  together  with  the  saw
chips for reprocessing.  In some cases; however, recycle and dis-
charge of a low-volume saw lubricant stream is practiced.

Swaging.   Swaging  is  a forming operation frequently associated
with drawing.  Swaging is often the initial step in drawing  tube
or  wire.   By  repeated  blows  of one or more pairs of opposing
dies, a solid point   is  formed.   The  point  is  then  inserted
through  the drawing die and gripped.  In a few cases, swaging is
used in tube forming  without  a  subsequent  drawing  operation.
Some  lubricants,  such  as  waxes  and  kerosene, may be used to
prevent adhesion of the metal or oxide on the swaging dies.

Anci1lary Operations

Casting.  Before aluminum alloys  can  be  used  for  rolling  or
extrusion,  and  subsequently  for  other aluminum forming  opera-
tions,  they are usually  cast into ingots  of  suitable  size  and
shape.   Although   ingots  may  be  prepared at smelters or other
forming plants, 85 of  the  277  plants  surveyed   indicated  that
casting   is  done  on  site.   In  addition, 30 of the 31 primary
aluminum plants surveyed  in the nonferrous metals  study  indicated


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that some form of casting is done on site.  Nine of these  plants
fall  into  both the aluminum forming and nonferrous metals cate-
gories.   Therefore,  106 primary reduction, secondary aluminum and
aluminum forming plants have casting operations on site.

The equipment and methods of casting  used  at  aluminum  forming
plants are the same as those employed by primary and many second-
ary  plants, and the water requirements and waste characteristics
are also very similar.  Casting done at a plant which  does  both
primary  aluminum  reduction and aluminum forming will be subject
to the casting limitations for primary aluminum if they cast  the
aluminum directly without cooling.  If the aluminum is a remelted
primary  aluminum  product  then  the  casting  subsequent to the
remelting will be subject to the aluminum forming limitations.

The aluminum alloys used as the raw materials for casting  opera-
tions  are  sometimes  purchased  from nearby smelters and trans-
ported to the forming plants in the molten state.  Usually,  how-
ever,  purchased aluminum ingots are charged together with alloy-
ing  elements  into  melting  furnaces  at  the  casting  plants.
Several types of furnaces can be used, but reverberatory furnaces
are  the  most  common.  The melting temperatures used range from
650 to 750°C.

At many plants, fluxes are added to the metal in order to  reduce
hydrogen  contamination, remove oxides, and eliminate undesirable
trace elements.  Solid fluxes, such as hexachloroethane, aluminum
chloride, and anhydrous magnesium chloride, may be used,  but  it
is more common to bubble gases such as chlorine, nitrogen, argon,
helium,   and  mixtures  of  chlorine  and inert gases through the
molten metal.  Fluxing  is  accomplished  by  inserting  a  long,
perforated  "lance"  into  the  molten liquid and pumping the gas
through it.  This forces the oxides of aluminum back  up  to  the
surface.   The  oxides  form  on top of the molten metal while it
stands in the crucibles and after it is poured  into the  furnace,
and—being  heavier than pure aluminum—the oxides sink down into
the molten metal.  Bubbles in the fluxing material  surround  the
aluminum oxides and carry them up to the surface, where it can be
skimmed off with big, long-handled rakes.

After  alloying  and fluxing, the metal is allowed to flow into a
second or "holding" compartment of the furnace, which acts  as  a
reservoir.   When  the  reservoir of molten metal is sufficiently
full the metal may be drawn off to be cast.

Certain complex reactions occur in the furnace  itself and,  as  a
result,   some  hydrogen  gas is trapped in the  molten metal.  For
this reason, just before it moves from the  charging  furnace  to
the  holding  furnaces,  the metal is "degassed" by introducing a
combination of nitrogen and chlorine gas, or chlorine gas  alone,


                               105

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or   other   chemicals.    Although  similar  to  fluxing  in  its
description, degassing has an entirely different purpose but both
may occur in the same operation.

The fluxing and degassing operations are  not  the  same  as  the
demagging  process used in the manufacture of secondary aluminum.
Like degassing and fluxing, demagging involves bubbling of  chlo-
rine  gas  through molten aluminum, however the constituent to be
removed through demagging  is  primarily  magnesium.   Thus,  the
demagging process is a refining process which frequently requires
significantly  more  chlorine  than degassing or fluxing and some
type of wet air pollution control.

One of  the  problems  associated  with  furnace  degassing  with
chlorine  is  the  need  for air pollution control.  If the alloy
being treated does not contain magnesium, the chlorine  gas  will
react  to  form aluminum chloride, which exists as a dense, white
smoke.   The  presence  of  hydrochloric  acid  in  these  vapors
necessitates  the  use  of wet scrubbers.  For this reason, other
gases or mixtures of gases may be preferred as degassing  agents.
In addition, a number of in-line treatment methods that eliminate
the  need  for fluxing when degassing aluminum have recently been
developed and are being adopted by  the  industry.   For  a  more
detailed description of these alternatives, see Section VII.  One
of  the  aluminum forming plants and four primary aluminum plants
with casting operations reported using wet air pollution controls
to treat fumes from their melting furnaces.  Chlorine  was  occa-
sionally cited as a degassing agent.  If enough metal refining is
taking  place that large amounts of gases are being emitted and  a
wet scrubber is necessary, this is considered metal manufacturing
and  is  covered  under  the  primary   or   secondary   aluminum
subcategory  of  the nonferrous metals manufacturing point source
category.

The casting methods used in aluminum forming can be divided  into
three classes:
        Direct chill casting,
     -  Continuous casting, and
        Stationary casting.
The  process  variations  among  these  techniques  affe?ct  both  the
metallic  properties  of  the  aluminum  that   is   cast   and   the
characteristics of  associated wastewater  streams.
Direct  chill  casting  is performed  at  61  aluminum  forming  plants
and  is the most  widely  used  method   of   casting   aluminum   for
subsequent   forming.    Direct  chill  casting  is  characterized by
continuous solidification of the metal  while  it  is  being  poured
The   length  of  an  ingot cast using this  method  is determined b
                                by


106

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the vertical distance it is allowed to drop rather than  by  mold
dimensions.

As  shown  in  Figure  111-11, molten aluminum is tapped from the
melting furnace and flows through a distributor  channel  into  a
shallow  mold.   Noncontact  cooling water circulates within this
mold, causing solidification of the aluminum.   The  base  of  the
mold  is  attached  to  a  hydraulic  cylinder which is gradually
lowered as pouring continues.  As the solidified aluminum  leaves
the  mold, it is sprayed with contact cooling water to reduce the
temperature of the forming  ingot.   The  cylinder  continues  to
descend  into  a  tank  of  water, causing further cooling of the
ingot as it is immersed.   When  the  cylinder  has  reached  its
lowest  position,  pouring stops and the ingot is lifted from the
pit.  The hydraulic cylinder is then raised  and  positioned  for
another casting cycle.

In  direct  chill casting, lubrication of the mold is required to
ensure proper ingot quality.   Lard  or  castor  oil  is  usually
applied  before  casting  begins  and may be reapplied during the
drop.  Much of the lubricant  volatilizes  on  contact  with  the
molten  aluminum,  but contamination of the contact cooling water
with oil and oil residues does occur.

The production distribution is summarized as follows:  of the  56
direct  chill  casting  operations for which 1977 production data
were available, 52 percent produced less than 23,000 kkg  (25,000
tons)  of  aluminum and aluminum alloys; 73 percent produced less
than 45,000 kkg (50,000 tons); and 89 percent produced less  than
180,000  kkg  (200,000  tons).  Direct chill casting is also per-
formed by 27 primary aluminum plants covered  in  the  nonferrous
metals  survey.   A comparison of production information was made
using production capacity from the two data sets, since the  pri-
mary aluminum data was not from 1977.  Of the 18 reduction plants
supplying  production capacity data, 28 percent produce less than
90,000 kkg (100,000 tons); 78 percent produce less  than  180,000
kkg  (200,000 tons); and 94 percent produce less than 227,000 kkg
(250,000 tons).

Continuous casting is practiced at  15  plants  in  the  aluminum
forming  category  instead  of,  or  in addition to, direct chill
casting methods.  Unlike direct chill casting,  no   restrictions
are  placed on the length of the casting, and it is not necessary
to  interrupt production to remove the cast product.  The  use  of
continuous casting eliminates or reduces the degree of subsequent
rolling required.

A relatively new technology, continuous casting of aluminum first
came  into practice in the late 1950's.  Since then, improvements
and modifications have resulted in the increased use of this pro-


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cess.   Current applications include the casting of plate,  sheet,
foil,  and rod.  Because continuous casting affects the mechanical
properties of the aluminum cast, the use of continuous casting is
limited  by  the  alloys  used,  the nature of subsequent forming
operations, and the desired properties of the  finished  product.
In applications where continuous casting can be used, the follow-
ing advantages have been cited:

        Increased flexibility in the dimensions of the cast
        product;

        Low capital costs, as little as 10 to 15 percent of the
        cost of conventional direct chill casting and hot rolling
        methods; and

        Low energy requirements, reducing the amount of  energy
        required to produce comparable products by direct chill
        casting and rolling methods by 35 to 80 percent, depend-
        ing on the product being cast.

In  addition,  the  use of continuous casting techniques has been
found to significantly reduce or eliminate  the  use  of  contact
cooling water and oil lubricants.

A  number of different continuous casting processes are*  currently
being used in the category.  Although the methods vary   somewhat,
they  are similar in principle  to one of the three processes dia-
grammed schematically in Figure  111-12.  The most  common  method
of continuous sheet casting, shown in Figure III-12A, substitutes
a  single casting process for the conventional direct chill cast-
ing, scalping, heating, and hot  rolling  sequence.   The typical
continuous  sheet  casting  line  consists of melting and holding
furnaces, a  caster,  pinch  roll,  shear,  bridle,  and coiler.
Molten  aluminum  flows from the holding furnace through a degas-
sing chamber or filter to  the   caster  headbox.   The   level  of
molten  aluminum  maintained   in  the headbox causes the metal to
flow upwards through  the  top   assembly,  which  distributes  it
uniformly  across  the  width of the casting rolls.  The aluminum
solidifies as it leaves the tip and is further cooled and solidi-
fied as it passes through the  internally water-cooled rolls.   It
leaves  the  caster  as  a  formed  sheet and successively passes
through pinch rolls, a shear, and a tension bridle  before  being
wound into a coil.  The cooling water associated with this method
of  continuous  sheet  casting   never comes into contact with  the
aluminum metal.

Another method of casting continuous aluminum sheet  is   shown  in
Figure  III-12B.   This process is not very common and  is limited
due to the mechanical properties of the sheet  produced.   Molten
aluminum   is  poured   into  a   rotating perforated cylinder.   The


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droplets formed are air cooled and solidify  as  they  fall.   At
this point, the pellets may either be removed for temporary stor-
age  or  charged directly to a preheated chamber, hot rolled  into
sheet, and coiled.  This unique process design  not  only  elimi-
nates  the use of contact cooling water, but also results  in  con-
siderable reductions in the amount of  noncontact  cooling  water
required in the production of sheet.

Several  methods  of  rod  casting,  similar  to the one shown in
Figure III-12C, are currently being used to produce aluminum  rod.
Typically, continuous rod is manufactured on an integrated  cast-
ing  and  rolling  line  consisting of a wheel belt caster, pinch
roll, shear,  rolling trains, and a coiler.  A ring  mold   is  set
into  the edge of the casting wheel.  The mold is bound peripher-
ally by a continuous belt which loops around  the  casting  wheel
and  an  associated  idler  wheel.  As the casting wheel rotates,
aluminum is poured into the mold and solidifies.  After  a  rota-
tion  of  approximately  180°,  the belt separates from the mold,
releasing the still pliable aluminum bar.  The  bar  then  enters
directly  into  an  in-line rolling mill, where it is rolled  into
rod and coiled.  Noncontact cooling water circulating within  the
casting  wheel  is  used  to  control the temperature of the  ring
mold.  Cooling of the belt is, for the  most  part,  also  accom-
plished  by  noncontact  water, though some plants indicated  that
contact with the aluminum bar as it leaves the mold is  difficult
to  avoid.   Some  models  are  actually designed so that cooling
water circulates within the interior of the wheel and then  flows
over the freshly cast bar and onto the belt as the belt separates
from  the  ring  mold.    Because  continuous casting incorporates
casting and rolling into a single process, rolling lubricants may
be required.   Frequently, oil emulsions similar to those used  in
conventional   hot  rolling  are  used for this purpose.   Graphite
solutions may be suitable for roll lubrication of some continuous
casting processes.  In  other  instances,  aqueous  solutions  of
magnesia are used.

The  production distribution is summarized as follows:   of the 14
continuous casting operations for which 1977 production data were
available, 57 percent produced less than 18,000 kkg (20,000 tons)
of aluminum and aluminum alloys; 71 percent  produced  less   than
27,000  kkg  (30,000  tons);  and  100 percent produced less  than
36,000 kkg (40,000 tons).  Five plants in  the  primary  aluminum
industry  have continuous casting.  Production was compared using
the production capacity rather than actual production since   1977
production  was not available.  Of the four plants supplying pro-
duction capacity data,  one plant has a capacity less than  22,700
kkg  (25,000  tons);  two  plants  have  a capacity of  45,000 kkg
(50,000 tons) or less;  and no plant has a capacity  above  68,000
kkg (75,000 tons).
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Stationary casting of aluminum ingots is practiced at 16 aluminum
plants,   usually   to  recycle  in-house  aluminum  scrap.   The
production distribution is summarized  as  follows:   of  the  10
stationary casting operations for which 1977 production data were
available,  50  percent produced less than 1,800 kkg (2,000 tons)
of aluminum and aluminum alloys; 70 percent  produced  less  than
4,500  kkg  (5,000 tons);  and 90 percent produced less than 9,000
kkg (10,000 tons).  In  the  stationary  casting  method,  molten
aluminum  is poured into cast iron molds and allowed to air cool.
Lubricants and cooling  water  are  not  required.   Melting  and
casting procedures are dictated by the intended use of the ingots
produced.   Frequently,  the  ingots are used as raw material for
subsequent aluminum  forming  operations  at  the  plant.   Other
plants sell these ingots for reprocessing.

Heat  Treatment.   Heat treatment is an integral part of aluminum
forming practiced at nearly every plant in the category.   It  is
frequently used both in process and as a final step in forming to
give  the  aluminum alloy the desired mechanical properties.  The
general types of heat treatment applied are the following:

        Homogenizing, to increase the workability and help con-
        trol recrystal1ization and grain growth following
        casting;

        Annealing, to soften work-hardened and heat-treated
        alloys, relieve stress, and stabilize properties and
        dimensions;

        Solution heat treatment, to improve mechanical properties
        by maximizing the concentration of hardening constituents
        in solid solution; and

        Artificial aging,  to provide hardening by precipitation
        of constituents from solid solution.

Homogenizing, annealing, and aging are dry processes, while solu-
tion heat treatment typically involves significant quantities  of
contact cooling water.

In the casting process, large crystals of  intermetallic  compounds
are  distributed heterogeneously throughout the ingot.   Homogeni-
zation of the cast ingot provides a more uniform distribution  of
the soluble constituents within the alloy.  By reducing  the brit-
tleness   caused by casting, homogenization prepares the  ingot for
subsequent forming operations.  The need for  homogenization  and
the  time  and  temperatures  required are dependent on  the alloy
involved, the  ingot size, the method of  casting   used,  and  the
nature  of  the  subsequent  forming  operations.  Typically, the
ingot  is  heated to a temperature ranging between   425   and  650°C


                                1 10

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and  held  at  that temperature for four to 48 hours.  The ingots
are then allowed to air cool.  One plant does use a water mist to
aid final cooling after homogenizing.

Annealing is used by plants in the aluminum forming  category  to
remove  the  effects  of strain hardening or solution heat treat-
ment.   The alloy is raised to its recrystal1ization  temperature,
typically  between  350  and  400°C.   Nonheat-treatable, strain-
hardened alloys need only  be  held  in  the  furnace  until  the
annealing  temperature  is reached; heat-treatable alloys usually
require a detention time of two or three  hours.   In  continuous
furnaces,  the  metal is raised to higher temperatures (i.e., 425
to 450°C) and detained in the furnace for 30 to 60 seconds.  Once
removed from the annealing furnace,  it  is  essential  that  the
heat-treatable  alloys  be  cooled  to  250°C or lower at a slow,
controlled rate.  After annealing, the aluminum is in a  ductile,
more  workable  condition  suitable for subsequent forming opera-
tions.  One plant reported that a water  seal  was  used  on  its
annealing furnace to maintain the inert atmosphere in the anneal-
ing  furnace.   Water circulates through a fibrous material which
provides the seal between the furnace door and  the  frame.   The
purpose  of  the  water is to prevent scorching of the seal mate-
rial.   Some of the water does pass through the  fibrous  material
and  contacts  the  metal; however, this water evaporates on con-
tact.   After discussions with the plant and the  furnace  vendor,
it  was  concluded  that  the  furnace seal water is a noncontact
cooling water stream.

Solution heat treatment is accomplished by raising  the  tempera-
ture of a heat-treatable alloy to the eutectic temperature, where
it  is  held  for  the  required  length  of  time, then quenched
rapidly.  As a result of this process, the metallic  constituents
in  the  alloy  are  held  in  a  super-saturated solid solution,
improving the mechanical properties  of  the  alloy.   The  metal
temperatures  recommended  for  solution heat treatment of formed
aluminum alloys typically range from 450 to 550° C.  The required
length of time the metal must be held at this temperature  varies
from one to 48 hours.  In the case of extrusion, certain aluminum
alloys  can  be  solution  heat treated immediately following the
extrusion process.  In this procedure, known as press heat treat-
ment,  the metal is extruded  at  the  required  temperatures  and
quenched with contact cooling water as it emerges from the die or
press.

The  quenching  techniques  used  in  solution heat treatment are
frequently critical in achieving the desired  mechanical  proper-
ties.    The sensitivity of alloys to quenching varies, but delays
in transferring the product from the furnace  to  the  quench,  a
quenching  rate that is incorrect or not uniform, and the quality
of the quenching medium used can  all  have  serious  detrimental


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effects.    With  few exceptions,  contact cooling water is used to
quench solution heat treated products.   Immersion  quenching  in
contact  cooling  water,  typically  ranging from 65 to 100°C, is
used for  most  aluminum  formed  products.   Forgings  are  also
quenched  at  cooler  temperatures  (i.e.,  60 to 70°C).  Spray or
flush quenching is  sometimes  used  to  quench  thick  products.
Solution  heat treated forgings of certain alloys can be quenched
using an air blast rather than a water medium.  Air quenching can
also be used for certain extrusions following press  heat  treat-
ment.   Immersion  quenching  using  glycol is often found in the
manufacture of high-performance  aeronautical  components.   This
quenching  technique is critical for achieving desired mechanical
properties, and its use may increase  as  the  demand  for  high-
quality parts goes up.

Artificial  aging, also known as precipitation heat treatment, is
applied to some aluminum alloys in order to  cause  precipitation
of  super-saturated  constituents  in  the  metal.   The alloy is
heated to a relatively low temperature (i.e., 120 to 200° C)  for
several  hours  and  then  air  cooled.  Artificial aging is fre-
quently used following solution heat  treatment  to  develop  the
maximum  hardness  and ultimate tensile and yield strength in the
metal.  For certain alloys, the mechanical properties  are  maxi-
mized  by  sequentially  applying  solution  heat treatment, cold
working, and artificial aging.

At elevated temperatures, the presence of water vapors  can  dis-
rupt  the oxide film on the surface of the product, especially if
the atmosphere is also contaminated with ammonia or  sulfur  com-
pounds.  Possible detrimental effects include surface blistering,
porosity,  discoloration,  and  a decrease in tensile properties.
When this occurs, it  is  necessary   to  control  the  atmosphere
within  a  heat treatment furnace.  A number of techniques can be
used to control the atmosphere.  At some aluminum forming plants,
natural gas is burned  to  generate   an  inert  atmosphere.   The
resulting flue gases are cooled to remove moisture  and are intro-
duced  to  the  heat  treatment furnace.  Under the proper condi-
tions, the same fuel that heats the furnace can be  used for   this
purpose.   Because  of  the  high  sulfur content in most furnace
fuels; however,   the  off-gases  may  require   treatment  by  wet
scrubbers  before  they  can be used  as inert atmosphere  for  heat
treatment.

Cleaning or_ Etching.  A number  of  chemical  or  electrochemical
treatments may be applied after the forming of  aluminum or alumi-
num  alloy products.  Acid and alkaline solutions,  and detergents
can  be used to clean soils such as oil and grease from the alumi-
num  surface.  Acid and  alkaline solutions  can   also  be   used  to
etch  the  product  or  brighten   its  surface.   Deoxidizing and
desmutting  are   accomplished  with   acid   solutions.    Surface


                                1 12

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treatments  and their associated rinses are usually combined in a
single line of successive tanks.  Wastewater discharge from these
lines is typically commingled prior to  treatment  or  discharge.
In  some  cases,   rinse water from one treatment is reused in the
rinse of another.

These treatments may be used for cleaning  purposes,  to  provide
the  desired  finish  for an aluminum formed product, or they may
prepare the aluminum surface for subsequent coating.  A number of
different terms are commonly used in referring  to  sequences  of
surface  treatments  (e.g.,  pickling lines, cleaning lines, etch
lines, preparation lines, and pretreatment lines).   The  termin-
ology  depends,  to some degree, on the purpose of the lines, but
usage varies within the industry.  In addition, the  characteris-
tics  of  wastewater generated by surface treatment is determined
by the unit components of the treatment  lines  rather  than  the
specific  purpose  of  its  application.   In  order  to simplify
discussion, the term cleaning or etching is used in this document
to refer to any surface treatment processes  other  than  solvent
cleaning.

Surface treatment operations performed as an integral part of the
forming  process  are  considered  to  be within the scope of the
aluminum forming category.  For the purposes of this  regulation,
surface  treatment  of  aluminum  is considered to be an integral
part of aluminum forming whenever it is  performed  at  the  same
plant site at which aluminum is formed.

Solvent  Cleaning.   Solvent  cleaners are used to remove oil and
grease compounds from the surface  of  aluminum  products.   This
process  is  usually  used  to  remove  cold  rolling and drawing
lubricants before products are annealed,  finished,  or  shipped.
There  are  three  basic  methods  of  solvent  cleaning:   vapor
degreasing, cold cleaning, and emulsified solvent degreasing.

Vapor degreasing, the predominant method of solvent  cleaning  in
the aluminum forming industry, uses the hot vapors of chlorinated
solvents  to  remove oils, greases, and waxes.  In simplest form,
vapor degreasing units consist of an open steel tank  similar  to
the one shown in Figure III-13A.  Solvent is heated at the bottom
of  a  steel tank and, as it boils, a hot solvent vapor is gener-
ated.  Because of its higher density, the vapor displaces air and
fills the tank.  Near  the  top  of  the  tank,  condenser  coils
provide  a  cooling  zone  in  which  the vapors condense and are
prevented from rising above a fixed level.   When  cool  aluminum
forming products are lowered into the hot vapor, the solvent con-
denses  onto the product, dissolving oils present on the surface.
Vapor degreasing units may also  incorporate immersion or spraying
of the hot solvent for more effective cleaning.  Conveyor systems
                               1 13

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similar to the one shown in  Figure  III-13B  are  used  in  some
applications.

The  solvents most commonly used for vapor degreasing in aluminum
forming are trichloroethylene,  1,1,1-trichloroethane,  and  per-
chloroethylene.   Selection of the solvent depends on a number of
factors, including solvent boiling point, product dimension,  and
alloy  makeup;  and  the  nature of the oil, grease, or wax to be
removed.  Stabilizing agents are usually added to the solvents.

Vapor degreasing solvents are frequently recovered  by  distilla-
tion.   Solvents  can  be  distilled either within the degreasing
unit itself or in a solvent recovery still.  The  sludge  residue
generated  in the recovery process is toxic and may be flammable.
Suitable handling and disposal procedures must  be  followed  and
are  discussed in subsequent sections of this report  (principally
in Section VII).

Cold cleaning  is another solvent  cleaning  method  and  involves
hand  wiping,   spraying,  or  immersion of metal parts in organic
solvents to remove oil, grease, and other contaminants  from  the
surface.   A  variety  of  solvents  or solvent blends, primarily
petroleums and chlorinated hydrocarbons, are used in cold  clean-
ing.   These  solvents can be reclaimed by distillation either on
site or by an outside recovery service.  For highly  contaminated
solvents;  however,  reclamation  may  not be cost effective, and
contract hauling is the disposal method of choice.    In  general,
cold  cleaning is not as effective as vapor degreasing treatment,
but the costs are considerably lower.

Emulsified solvents can also be used to clean aluminum, but  they
are  less  efficient than pure solvents, and their use is limited
to the removal of light oil and grease.  Reclamation  of  emulsi-
fied   solvents  is  not  economically  feasible  at  this  time.
Contract hauling of the spent solvents  is  the  disposal  method
practiced by plants in the aluminum forming category.

Due  to the toxic nature of many cleaning solvents, emission con-
trols may be required.

Alkaline and Acid Cleaning.  Alkaline cleaning is the most common
method of cleaning aluminum  surfaces.   The  alkaline  solutions
vary  in  pH and chemical composition.  Inhibitors are frequently
added to minimize or  prevent  attack  on  the  metal.   Alkaline
cleaners  are  able  to  emulsify  vegetable  and animal oils and
greases to a certain degree and are effective in the  removal  of
lard, oil, and other such compounds.  Mineral oils and grease, on
the other hand, are not emulsified by alkaline cleaning solutions
and, therefore, are not removed as effectively.
                                1 14

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Aluminum products can be cleaned with an alkaline solution either
by  immersion  or spray.  The solution is usually maintained at a
temperature ranging between 60 and 80° C.  Rinsing, usually  with
warm  water,  should  follow  the  alkaline  cleaning  process to
prevent the solution from drying on the product.

Acid solutions can also be used for aluminum cleaning,  but  they
are  less effective than either alkaline or solvent cleaning sys-
tems.  Their use is generally limited to the  removal  of  oxides
and smut.  Acid cleaning solutions usually have a pH ranging from
4.0  to  5.7  and temperatures between room temperature and 80°C.
The solutions typically contain one or two acids  (e.g.,  nitric,
sulfuric, phosphoric, chromic, and hydrofluoric acids).

Chemical   and   Electrochemical  Brightening.   The  surface  of
aluminum   or   aluminum   alloys   can    be    chemically    or
electrochemically  brightened  to  improve surface smoothness and
reflectance.  Chemical brightening is accomplished  by  immersing
the  product  in  baths of concentrated or dilute acid solutions.
The acids most commonly  used  for  this  purpose  are  sulfuric;
nitric;  phosphoric; acetic; and, to a lesser extent, chromic and
hydrofluoric.  Other constituents, such as copper or lead  salts,
glycerol, and ethylene glycol, may be added as well.

Aluminum  can also be brightened by electrochemical methods.  The
product is immersed in an electrolyte bath, through which  direct
current  is  passed.  The electrolytic solutions are acidic, con-
taining hydrofluoric, phosphoric, chromic, or sulfuric  acid,  or
they  may  be  alkaline, containing sodium carbonate or trisodium
phosphate.

Etching.  Chemical etchants  are  used  to  reduce  or  eliminate
scratches  and  other surface imperfections, to remove oxides,  or
to provide surface roughness.  The most widely used etchant is an
aqueous solution of sodium hydroxide.  The concentration and tem-
perature of the caustic bath are carefully controlled to  provide
the  desired degree of etching.  In general, the sodium hydroxide
concentration ranges from 1  to 15 percent, and  the  solution  is
maintained  between  50  and 80°C.  It is important that products
are rinsed immediately following caustic etching.

As a result of etching with a caustic solution,  the  surface  of
the  product  may  be discolored.  Alloying constituents,  such as
copper, manganese, and silicon, as well as  other  impurities  in
the  metal,  are  not  dissolved  in  the etchant and form a dark
residual film referred to as smut.  In order  to  alleviate  this
problem, caustic etching is frequently followed by desmutting.

For  specific  aluminum  alloys or desired finishes, acid etching
may be used.  Aluminum-silicon alloys are frequently etched in  a


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solution   containing   nitric  and  hydrofluoric  acids.   Fumes
generated by acid etching are  corrosive  and  may  constitute  a
health  hazard  requiring  suitable  air  pollution  control.  In
general, etching with acids is more expensive, but it may  result
in less aluminum loss, which can be an economic advantage.

Desmutting   and   Deoxidizing.    Acid  solutions  are  used  in
desmutting and  deoxidizing  aluminum  products.   Desmutting,  a
process   frequently   applied   following  caustic  etching,  is
accomplished by immersion in an acid solution that dissolves  the
residual  film.   Although a number of acid solutions can be used
to remove smut, dilute nitric acid is most commonly employed.

Deoxidizers are acid  solutions  formulated  to  remove  specific
oxide  films and coatings from the aluminum products.  The oxides
may have been formed naturally, or  they  may  result  from  heat
treatment or other surface treatments.  Deoxidizing solutions can
be composed of a variety of acids, including chromic, phosphoric,
sulfuric, nitric, and hydrofluoric acid.

Anodizing.   Anodizing  is  either  a chemical or an electrolytic
oxidation process which converts the surface of the metal  to  an
insoluble  oxide.  These oxide coatings provide corrosion protec-
tion, decorative surfaces, a base for painting and other  coating
processes,  as  well as special electrical and mechanical proper-
ties.

The majority of anodizing is carried out by immersion  of  racked
parts   in tanks.  Continuous anodizing may be done on large  coils
of aluminum in a manner  similar  to  continuous  electroplating.
The  formation  of  the  oxide occurs (in electrolytic anodizing)
when the parts are made anodic in dilute sulfuric acid or  dilute
chromic  acid solutions.  The oxide layer begins formation at the
extreme outer surface, and as the reaction  proceeds,  the   oxide
grows into the metal.  The last formed oxide, known as the bound-
ary  layer,  is located at the interface between the aluminum and
the oxide.  The boundary is extremely thin  and  nonporous.   The
sulfuric  acid process is typically used for all parts subject to
stress  or containing recesses  in which the sulfuric acid  solution
may be  retained and attack the  aluminum.   Chromic  acid  anodic
coatings are more protective than sulfuric acid coatings  and have
a  relatively thick boundary layer.  For these  reasons,  a  chromic
acid bath is used if a complete rinsing of  the  part  cannot  be
achieved.

Chemical   Conversion   Coating.   This  manufacturing   operation
includes chromating, phosphating, and passivating.   These   coat-
ings  are applied to previously deposited metal or basis  material
for  increased corrosion protection, lubricity,  preparation of the
surface  for additional coatings,  or  formulation  of  a   special
                                116

-------
surface  appearance.  In chromating, a portion of the aluminum is
converted to one of the components of the protective film  formed
by  the  coating  solution.  This occurs by reaction with aqueous
solutions containing hexavalent chromium and  active  organic  or
inorganic  compounds.   Most of the coatings are applied by chemi-
cal immersion, although a spray or brush treatment can be used.

Phosphate coatings are used to provide a good base for paints and
other organic coatings, to condition the surfaces for cold  form-
ing  operations  by  providing  a  base for drawing compounds and
lubricants, and to impart corrosion resistance  to  the  aluminum
surface by the coating itself or by providing a suitable base for
rust-preventive oils or waxes.  Phosphate conversion coatings are
formed by the immersion of aluminum in a dilute solution of phos-
phoric  acid.   The  method  of applying the phosphate coating is
dependent upon the size and shape  of  the  part  to  be  coated.
Small  parts  frequently  are  coated  in barrels immersed in the
phosphating  solution.   Large  parts  may  be  spray  coated  or
continuously passed through the phosphating solution.

Coloring  or  Dyeing.    Coloring or dyeing aluminum is frequently
performed on anodized  aluminum.   The  dyeing  process  involves
impregnating  the  pores of the anodized aluminum with an organic
material.

Mineral coloring is the precipitation of a pigment in  the  pores
of the anodic coating before sealing.

Integral  color  anodizing  is a single-step process in which the
color is produced during anodizing.  Coloring  results  from  the
occulsion  of  micro-particles  in  the coating.  The electrolyte
reacts with the micro-constituents and the matrix of the aluminum
alloy.

Another method for coloring is a two-step or electrolytic  color-
ing process.  Following anodizing with sulfuric acid and rinsing,
the aluminum parts are transferred to an acidic electrolyte which
contains  a  dissolved metal salt.  The metallic pigment is elec-
trodeposited in the pores of the anodic coating  by  the  use  of
alternating current.

Sealing.   Sealing  is the final surface finishing step performed
in conjunction with anodizing.  Sealing  partially  converts  the
alumina  on  the surface to an aluminum monohydroxide.  Corrosion
resistance of anodized  aluminum  is  largely  dependent  on  the
effectiveness  of  the  sealing operation.  Sealing solutions may
consist  of  boiling   deionized   water   or   nickel   acetate.
Precipitation of nickel hydroxide helps in plugging pores left in
the anodized surface.
                               1 1 7

-------
Aluminum  anodized  in  sulfuric  acid  may be sealed in slightly
acidified water (pH 5.5 to 6.5) at about  93  to  100°C  (200  to
212°F).   Clear  anodized  aluminum  parts may be sealed with hot
nickel acetate followed by rinsing and immersion in a hot dichro-
mate solution.
                                1 18

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           Table  III-1




PROFILE OF ALUMINUM  FORMING  PLANTS






            PRODUCTION  (tons/yr)
EMPLOYMENT
Aluminum
Product
Plate
Sheet
Strip
Foil
Tube
Rod
Wire &
Cable
Extrusions
Forgings
Number
of
Plants
7
16
21
15
25
13
48
141
16
Industry
Total
6.00x1 O4
8. 34x1 O5
7.28x105
2.091x105
7. 08x1 O4
4. 747x1 O4
1 .988x105
9.07x105
1. 856x1 O4
Plant
Average
8. 57x103
5.56x104
3.639x104
1. 394x1 O4
3,078
4, 747
4,229
6.48x103
1 ,547
Plant
Average
852
693
356
294
176
125
43
100
94
                 119

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                              134

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                           SECTION IV

                   INDUSTRY SUBCATEGORIZATION
Subcategorization should take  into  account  pertinent  industry
characteristics,   manufacturing  process  variations,  wastewater
characteristics,  and other  factors.    Effluent  limitations  and
standards  establish  mass limitations on the discharge of pollu-
tants which are applied, through the permit issuance process,  to
specific  dischargers.   To  allow  the  national  standard to be
applied to a wide range of sizes of production units, the mass of
pollutant discharge must be referenced to a unit  of  production.
This  factor is referred to as a production normalizing parameter
and is developed in conjunction with subcategorization.

Division of the category into subcategories provides a  mechanism
for  addressing  process  and  product variations which result in
distinct wastewater characteristics.   The selection of production
normalizing parameters provides the means  for  compensating  for
differences  in  production rates among plants with similar prod-
ucts and processes within a uniform set  of  mass-based  effluent
limitations and standards.

BASIS FOR SUBCATEGORIZATION

Factors Considered

After  considering  the  nature  of  the  various segments of the
aluminum forming industry and  their  operations,  EPA  evaluated
possible bases for subcategorization.   These include:

      1.  Raw Materials Used
      2.  Manufacturing Processes
      3.  Wastewater Characteristics
      4.  Products Manufactured
      5.  Water Use
      6.  Water Pollution Control Technology
      7.  Treatment Costs
      8.  Solid Waste Generation
      9.  Size of Plant
     10.  Age of Plant
     11.  Number of Employees
     12.  Total Energy Requirements (Manufacturing Process and
          Water Treatment and Control)
     13.  Nonwater Quality Characteristics
     14.  Unique Plant Characteristics
                               135

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Subcategorization Selection

After  considering  the  above factors, it was concluded that the
aluminum forming category consists of separate and distinct  pro-
cesses  with enough variability in products and wastes to require
the division of the industry into a number of discrete subcatego-
ries.  The individual processes, wastewater characteristics,  and
applicable  treatment  technologies comprise the most significant
factors in the Subcategorization of this complex  industry.   The
remaining  factors  either served to support and substantiate the
Subcategorization or were shown to  be  inappropriate  bases  for
Subcategorization.   In  evaluating  these factors, the following
items were addressed:  the nature of the Subcategorization  based
on the factor being considered; the positive and negative aspects
of  the  potential  Subcategorization;  the  potential production
normalizing parameters that could be  used  in  conjunction  with
this  Subcategorization scheme; and the interrelationship between
different factors.  Each factor is discussed below.

Raw Materials.   The raw materials used in  the  aluminum  forming
category can be classified as follows:

        aluminum and aluminum alloys;

        lubricants;

        surface treatment, degreasing, and furnace fluxing
        chemicals; and

        additives to lubricants and cooling water.

In  some  instances,  the  same  raw material may take on various
effluent characteristics, and these will require different  treat-
ment.  For example, an oil that is emulsified requires  different
treatment  than   the same oil in a pure state.  The proportion of
particular pollutants may differ depending upon the type of  alu-
minum  alloy  being  processed.  Copper alloyed aluminum may gen-
erate wastewater  with higher concentrations of copper  than  other
aluminum  alloys.   Due to process variations and the  proprietary
nature of many alloys and chemical additives, it is difficult  to
establish   a  production  normalizing  parameter  that  directly
relates  pollutant  discharge   to  specific  alloys  or   process
chemicals.

Manufacturing  Processes.  There are  four principal manufacturing
processes used in aluminum forming:   rolling, extrusion, forging,
and  drawing.  Since recognition of these  separate  processes   is
common,  Subcategorization  using  these  four processes would be
easily understood.
                                136

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Typically, a company will have only one of these  forming  opera-
tions  at  an  individual plant site, as tabulated below.  Conse-
quently, all the plant operations associated with  that  facility
would be regulated under one subcategory.

             PLANTS HAVING ONLY ONE ALUMINUM FORMING
                        OPERATION ON-SITE

                        Number of Plants      Percent of Total
                         With Only This       Plants With This
Forming Operation	Forming Operation	Forming Operation

    Rolling                  37                    65

    Extrusion               144                    88

    Forging                  13                    81

    Drawing                  52                    68

Subcategorization  based on the principal manufacturing processes
does not take into account the wastewater generated by  minor  or
ancillary  production  processes.    In  many cases, the principal
manufacturing process will contribute only a  small  fraction  of
the plant's total process wastewater.

Wastewater  Characteristics  and  Treatment  Technologies.  Using
wastewater characteristics as a  criterion,  the  following  sub-
categorization would result:  emulsions; pure oils, also known as
neat  oils;  oil-in-water (nonemulsified) mixtures; and acidic or
basic wastewaters.  The major types of unit operations  producing
the identified waste streams are listed below.
                               137

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                                 Unit Operations Producing
Waste Stream                     	the Waste Stream 	

Emulsions                        Hot Rolling
                                 Cold Rolling
                                 Drawing
                                 Extrusion (Press Leakage)

Neat Oils                        Cold Rolling
                                 Drawing

Oil-in-water (nonemulsified)     Casting
mixtures                         Solution heat treatment
                                 Cleaning or etching

Acidic or basic wastewaters      Extrusion die cleaning
                                 Cleaning or etching
                                 Anodizing or conversion coating

This  subcategorization  scheme  reflects the fact that effective
wastewater pollutant  removal  is  dependent  on  the  wastewater
characteristics  and  treatment  system  designed  for removal of
these pollutants.   Treatment of emulsified and oil-in-water  (non-
emulsified) wastewaters in the same treatment system is  inappro-
priate  because  additional treatment steps are required to  break
emulsions.  Wastewaters generated during the cleaning or  etching
of  aluminum with an acid or base solution may require pH adjust-
ment with metals removal and may not need to be treated  for  oil
removal.  Finally, since spent neat oils are pure oil and contain
no  water,  they may frequently be disposed of by incineration or
contract hauling,  thus requiring no treatment.

Products Manufactured.  Another approach to subcategorization  is
based on the products manufactured, as  listed below:

                                   Associated
Product                            Manufacturing Process

Plate                              Rolling
Sheet                              Rolling
Strip                              Rolling
Foil                               Rolling
Rod and bar                        Rolling, extrusion, drawing
Tubing                             Extrusion or drawing
Miscellaneous shapes               Extrusion or forging
Wire and cable                     Drawing
Other  (L shapes,  I-beams, etc.)    Drawing or extrusion

The  product  manufactured  would be an appropriate  criterion for
subcategorization if the waste  characterization  and  production


                                138

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process to produce a given item are the same from plant to plant;
however,  this  approach  is not applicable to the manufacture of
many aluminum formed products.  For example, rods can be produced
by two different  production  processes  which  generate  similar
wastewater  (i.e.,  rolling  and  drawing);  however, the mass of
pollutants generated per unit of rod produced by rolling will  be
different than the amount generated by drawing the rod.  Further-
more,  some products produced by the same process may use differ-
ent lubricants,  therefore  generating  a  waste  with  different
characteristics.   Strip  and sheet, for example, can be produced
by operations  which  use  either  neat  or  emulsified  oils  as
lubricants.

This  approach  to  subcategorization  does not take into account
ancillary operations, such as cleaning or  etching,  heat  treat-
ment,  and casting, that may be found at any given plant.  All of
these factors make it very  difficult  to  develop  an  equitable
regulation   using   products   manufactured   as   a  basis  for
subcategorization.

Process Water Use.  Major differences in  water  use  (volume  of
water  applied  to a process per mass of product) between facili-
ties with large and small production could  be  considered  as  a
factor in the development of subcategories.

As will be discussed in Section V, analysis of the data indicated
that  production  normalized  water use (i.e., gallons per ton of
aluminum formed) for a given unit operation is  usually  indepen-
dent  of  production  volume.   For example, a large direct chill
casting operation will use about the same amount of water per ton
of ingot produced as an operation casting much less  aluminum  by
the same method.

Size.   The  number of employees and amount of aluminum processed
were used to measure relative sizes of aluminum forming plants.

Wastewaters produced by a production process are largely indepen-
dent of the number of plant employees.  Variations in staff occur
for many  reasons,  including  shift  differences,   clerical  and
administrative  support, maintenance workers,  efficiency of plant
operations, and market fluctuations.  Due to these and other fac-
tors, the number of employees is constantly  fluctuating,  making
it  difficult  to  develop  a  correlation  between the number of
employees and wastewater generation.

Subcategorization based on size in terms of production of  alumi-
num  would  group plants by the off-pounds of  extrusions, sheets,
rods, etc.  This is a good method  of  subcategorization  for  an
economic  analysis  on  this  category since plants producing rod
will compete for the same market, and smaller   production  plants


                               139

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may  have  very  different  economic  characteristics  than large
production  plants.   One  drawback  to  this   subcategorization
approach is that it does not account for the ancillary operations
frequently  performed  in  conjunction with the forming operation
and the wastewater they may generate.

Age.   Aluminum forming is one of the  newest  large-volume  metal
industries.   The  demand for aluminum products has grown greatly
since the end of World War II.  Thus, aluminum forming plants are
relatively modern; most are less than 30 years old.  Furthermore,
to remain competitive,  plants  must  be  constantly  modernized.
Modernization   of  production  equipment,  processes,  treatment
systems, and air pollution control equipment is undertaken  on  a
continuous basis throughout the industry.  Data regarding the age
and  date  of  the  latest major modification for each plant were
compiled from the dcp responses and summarized  in  Tables  III-2
and III-3  (pp. 120 and 121), respectively.

Unique Plant Characteristics.   Aluminum forming plants are unique
on the basis of their physical locations and unit operations.  As
discussed  later  in  this  section,  these  unit  operations are
necessary to the manufacturing process, but vary  from  plant  to
plant, depending on the product and specifications.

Location.   The geographical distribution of the aluminum forming
plants is shown in Figure III-2 (p.  122).   The  plants  are  not
limited  to any one geographical location, but they are generally
located east of the Mississippi River,  with  pockets  of  plants
located  in  the  western  states  of Washington, California, and
Texas.  Although some cost savings may be realized for facilities
located  in non-urban settings where  land  is available to  install
lagoons, equivalent control of wastewater pollutant discharge can
be achieved by urban plants with the use of physical and chemical
treatment  systems  that  have  smaller  land requirements.  Since
most plants are located in the eastern part of the United  States
(an  area  where  precipitation  exceeds evaporation) or in urban
areas, evaporation and land application of the wastewater are not
commonly used.  Presently, only 27 of the 271 plants are known to
evaporate or apply wastewater to land.

Unit Operations.  The following is a list of the unit  operations
performed  as part of  the aluminum forming process.
                                140

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Unit Operation

Direct chill casting

Continuous rod casting


Continuous sheet casting

Stationary casting

Hot rolling

Cold rolling

Roll grinding

Degassing

Extrusion die cleaning



Extrusion dummy block cooling

Forging

Drawing


Anneal ing

Press heat treatment

Solution heat treatment

Homogenizing

Artificial aging

Degreasing

Cleaning, etching, or
other surface treatment



Sawing

Swaging
Waste Stream

Contact cooling water

Spent lubricant
Contact cooling water

Spent lubricant

Dry operation

Spent emulsion

Spent neat oil or emulsion

Spent emulsion

Scrubber liquor

Bath caustic solution
Rinse water
Scrubber liquor

Contact cooling water

Scrubber liquor

Spent neat oil, emulsion,
  or soap solution

Atmosphere scrubber liquor

Contact cooling water

Contact cooling water

Dry operation

Dry operation

Spent solvents

Bath:  caustic, acid, seal,
  or detergent solutions
Rinse water
Scrubber liquor

Spent neat oil or emulsion

Dry operation
                            141

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Included  in  this list are several operations that either do not
discharge a waste stream or discharge small quantities of  waste-
water.  Furthermore,  for subcategories based on these operations,
this approach to subcategorization does not take into account the
different types of oils used for lubrication.  For example, draw-
ing  can use a neat oil lubricant or an emulsified oil lubricant.
Waste characteristics and treatment schemes are different for the
two types of oils used.

Subcategory Selection

In selecting the subcategories, the Agency tried to minimize  the
number  of subcategories, but at the same time provide sufficient
segmentation to account for the differences between processes and
associated wastewater  streams.   Because  the  aluminum  forming
category  encompasses  a  variety  of  operations  that  generate
wastewaters with differing characteristics, it  is  necessary  to
consider  a combination of factors when establishing subcategori-
zation.

Each of the factors listed and discussed previously are evaluated
below  on  the  basis  of  suitability  for  subcategorizing  the
aluminum forming category.

Raw  Materials.   The pollutants in the wastewater discharged are
dependent on the raw materials; however, the amount of pollutants
discharged does not directly correlate with  the  nature  of  raw
materials  used.   Heavy discharge of some metals may result from
the presence of these particular compounds in the aluminum alloy;
however, the amount of metal that enters the wastewater   is  much
more  highly  dependent  on the operation performed on the alloy.
For instance, etching the workpiece will result in a higher metal
discharge than rolling the workpiece.   Subcategorization  solely
on  the  basis  of raw materials was considered inappropriate for
this  category  because  of  the   difficulty   associated   with
correlating raw materials with the discharge of pollutants.

Manufacturing  Processes.   Aluminum  forming   is  widely  charac-
terized by the  principal  manufacturing  processes  of   rolling,
extruding,  forging,  and  drawing.   Companies have built plants
around a single production process  and  are  familiar  with  the
terminology.  Pollutant  generation can be related to the  mass of
production from these processes.  On this  basis,  subcategoriza-
tion  based  on  manufacturing  processes  is appropriate  for this
category; however, the   four   processes  of  rolling,  extruding,
forging, and drawing do  not account for the different lubricants,
requiring  different treatments, that can be used for the  rolling
and drawing operations.  This  approach  to subcategorization  also
fails  to  consider the  unique properties of the aluminum  forming


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plants in the variety of ancillary unit operations  that  may  be
present,   many  of  which  generate  large volumes of wastewater.
Therefore, the manufacturing  processes  by  themselves  are  not
suitable for subcategorizing the aluminum forming category.

Wastewater  Characteristics.  Wastewater characteristics are very
important  in  the   consideration   of   appropriate   treatment
technology   and   form   the  basis  for  effluent  limitations.
Subcategorization based solely on wastewater  characteristics  is
inappropriate  for  the  aluminum  forming  category  since it is
difficult to develop a production  normalizing  parameter.   More
than  one  manufacturing process may generate a waste stream with
the same characteristics, such as rolling and drawing which  both
can  use  neat  oils  and emulsions.  Volume of wastewater, or in
this case lubricant generated per the mass  of  aluminum  rolled,
may  vary  greatly with the volume generated per mass of aluminum
drawn.  The purpose of subcategorizing is to allow for  equitable
regulations  across  a  category and the subcategories must allow
for  a  normalizing  parameter  to  establish  mass  limitations.
Wastewater    characteristics   alone   are   inappropriate   for
subcategorizing the aluminum forming category.

Products Manufactured.  As discussed previously, the same product
can be manufactured by as many as three of the  aluminum  forming
operations.   The mass of pollutant generated per unit of product
will be different depending on  the  type  of  forming  operation
employed.   Subcategorization based on products manufactured does
not account for the ancillary operations,  such  as  cleaning  or
etching,  heat  treatment,  and casting, that may be found at any
given plant.  These factors make it very difficult to  develop   a
reliable  effluent  limitation  using  products manufactured as  a
basis for the Subcategorization.  Thus, this is an  inappropriate
approach  for  subcategorizing  the  aluminum forming category to
establish    equitable     effluent     limitations;     however,
Subcategorization  on  the  basis  of products manufactured is an
appropriate approach  for  characterizing  the  industry  for  an
economic  impact  analysis  where  the  emphasis  is on a plant's
ability to compete in the marketplace.

Process Water Use.  Process water use, when related to  the  mass
of  aluminum  processed,  is  fairly  constant  regardless of the
production volume.  Since no distinct differences  in  water  use
could  be identified between plants with large production volumes
and  plants  with  small  production  volumes,  the  Agency   has
determined  that  this approach is inappropriate to subcategorize
the aluminum forming category.  Flows  which  are  normalized  by
some   aspect  of  production  are  used  to  establish  effluent
limitations; variations in water use or discharge were considered
and are discussed in detail in Sections V and IX.
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Size.   Size in  terms  of  employment  is  considered  to  be  an
inappropriate  basis  for  subcategorization because it cannot be
directly related to the generation of wastewater.  Size in  terms
of production is also considered to be inappropriate for subcate-
gorizing  to  establish  effluent  guidelines,  since it does not
account  for  the  wastewaters   generated   by   the   ancillary
operations.

Age.   Since  most aluminum forming plants have been built in the
past 30 years and have been modernized frequently, age is  not  a
valid basis for subcategorization.

Location.   Location does not appear to be a significant factor on
which  to  base  subcategorization.  Most aluminum forming plants
are located in urban areas; thus, there is no vast  disparity  in
land  availability  between urban and rural plants.  In addition,
few plants use land application or evaporation to treat  aluminum
forming wastewaters.

Unit  Operations.   The  principal  benefit from using unit oper-
ations as a basis for subcategorization is  that  an  appropriate
effluent  limitation  can  be  established  for each waste stream
generated.  For each regulated pollutant,  a  specific  pollutant
mass  discharge  value  could be calculated for each waste stream
present at the facility.  These values would be summed to  deter-
mine  the total mass discharge allowed for that pollutant at that
faci1ity.

The difficulties with this approach are the large number of  sub-
categories  (approximately  25)  and the need for a separate pro-
duction  normalizing  parameter  for  each  subcategory  or  unit
operation.

Primarily  because  of the large number of subcategories and com-
plications associated with it, subcategorization  based  on  unit
operations alone was not considered to be appropriate.

Summary of Subcategorization

The  aluminum forming category is not well suited to subcategori-
zation using any one of the factors discussed  in  this  section.
By  applying  a  combination  of  factors,  such as manufacturing
processes, unit operations, raw materials, and wastewater charac-
teristics, the aluminum forming category can be divided into  six
subcategories:

     1.  Rolling with Neat Oils
     2.  Rolling with Emulsions
     3.  Extrusion
     4.  Forging
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     5.  Drawing with Neat Oils
     6.  Drawing with Emulsions or Soaps

Each  manufacturing process consists of one of the four principal
forming operations plus a number of ancillary  operations.   Each
of these unit operations must be addressed by the limitations and
standards.    Since not all plants with a given manufacturing pro-
cess have the same number  of  ancillary  unit  operations,  some
method  of equating the plants must be developed.  In addition to
the principal forming operation, there are some ancillary  opera-
tions  that  are  unique  to the principal forming operations and
others that are necessary to manufacture the final product.   For
the purpose of subcategorization, the forming operation and these
closely  related  ancillary  operations are grouped to comprise a
core operation.  Another group of operations is not unique to the
forming operations, is not always necessary in the  manufacturing
process,  and does not discharge wastewater.  For simplification,
these are included with the other operations in  the  core.   The
core  thus  becomes  a  distinct  regulatory  unit  that, for the
purpose of establishing limits, is viewed as a single  source  of
pollutants.

There  are still a number of unit operations that do not fit into
the core.  These operations are not unique to a forming  process,
discharge  wastewater (usually large volumes), and are not always
necessary to the manufacturing process.  Because these operations
make significant contributions to  the  pollutant  loadings  when
they  are  performed,  but  they  are  not performed consistently
throughout the subcategory, they are not included  in  the  core.
Instead,  these  operations  are included in the subcategories as
ancillary operations that, for regulatory purposes, can be  added
to  the  core when they (the ancillary operations) are practiced,
or in order to  limit  the  pollutant  discharges  from  aluminum
forming plants.

Subcategorization  on  the basis of the core and ancillary opera-
tions as previously defined does not take into account  the  dif-
ferent  types  of  wastes  that  can  be generated by rolling and
drawing.  To account for the two types  of  wastes  generated  by
rolling  and  drawing  lubricants,  four distinct operations were
specified:   rolling  that  uses  neat  oils,  rolling  that  uses
emulsions,   drawing  that  uses  neat oils, and drawing that uses
emulsions or soaps.  These four operations are still identifiable
by the industry and account for  the  differences  in  wastewater
generated  by  the same forming operation.  Furthermore, each can
be related to some unit of production to  normalize  plant  prac-
tices  and can be applied to the subcategorization scheme of core
and ancillary operations.   Thus,  the  manufacturing  processes,
unit  operations,  raw  materials, and wastewater characteristics
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all play  an  important  part  in  subcategorizing  the  aluminum
forming category.

PRODUCTION NORMALIZING PARAMETER

In order to ensure equitable regulation of the category, effluent
limitations  guidelines  and  standards  of performance have been
established on a pollutant mass discharge basis  (i.e.,  mass  of
pollutant  discharged  per unit of production).  The unit of pro-
duction specified in these regulations is known as  a  production
normalizing  parameter (PNP).  Establishing concentration limita-
tions rather than mass-based limits was  considered;  however,  a
plant  that  diluted  its  wastewater  would have an advantage in
meeting concentration-based limitations over a  plant  that  con-
served water.  Thus, with concentration limitations a plant might
actually  be  penalized  for having good water conservation prac-
tices.  To avoid this possibility, the mass of pollutants in  the
discharge has been related to a specific PNP to establish a limi-
tation  that will limit the pollutant mass discharged proportion-
ate to an amount of production.

The approach used in selecting the appropriate PNP  for  a  given
subcategory or ancillary operation is two-fold:  achieving a cor-
relation  between  production  and the corresponding discharge of
pollutants and ensuring feasibility and ease of regulation.  Some
of the alternatives considered in specifying the PNP include:

      1.  Mass of aluminum processed,
      2.  Number of finished products manufactured,
      3.  Surface area of aluminum processed, and
      4.  Mass of process chemicals used.

The evaluation of these alternatives is summarized  in  the  dis-
cussion that follows.

Mass  of  Aluminum  Processed.    The  aluminum  forming  industry
typically maintains production records of the pounds of  aluminum
processed by an individual unit operation.  Availability of these
production data and lack of data for other production parameters,
such  as  area of aluminum and number of products, makes this the
most  convenient parameter  to  use.   The  aluminum  forming  dcp
requested  three production values:  the capacity production rate
for the unit operation in question, the maximum  production  rate
achieved  in  1977, and the average production rate for 1977, all
in Ib/hr.

Number  of  End  Products  Processed.   The  number  of  products
processed  by  a given plant would not account for the  variations
in size and shape typical of formed  products.   Extrusions,  for
instance,  are  produced  in   a wide range of sizes.   It would be


                               146

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unreasonable to expect the quenching of a large extrusion to  use
the same amount of water required for a smaller extruded product.

Surface  Area  of  Aluminum  Processed.   Surface  area may be an
appropriate  production   normalizing   parameter   for   surface
treatment operations of aluminum such as cleaning or etching.  It
would  not,  however,  be appropriate for quench or lubricant and
cooling operations.  The surface area of  aluminum  processed  is
not  generally  kept or known by industry and in some cases, such
as forging of miscellaneous shapes, surface area  data  would  be
difficult to determine.

Mass  of  Process  Chemicals Used.  The mass of process chemicals
used  (e.g.,  lubricants,  solvents,  and  cleaning  or   etching
solutions)  is  dependent  on  the  processes  which the aluminum
undergoes rather  than  the  other  raw  materials  used  in  the
process.

Selection of the Production Normalizing Parameter

Two  of  the four parameters considered, number of finished prod-
ucts and mass of process chemicals, are not appropriate PNP's for
the aluminum forming category.  The number of  finished  products
is  inappropriate because of the lack of consistency and uniform-
ity in the finished products manufactured by an aluminum  forming
plant,  particularly  by an extrusion or forging plant.  Also the
processes vary from plant to plant  even  when  producing  essen-
tially  the  same  product.   The mass of process chemicals is an
inappropriate PNP because the mass of  pollutants  discharged  is
more  directly related to the type of operation using the process
chemicals than the amount of these compounds used,  although  the
process chemicals frequently enter the wastewater.

The  surface  area  of  product as a PNP would relate the mass of
pollutants discharged to the surface area of aluminum  that  con-
tacts  the process wastewater.  This parameter may be appropriate
for some aluminum forming  operations  that  produce  wastewater,
since  the  mass  of  pollutants  entering  the wastewater may be
related to the  area  of  the  aluminum  it  is  contacted  with.
However, the Agency is not selecting surface area as a production
normalizing parameter because surface area is not always the most
appropriate  parameter,  especially in contact cooling situations
where the volume of water used is more  closely  related  to  the
mass  of  product.   Aluminum  formed products, especially forged
products or extrusions, also come in a wide variety of shapes and
the surface area of these shapes would be difficult to determine.

The fourth parameter considered is  the  mass  of  product.   The
Agency  has  selected mass as the most appropriate PNP.  The mass
of pollutants can be related to the mass  of  aluminum  processed


                               147

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and most companies keep production records in terms of mass.  The
PNP  is  based  on  the  average production rates reported in the
dcp's.   In most cases,  the plants were operating at or  near  the
capacity  production  rate  for  a given piece of equipment.  The
average production rate will correlate with the  mass  of  pollu-
tants  found  in  the wastewater.  For the six subcategories, the
core operations are closely  related  to  the  principal  forming
operation and the mass of pollutants generated from each ought to
be  dependent on the mass of aluminum processed through the form-
ing operation.  Thus, there is only one PNP for each  core  based
on  the  mass  of pollutants processed through the forming opera-
tion.  Each ancillary operation has a separate PNP based  on  the
mass  of  aluminum processed through the ancillary operation.  An
example of how the PNP's apply when establishing  mass  discharge
limits is shown in Section IX.

The  PNP for aluminum forming is "off-kilograms" or the kilograms
of product removed from a machine at the end of a process  cycle.
In  the  rolling  process  aluminum  ingot  enters the mill to be
processed.  Following one process cycle which  may  substantially
reduce  the  ingot's  thickness, the aluminum is removed from the
rolling mill where it may be processed through another operation,
such as annealing, sizing, cleaning, or it may simply  be  stored
before being brought back to the rolling mill for another process
cycle,  further  reducing  the  thickness.   The mass of aluminum
removed from the rolling mill after each process cycle multiplied
by the number of process cycles  is the PNP for that process.  The
core of each subcategory has one PNP which is based on  the  mass
of  aluminum  processed  through the principal forming operation.
There  is a different PNP for each ancillary  operation  which  is
the  mass  of  aluminum  removed  from the process following each
process cycle for that specific operation.  For example, the  PNP
for solution heat treatment would be the mass of aluminum removed
from   the contact cooling water quench that follows solution heat
treatment.  In the case of press heat treatment the   PNP  is  the
mass   of  aluminum   removed from the contact cooling  water  quench
that immediately follows extrusion.

DESCRIPTION OF SUBCATEGORIES

Subcategory Terminology and Usac

Each subcategory  is  broken  into   "core"  and   "ancillary"   opera-
tions.   The  core   is  composed  of those operations that  always
occur  in conjunction with  the  forming operation, are   dry   opera-
tions,  or  are  a   basic  part of the manufacturing process.  The
core limitation  is based on the  mass of aluminum  passed  through
the  principal  manufacturing  unit. The core  limitation does not
vary within a given  subcategory  and applies  to all the plants   in
that subcategory.


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Operations  not  included in the core are classified as ancillary
operations.  These are operations involving discharged wastewater
streams of significant pollutant concentrations  and  flows  that
may  or  may  not  be present at any one facility.  The ancillary
operation limitations are based on the mass of aluminum processed
through the given ancillary operations.  In other words, the mass
of aluminum cast by the direct chill method  is  the  normalizing
parameter for casting, and the mass of aluminum cleaned or etched
is  the normalizing parameter for cleaning or etching.  To deter-
mine the effluent limitation for the facility  as  a  whole,  the
permit  writer  must  consider the core limitation as well as the
appropriate ancillary limitation.

The ancillary operation  of  cleaning  or  etching  includes  all
surface treatment operations, including chemical or electrochemi-
cal  anodizing  and conversion coating when they are performed at
the same location where the aluminum is formed.   A  cleaning  or
etching  operation  is  defined  by the cleaning or etching baths
which are followed by a rinse.  Multiple baths would  be  consid-
ered  multiple cleaning or etching operations only when each bath
is followed by a rinse and a separate limitation would  apply  to
each  bath-rinse  combination. Multiple rinses following a single
bath will be regulated by a single limitation.

In the following discussion, the aluminum  forming  subcategories
are  presented  on  an  individual basis.  The core and ancillary
operations included in each subcategory  are  briefly  described,
and   the   appropriate  production  normalizing  parameters  are
identified.

Some plants will be included under  more  than  one  subcategory.
The  frequency  of plants with more than one subcategory is tabu-
lated below.  In these cases, the subcategories should be used as
building blocks to establish permit limitations.   It  should  be
noted  that  in  most  cases  the  ancillary  operations  will be
included with only one subcategory (i.e., the core operation with
which it is most closely associated).  As an example, consider   a
rolling  plant  which has both rolling with neat oils and rolling
with emulsions.  This plant has direct chill casting  as  one  of
the  ancillary  operations.   Since  the casting precedes rolling
with emulsions  and  the  rolling  with  emulsions  operation  is
performed  on  the product of the casting operation, casting will
be considered an ancillary operation only  to  the  Rolling  with
Emulsions Subcategory.

The lists presented in the following discussions provide informa-
tion  specific to the subcategory being addressed.  The frequency
of occurrence of ancillary streams considers each ancillary oper-
ation individually and apart from any other ancillary  operations
that  may  be  present  at  the same plant.  Thus, the sum of the


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frequencies of the ancillary operations cannot be related to  the
number of plants in that subcategory.  The same methods have been
applied to the frequency of subcategory overlap.  Since there are
some plants that will be in more than one subcategory, the sum of
plants  in  each  subcategory  will  be larger than the number of
plants in the category.

    INCIDENCE OF OVERLAP WITH MORE THAN ONE OTHER SUBCATEGORY
                             Total Plants in
                              One or More
   Percent of
Total Plants in
Subcategory
Rolling wi
Rolling wi
Extrusion
Forging
Drawing wi
Drawing wi
th
th


th
th
Neat Oils
Emulsions


Neat Oils
Emulsions
Subcategory
34
28
22
9
25
5
the Subcategory
68
86
13
57
38
38
or Soaps

Rolling with Neat OJ.ls Subcateqory

This subcategory  is  applicable  to  all  wastewater  discharges
resulting  from or associated with aluminum rolling operations  in
which neat oils are used as a lubricant.  The unit operations and
associated waste streams covered  by  this  subcategory  and  the
appropriate production normalizing parameters are listed below.
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               ROLLING WITH NEAT OILS SUBCATEGORY
Unit Operation
            Waste Stream
                  Production Normalizing
                       Parameter
CORE:

Rolling with neat oils

Roll grinding

Stationary casting

Homogenizing

Annealing


Artificial aging

Degreasing

Sawing

Miscellaneous non-
  descript wastewater
  sources
              Spent lubricant

              Spent emulsion

              None

              None

              Atmosphere
                scrubber
                1iquor
              None

              Spent solvent

              Spent lubricant

              Various
ANCILLARY:

Continuous
  casting
sheet
Rolling solution
  treatment
Cleaning or etching
      heat
Spent lubricant


Contact cooling
  water
Bath

Rinse

Scrubber liquor
                  Mass of aluminum
                    rolled with neat oil
                  Mass of aluminum
                    rolled with neat oil
                  Mass of aluminum
                    rolled with neat oil
                  Mass of aluminum
                    rolled with neat oil
                  Mass of aluminum
                    rolled with neat oil

                  Mass of aluminum
                    rolled with neat oil
                  Mass of aluminum
                    rolled with neat oil
                  Mass of aluminum
                    rolled with neat oil
                  Mass of aluminum
                    rolled with neat oil
Mass of aluminum sheet
  cast by continuous
  methods
Mass of aluminum
  quenched
Mass of aluminum
  cleaned or etched
Mass of aluminum
  cleaned or etched
Mass of aluminum
  cleaned or etched
The  following  list  summarizes data pertaining to the number of
plants in this  subcategory  and  the  waste  streams  which  are
present at those plants:
                               151

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                                             Frequency
    Associated Waste Streams
No.  of Plants
 Percent of
Total Plants
   in the
Subcategory
CORE:

Rolling with neat oils spent lubricant
Roll grinding spent emulsion
Annealing atmosphere scrubber liquor
Sawing spent lubricant
Miscellanous nondescript wastewater

ANCILLARY:

Continuous sheet casting
  Spent lubricant
Rolling solution heat treatment
  Contact cooling water
Cleaning or etching
  Bath
  Rinse
  Scrubber liquor
      50
       *
       1
       *
       *
      1 1

       6

       9
       9
       0
    100
     *
     2
     *
     *
     22

     12

     18
     18
      0
*An accurate count could not be determined from available data,
 assumed to be present at all plants.

As  this table shows, 50 of the plants surveyed in this study are
included in the Rolling with  Neat  Oils  Subcategory.   For  the
majority  of  these  plants,  the core regulations can be applied
without alteration because  no  ancillary  streams  are  present.
However,  continuous  sheet casting  is practiced at 11 plants  (22
percent), and cleaning or etching of the rolled product is  prac-
ticed  at  nine  plants  (18  percent).   The  presence  of  heat
treatment was reported at only six plants (12 percent).

Over half of the plants  (33 of 50) associated with this  Subcate-
gory  were  also  associated with one or more additional subcate-
gories.  The most common case,  overlap  with  the  Rolling  with
Emulsions  Subcategory,  was  reported at 19 of the 50 plants  (38
percent).  Frequently, rolling  of   aluminum  with  emulsions   is
followed  by  rolling  to  desired   gauge using neat  oils.  It  is
important to realize that at these   plants,  operations  such   as
casting  were considered to be associated with the emulsion roll-
ing rather than neat oil rolling for the purpose of   subcategori-
zation.   In  this way,  duplication  of streams is avoided.  Seven
of the plants (14 percent) were included in both the  Rolling with
Neat Oils and Drawing with Neat  Oils  subcategories.   In  these
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cases,   the  aluminum  was usually first rolled and then drawn to
form the desired product.  If the drawn product was  then  etched
or  heat  treated,  these operations were associated with drawing
with neat oils rather than rolling with neat oils.  In only  four
cases  (8  percent) was overlap with more than one other subcate-
gory found to exist.

As discussed in Section III (p.  110),  the  annealing  operation
does  not  use process water.  One of the plants surveyed anneals
aluminum which is rolled with neat oils and derives the inert gas
atmosphere used in its annealing process from furnace  off-gases.
Because  of  the  sulfur  content of furnace fuels, the off-gases
require cleaning  with  wet  scrubbers  to  remove  contaminants.
Other  plants import cleaned gases or burn natural gas to provide
an inert atmosphere.   Since the Agency believes that this  scrub-
ber  is  necessary  to  the operation of the annealing furnace in
this process situation, an allowance has been included as part of
the core of the Rolling with  Neat  Oils  Subcategory.   For  the
Rolling  with  Neat Oils Subcategory, two core allowances will be
established,  because  most  plants  do  not  have  an  annealing
scrubber  liquor  flow.   Separate allowances will be established
for core waste streams without an annealing furnace scrubber  and
for  core  waste  streams  with an annealing furnace scrubber for
only the rolling with neat oils Subcategory  since  no  annealing
furnace  scrubbers  are  known  to be in operation in conjunction
with any other forming operation.

Roll ing with Emulsions Subcategory

This subcategory  is  applicable  to  all  wastewater  discharges
resulting  from or associated with aluminum rolling operations in
which oil-in-water emulsions are used as  lubricants.   The  unit
operations  and  associated  waste  streams  covered by this sub-
category and the appropriate  production  normalizing  parameters
are listed below.
                               153

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               ROLLING WITH EMULSIONS SUBCATEGORY
Unit Operation
Waste Stream
Production Normalizing
      Parameter
CORE:

Rolling with emulsions   Spent emulsion

Roll grinding

Stationary casting

Homogenizing

Artificial aging

Degreasing

Anneal ing
Sawing

Miscellaneous non-
  descript wastewater
  sources

ANCILLARY:

Direct chill casting
Rolling solution heat
  treatment
Cleaning or etching
  Spent emulsion

  None

  None

  None

  None

  None

  Spent lubricant

  Various
  Contact cooling
    water

  Contact cooling
    water
  Bath

  Rinse

  Scrubber liquor
Mass of
with
Mass of
with
Mass of
with
Mass of
with
Mass of
with
Mass of
with
Mass of
with
Mass of
with
Mass of
with
aluminum
emulsions
aluminum
emulsions
aluminum
emulsions
aluminum
emulsions
aluminum
emulsions
aluminum
emulsions
aluminum
emulsions
aluminum
emulsions
aluminum
emulsions
rolled

rol led

rolled

rolled

rolled

rolled

rolled

rolled

rolled

Mass of aluminum cast
  by direct chill
  method
Mass of aluminum
  quenched
Mass of aluminum
  cleaned or etched
Mass of aluminum
  cleaned or etched
Mass of aluminum
  cleaned or etched
The  following  list  summarizes data pertaining to the number of
plants in this subcategory and the waste streams which are  pres-
ent at those plants.
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                                             Frequency
Associated Waste Streams
                                     No. of Plants
       Percent of
      Total Plants
         in the
      Subcategory
CORE:

Rolling with emulsions spent emulsion
Roll grinding spent emulsion
Sawing spent lubricant
Miscellaneous nondescript wastewater

ANCILLARY:
                                               29
                                                *
                                                *
                                                *
             100
              *
              *
              *
Direct chill casting
  Contact cooling water
  tiling solution heat treatment
  Contact cooling water
   .ing
  Contact cooling w
Cleaning or Etching
  Bath
  Rinse
  Scrubber liquor
20

 8

 7
 7
 2
69

28

24
24
 7
*An accurate count could not be determined from available data,
 assumed to be present at all plants.

Of  the  plants  surveyed  in  this  study, 29 were classified as
belonging to the Rolling with Emulsions  Subcategory.   The  core
streams  in  this  subcategory include rolling emulsions that are
expected to be present at every plant.  As shown in the preceding
list, the regulation of plants in this subcategory  will  usually
require  consideration of waste streams associated with ancillary
operations.  Direct chill casting is associated with the  rolling
operations at 20 of the plants surveyed.  Solution heat treatment
is  practiced  at  eight  plants.  Seven plants will also require
regulation of cleaning or etching baths and rinses as  an  ancil-
lary  stream,  and  two  plants  will receive an allocation for a
cleaning or etching scrubber liquor discharge.
In all but one case (97 percent),  plants  in  the
Emulsions  Subcategory  were  also  included in one
subcategories.   The most common case, overlap  with
with  Neat  Oils Subcategory, was reported at 19 of
(66 percent).  Frequently, rolling of aluminum with
followed  by  rolling with neat oils to the desired
important to realize that at these  plants,  operations  such  as
direct  chill  casting  were considered to be associated with the
emulsion rolling rather than neat oil rolling for the purpose  of
subcategorization.   In  this  way,  duplication  of  streams  is
                                                    Rolling  with
                                                    or more other
                                                     the  Rolling
                                                    the 29 plants
                                                    emulsions  is
                                                    gauge.  It is
                               155

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avoided.   Two of the plants (7 percent) were included in both the
Rolling with Emulsions and Drawing with Neat Oils  subcategories.
Two  of  the plants (7 percent) were included in both the Rolling
with Emulsions and Extrusion subcategories.  In  five  cases  (17
percent),   overlap with more than one other subcategory was found
to exist.

Extrusion Subcategory

This subcategory  is  applicable  to  all  wastewater  discharges
resulting  from or associated with aluminum extrusion operations.
The unit operations and associated waste streams covered by  this
subcategory and the appropriate production normalizing parameters
are listed below.
                      EXTRUSION SUBCATEGORY
Unit Operation
Waste Stream
Production Normalizing
     Parameter
CORE:

Extrusion

Die cleaning



Stationary casting

Anneal ing

Homogenizing

Artificial aging

Degreasing

Sawing

Miscellaneous non-
  descript wastewater
  sources

ANCILLARY:

Direct chill casting


Extrusion press or
  Dummy block
    cool ing
  Bath and rinse

  Scrubber liquor

  None

  None

  None

  None

  Spent solvent

  Spent lubricant

  Various
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
Mass of aluminum
  extruded
  Contact cooling
    water

  Contact cooling
Mass of aluminum cast
  by direct chill
  method
Mass of aluminum
                                156

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  solution heat
  treatment
Cleaning or etching
Degassing
Extrusion press
  water

Bath

Rinse

Scrubber liquor

Scrubber liquor
Hydraulic fluid
  leakage
        quenched

      Mass of aluminum
        cleaned or etched
      Mass of aluminum
        cleaned or etched
      Mass of aluminum
        cleaned or etched
      Mass of aluminum
        degassed

      Mass of aluminum
        extruded
The  following  list  summarizes
plants in this  subcategory  and
present at those plants:
Associated Waste Streams
        data pertaining to the number of
         the  waste  streams  which  are
                    Frequency	
                             Percent of
                            Total Plants
                               in the
                            Subcategory
No.  of Plants
CORE:

Extrusion
Die cleaning bath and rinse
Die cleaning scrubber liquor
Sawing spent lubricant
Miscellaneous nondescript wastewater

ANCILLARY:
                     1 63
                      *
                      *
                      *
                      *
                       100
                        *
                        *
                        *
                        *
Direct chill casting
  Contact cooling water
Extrusion press and solution
  Contact cooling water
Cleaning or etching
  Bath
  Rinse
  Scrubber liquor
Degassing
  Scrubber liquor
Extrusion press leakage
    heat treatment
          44

          52

          85
          85
           3

           1
           5
27

32

52
52
 2

 1
 3
*An accurate count could not be determined from available data,
 assumed to be present at all plants.
                               157

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The  Extrusion  Subcategory  includes  more plants, 163, than any
other subcategory, or approximately half of the plants  surveyed.
Three  of  these  plants are known to have closed since proposal.
Although an accurate count was not possible  from  the  available
data,  extrusion  die cleaning is expected to be present at every
extrusion plant, and  this  operation  serves  as  the  principal
component of the core for this subcategory.

More than half of the plants in this subcategory can be regulated
on  the  basis of the core allocation alone, but the other facil-
ities will require the consideration of  ancillary  streams.   As
shown  in the preceding list, the most common ancillary operation
is cleaning or etching (associated with extrusion at 85 of  these
plants), followed by heat treatment (32 percent) and direct chill
casting  (27 percent).
                                 in the Extrusion Subcategory  (88
                                 any  other  subcategories,  some
                                 most common example, nine of  the
                                 also associated with the Drawing
Although  most  of  the  plants
percent) are not associated with
overlap  does  occur.    In  the
extrusion plants (6 percent) are
with Neat Oils Subcategory.

Forging Subcategory

This subcategory  is  applicable  to  all  wastewater  discharges
resulting  from  or  associated with aluminum forging operations.
The unit operations and associated waste streams covered by  this
subcategory and the appropriate production normalizing parameters
are listed below.
Unit Operation
                       FORGING SUBCATEGORY
                       Waste Stream
Production Normalizing
     Parameter
CORE:

Forging

Artificial aging

Annealing

Degreasing

Sawing

Miscellaneous non-
  descript wastewater
  sources
                         None

                         None

                         None

                         Spent solvent

                         Spent lubricant

                         Various
Mass of aluminum
  forged
Mass of aluminum
  forged
Mass of aluminum
  forged
Mass of aluminum
  forged
Mass of aluminum
  forged
Mass of aluminum
  forged
                                158

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ANCILLARY:
Forging air pollution
  control
Forging solution heat
  treatment
Cleaning or etching
   Scrubber  liquor

   Contact  cooling
     water
   Bath

   Rinse

   Scrubber  liquor
Mass of aluminum
  forged
Mass of aluminum
  quenched
Mass of aluminum
  cleaned or etched
Mass of aluminum
  cleaned or etched
Mass of aluminum
  cleaned or etched
The  following  list  summarizes data pertaining to the number of
plants in this  subcategory  and  the  waste  streams  which  are
present at these plants:

                                    	Frequency	
Associated Waste Streams
               No.  of Plants
           Percent of
          Total Plants
             in the
          Subcategory
CORE:

Sawing spent lubricant
Miscellaneous nondescript wastewater
                         16
                          *
                 TOO
                  *
ANCILLARY:

Forging air pollution
  Scrubber liquor
Forging solution heat t
  Contact cooling water
Cleaning or etching
  Bath
  Rinse
  Scrubber liquor
control

treatment
     4

    1 1

    13
    13
     2
25

69

81
81
13
*An accurate count could not be determined from available data,
 assumed to be present at all plants.

Of  the  16  plants identified with the Forging Subcategory, only
one could be regulated by  the  core  streams  alone.   The  most
common  ancillary  streams, cleaning or etching baths and rinses,
are each associated with 81 percent of the forging plants.   Fre-
quently,  more  than  one  ancillary  stream is associated with a
                               159

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given plant.  Six of the 16 forging plants
at least three such streams.
                     38  percent)   involve
Most of the plants in the Forging Subcategory (81 percent) do not
have  operations  associated with any other subcategory.  Overlap
only occurs with the Extrusion and Drawing subcategories.

Drawing with Neat Oils Subcategory

This subcategory  is  applicable  to  all  wastewater  discharges
resulting  from or associated with aluminum drawing operations in
which neat oils are used as a lubricant.  The unit operations and
associated waste streams covered  by  this  subcategory  and  the
appropriate production normalizing parameters are listed below.
               DRAWING WITH NEAT OILS SUBCATEGORY
Unit Operation
Waste Stream
Production Normalizing
     Parameter
CORE:

Drawing with neat oils

Stationary casting

Homogenizing

Anneal ing

Artificial aging

Degreasing

Sawing

Swaging

Miscellaneous non-
  descript wastewater
  sources

ANCILLARY:

Continuous rod casting
  Spent lubricant

  None

  None

  None

  None

  Spent solvent

  Spent lubricant

  None

  Various
  Contact cooling
    water

  Spent lubricant
Mass of
with
Mass of
with
Mass of
wi th
Mass of
with
Mass of
with
Mass of
with
Mass of
with
Mass of
with
Mass of
with
aluminum
neat oils
aluminum
neat oils
aluminum
neat oils
aluminum
neat oils
aluminum
neat oils
aluminum
neat oils
aluminum
neat oils
aluminum
neat oils
aluminum
neat oils
drawn

drawn

drawn

drawn

drawn

drawn

drawn

drawn

drawn

Mass of aluminum rod
  cast, by continuous
  methods
Mass of aluminum rod
  cast by continuous
  methods
                                160

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Drawing solution heat
  treatment
Cleaning or etching
Contact cooling
  water
Bath

Rinse

Scrubber liquor
      Mass of aluminum
        quenched
      Mass of aluminum
        cleaned or etched
      Mass of aluminum
        cleaned or etched
      Mass of aluminum
        cleaned or etched
The  following  list  summarizes
plants in this  subcategory  and
present at those plants:
Associated Waste Streams
        data pertaining to the number of
         the  waste  streams  which  are
                    Frequency	
                             Percent of
                            Total Plants
                               in the
                            Subcategory
No.  of Plants
CORE:

Drawing with neat oils spent lubricant
Sawing spent lubricant
Miscellaneous nondescript

ANCILLARY:
 wastewater
                       66
                        *
                        *
                       100
                        *
                        *
Continous rod casting
  Contact cooling water
  Spent lubricant
Drawing solution heat treatment
  Contact cooling water
Cleaning or etching
  Bath
  Rinse
  Scrubber liquor
                       2
                       2

                       8

                      13
                      13
                       0
                         3
                         3

                        12

                        20
                        20
                         0
*An accurate count could not be determined from available data,
 assumed to be present at all plants.

The  Drawing  with  Neat  Oils  Subcategory is the second largest
aluminum forming subcategory and contains 66 of  the  277  plants
surveyed  in  this  study.   The  majority  of  the plants in the
Drawing with Neat Oils Subcategory can be regulated on the  basis
of  the  core  alone.   Heat  treatment contact cooling water and
cleaning or etching baths and rinses are the most  common  ancil-
lary streams in this subcategory.
                               161

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Frequent  overlap  with  other subcategories was noted.   The most
common case was with the Extrusion Subcategory;  nine of  the  neat
oil  drawing  plants  (14  percent)  were found to have  extrusion
processes as well.   In all,  36  percent  of  the  plants  in  the
Drawing  with Neat Oils Subcategory were also associated with one
or more other alumminum forming subcategories.

Drawing with Emulsions or Soaps Subcategory

This Subcategory  is  applicable  to  all  wastewater  discharges
resulting from or associated with the aluminum drawing operations
which use oil-in-water emulsion or soap solution lubricants.  The
unit operations and associated waste streams covered by  this sub-
category  and  the  appropriate production normalizing parameters
are listed below.

           DRAWING WITH EMULSIONS OR SOAPS SUBCATEGORY
Unit Operation
Waste Stream
Production Normalizing
     Parameter
CORE:

Drawing with emulsions   Spent emulsion
  or soaps
Stationary casting


Artificial aging


Homogenizing


Anneal ing


Degreasing


Sawing


Swaging
Miscellaneous non-
  descript wastewater
  sources
  None
  None
  None
  None
  Spent solvent
  Spent lubricant
  None
  Various
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
Mass of aluminum drawn
  with emulsions or
  soaps
                               162

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ANCILLARY:
Continuous rod casting
Drawing solution heat
    treatment
Cleaning or etching
                         Contact cooling
                           water

                         Spent lubricant
                         Contact cooling
                           water
                         Bath

                         Rinse

                         Scrubber liquor
      Mass of aluminum rod
        cast by continuous
        methods
      Mass of aluminum rod
        cast by continuous
        methods
      Mass of aluminum
        quenched
      Mass of aluminum
        cleaned or etched
      Mass of aluminum
        cleaned or etched
      Mass of aluminum
        cleaned or etched
The following list summarizes data pertaining to  the  number  of
plants  in  this  subcategory  and  the  waste  streams which are
present at these plants:
                                    	Frequency	
                                                      Percent of
                                                     Total Plants
                                                        in the
                                                     Subcategory
Associated Waste Streams
No. of Plants
CORE:

Drawing with emulsions or soaps spent
  lubricants
Sawing spent lubricants
Miscellaneous nondescript wastewater

ANCILLARY:

Continuous rod casting
  Contact cooling water
  Spent lubricant
Drawing solution heat treatment
  Contact cooling water
Cleaning or etching
  Bath
  Rinse
  Scrubber liquor
                                                13

                                                *
                                                *
                       100
                        *
                        *
                                                1
                                                1
                                                0
                         8
                         8

                        31

                         8
                         8
                         0
*An accurate count could not be determined from available data,
 assumed to be present at all plants.
                               163

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The Drawing with Emulsions or Soaps Subcategory is  the  smallest
of  the aluminum forming subcategories, with only 13 plants.  The
principal core stream in this subcategory, spent  emulsions  from
drawing  with  emulsions  or  soaps,  is present at all 13 plants.
For the majority of plants, the core streams accurately  describe
all  wastewater  associated with the subcategory.  At four of the
plants (31 percent), solution heat treatment is  applied  to  the
drawn  product.   Continuous  rod casting and cleaning or etching
were  each  reported  less  frequently.   Consideration  of   the
appropriate ancillary streams is required for these plants.

Most of the plants  (69 percent) are not associated with any other
subcategories.   Overlap with other subcategories was observed at
four of the 13 plants surveyed (31 percent).
                                164

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                            SECTION V

            WATER USE AND WASTEWATER CHARACTERISTICS
This section presents the analytical data that  characterize  the
raw  wastewater  and indicate the effectiveness of various waste-
water treatment processes and the fiow data  that  serve  as  the
basis  for  developing regulatory flow allowances in the aluminum
forming category.  The data were obtained from four sources: data
collection portfolios (dcp's); sampling  and  analysis  programs;
308  letters sent to industry to obtain additional information on
comments submitted during the comment  period;  and  longterm  or
historical data.

SOURCES OF DATA

Data Collection Portfolios

Data  collection portfolios (dcp's) are questionnaires which were
developed by the Agency to obtain extensive data from  plants  in
the  aluminum  forming category.  These dcp's, which were sent to
all known  aluminum  forming  facilities,  requested  information
about  plant  age,  production,  number of employees, water usage,
manufacturing processes, raw material and process chemical usage,
wastewater treatment technologies, the known or believed presence
or absence of toxic pollutants in the  plant's  raw  and  treated
process wastewaters, and other pertinent factors.

The  dcp  responses  supplied  the  quantity of aluminum produced
during 1977, as well as  the  average  production  rate  (Ib/hr),
maximum  production  rate, and the rate at full capacity for each
operation.  As discussed in Section IV,  the  average  production
rate  is considered the most applicable parameter for relating to
water use and raw waste characteristics, and has been used as the
normalizing basis for calculations.

Data supplied by dcp responses were evaluated, and  two  flow-to-
production  ratios  were  calculated  for  each  stream.  The two
ratios, water use and wastewater discharge flow, are  differenti-
ated by the flow value used in calculation.  Water use is defined
as  the  volume  of water or other fluid (e.g., emulsions, lubri-
cants) required for a given process per mass of aluminum  product
and is therefore based on the sum of recycle and make-up flows to
a  given  process.   Wastewater  flow discharged after in-process
treatment or recycle (if these are present) is used in  calculat-
ing  the  production  normalized flow for that waste stream.  The
production normalized wastewater flow is defined as the volume of
wastewater discharged from a given process to further  treatment,
disposal,  or  discharge  per mass of aluminum produced.  Differ-
                               165

-------
ences between the water use and wastewater flows associated  with
a given stream result from recycle,  evaporation, and carryover on
the  product.   The  production values used in calculation corre-
spond to the production normalizing parameter, PNP,  assigned  to
each stream, as outlined in Section IV.

The  production  normalized flows were compiled and statistically
analyzed by stream type.  Where appropriate, an attempt was  made
to  identify  factors  that could account for variations; in water
use.  The production normalized flow information is summarized in
this section.  A similar analysis of factors affecting the waste-
water values is presented in Sections IX, X, XI,  and  XII  where
representative  BPT,  BAT,  NSPS, and pretreatment discharge flow
allowances are selected  for  use  in  calculating  the  effluent
limitations and standards.

The  BPT  discharge  flows  were  also  used to estimate flows at
aluminum forming plants that supplied EPA  with  only  production
data.   The estimated flow was then used to determine the cost of
wastewater treatment at these facilities (see Section VIII).

The methods used in  evaluation  of  wastewater  data  varied  as
dictated  by  the  intended  use of the results.  For example, in
Section VI the wastewater data from effluent samples are examined
to  select  pollutants  for  consideration  in   regulating   the
category.

The  mass  loading  data  (kg of pollutant per  kkg of production)
from sampled plants were  averaged  to  determine  mass  loadings
typical of the different wastewater streams.

Sampling and Analysis Program

The  sampling  and analysis program discussed in this section was
undertaken primarily to   implement  portions  of  the  Settlement
Agreement  and to  identify pollutants of concern in the  industry,
with emphasis on toxic pollutants.  Samples were collected at  25
aluminum forming facilities and subsequently analyzed.

This  section  summarizes  the  purpose of  the  sampling  trips and
identifies the sites sampled and parameters  analyzed.   It  also
presents  an  overview  of  sample  collection, preservation, and
transportation techniques.  Finally,  it describes  the   pollutanL
parameters   quantified,   the methods of analyses and laboratories
used, the detectable concentration of  each  pollutan^.,  and  the
general approach used to  ensure the reliability of the analytical
data produced.

Prior   to each sampling visit, all available data, such  as  layout
and diagrams of  the selected  plant's  production  processes  and


                               166

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wastewater  treatment  facilities, were reviewed.  Often an engi-
neering visit to the plant to be sampled was made  prior  to  the
actual  sampling  visit to finalize the sampling approach.  Among
the types of information  obtained  on  engineering  visits  were
identification and observations of production processes, types of
wastewater  generated,  use of wastewater treatment technologies,
and in-process technologies.   These observations were recorded in
plant visit reports.   Representative  sample  points  were  then
selected  to provide coverage of discrete raw wastewater sources,
total raw wastewater entering a wastewater treatment system,  and
final  effluents.  Finally, before conducting a visit, a detailed
sampling plan showing the selected sample points and  all  perti-
nent sample data to be obtained was generated and reviewed.

Site  Selection.   Twenty  plants were sampled prior to proposal.
The reason that the  Agency  selected  these  20  plants  was  to
adequately  represent  the full range of manufacturing operations
found in this industry as well as  the  performance  of  existing
wastewater  treatment  systems.  As such, the plants selected for
sampling were typically plants with multiple  forming  operations
and  associated  surface and heat treatment operations.  The flow
rates and pollutant concentrations in the wastewaters  discharged
from the manufacturing operations at these plants are believed to
be  representative of the flow rates and pollutant concentrations
which  would  be  found  in  wastewaters  generated  by   similar
operations  at  any  plant  in the aluminum forming category.  In
addition, the 20 sampled  plants  have  a  variety  of  treatment
systems  in  place.   Plants  with no treatment as well as plants
using the technologies considered as  the  basis  for  regulation
were included.

Five  plants were sampled after proposal to obtain data necessary
for the Agency to adequately address several  issues  that  arose
during  the comment period.  These five plants were identified as
having operations directly related to specific comment issues and
were therefore selected for sampling efforts.  Metals and conven-
tional pollutants data have been  incorporated into the data  base
presented  in  this  section.   Organics data for extrusion press
hydraulic fluid are also presented in this section.  The  remain-
ing  organic pollutant analyses were received from the laboratory
too late to be included in the  data  base.   Samples  were  also
collected  from  before and after modules of wastewater treatment
systems.  These additional performance  data  were  collected  to
compare  to  the  treatment  effectiveness concentrations derived
using the combined metals data base (see Section VII -  Lime  and
Settle Performance - Combined Metals Data Base, p.     ).

Field  Sampling.   After  selection  of the plants to be sampled,
each plant was contacted by telephone, and a letter of  notifica-
tion was sent to each plant as to when a visit would be expected.


                               167

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These inquiries led to acquisition of facility information neces-
sary for efficient on-site sampling.   The information resulted in
selection  of  the  sources  of  wastewater to be sampled at each
plant.   The sample points included,  but  were  not  limited  to,
untreated  and  treated  discharges,  process wastewater, and par-
tially treated wastewater.

Sites visited for this  sampling  program  are  listed  below  by
subcategory and letter designation:

     1.   Rolling with Neat Oils - Plants B, C, D, E, N, P,
         U, T, CC, and EE.

     2.   Rolling with Emulsions - Plants B, C, D, E, H, P,
         T, U, CC, and EE.

     3.   Extrusion - Plants F, G, K,  L, N, R, V, W, AA, BB, and
         DD.

     4.   Forging - Plants A, J, Q, R, and W.

     5.   Drawing with Neat Oils - Plants E, H, R, and V.

     6.   Drawing with Emulsions or Soaps - Plants S and W.

Sample Collection, Preservation, and Transportation.  Collection,
preservation,  and transportation of samples were accomplished in
accordance with procedures outlined  in Appendix III of  "Sampling
and Analysis Procedures for Screening of Industrial Effluents for
Priority  Pollutants"  (published by the Environmental Monitoring
and Support Laboratory, Cincinnati,  Ohio,  March  1977,  revised,
April    1977}  and  in  "Sampling  Screening  Procedure  for  the
Measurement  of  Priority  Pollutants"   (published  by  the   EPA
Effluent  Guidelines  Division,  Washington, D.C., October  1976).
The procedures are summarized  in the paragraphs that follow.

Whenever practical, all samples collected at each sampling  point
were  taken  from  mid-channel at mid-depth  in a turbulent, well-
mixed portion of the waste stream.   Periodically, the  temperature
and pH of each waste stream sampled  were measured on-site.

Each large composite  (Type  1)  sample was collected  in  a new 11.4-
liter (3-gallon), narrow-mouth glass jug  that  had  been  washed
with  detergent  and  water,   rinsed  with tap water,  rinsed with
distilled water, rinsed with methylene chloride, and air dried at
room temperature  in a dust-free environment.

Before collection of Type  1 samples, new Tygon  tubing was  cut to
minimum  lengths and installed  on the inlet   and  outlet   (suction
and  discharge)   fittings  of  the automatic sampler.  Two  liters


                                168

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(2.1 quarts) of blank water, known to be  free  of  organic  com-
pounds  and  brought  to  the  sampling  site from the analytical
laboratory, were pumped through  the  sampler  and  its  attached
tubing  into  the  glass  jug;  the water was then distributed to
cover the interior of the jug and subsequently discarded.

A blank was produced by  pumping  an  additional  3  liters  (3.2
quarts)  of  blank  water through the sampler, distributed inside
the glass jug, and poured  into  a  3.8-liter  (1-gallon)  sample
bottle that had been cleaned in the same manner as the glass jug.
The  blank  sample  was sealed with a Teflon -lined cap, labeled,
and packed in ice in a plastic foam-insulated chest.  This sample
subsequently was analyzed to determine any contamination contrib-
uted by the automatic sampler.

During collection of each Type 1 sample, the glass jug was packed
in ice in a separate plastic foam-insulated container.  After the
complete composite sample had been collected,  it  was  mixed  to
provide  a  homogeneous  mixture,  and  two  0.95-liter  (1-quart)
aliquots were removed for  metals  analysis  and  placed  in  new
labeled  plastic  0.95-liter  bottles  which had been rinsed with
distilled water.  One of these  0.95-liter  aliquots  was  sealed
with  a  Teflon -lined cap; placed in an iced, insulated chest to
maintain it at 4°C (39°F); and shipped  by  air  for  inductively
coupled  argon  plasma  emission  spectrophotometry  (ICAP) metal
analysis.  Initially, the second sample  was  stabilized  by  the
addition  of 5 ml (0.2 ounce) of concentrated nitric acid, capped
and iced in the same manner as the first, and shipped by  air  to
the contractor's facility for atomic-absorption metal analysis.

Because  of  subsequent  EPA notification that the acid pH of the
stabilized sample  fell  outside  the  limits  permissible  under
Department   of  Transportation  regulations  for  air  shipment,
stabilization of the second sample in the field was discontinued.
Instead,  this  sample  was  acid-stabilized  at  the  analytical
laboratory.

After  removal  of  the  two 0.95-liter (1-quart) metals aliquots
from the composite sample, the balance of the sample in the 11.4-
liter  (3-gallon)  glass  jug  was  subdivided  for  analysis  of
nonvolatile  organics,  conventional,  and nonconventional param-
eters.  If a portion of  this  7.7-liter  (2-gallon)  sample  was
requested by an industry representative for independent analysis,
a  0.95-liter  (1-quart) aliquot was placed in a sample container
supplied by the representative.

Sample Types 2 (cyanide) and 3 (total phenol) were stored in  new
bottles  which  had  been  iced and labeled,  1-liter (33.8-ounce)
clear plastic bottles for Type 2, and 0.47-liter (16 ounce)  amber
glass for Type 3.  The bottles had been cleaned by  rinsing  with


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distilled  water,   and  the  samples  were preserved as described
below.

To each Type 2 (cyanide) sample,  sodium hydroxide  was  added  as
necessary  to  elevate the pH to 12 or more (as measured using pH
paper).  Where the presence of chlorine was suspected, the sample
was tested for chlorine (which would decompose most of  the  cya-
nide)  by  using  potassium  iodide/starch  paper.   If the paper
turned blue, ascorbic acid crystals were slowly  added  and  dis-
solved until a drop of the sample produced no change in the color
of  the  test  paper.   An  additional  0.6 gram  (6.021 ounce) of
ascorbic acid was added, and the sample bottle was sealed  (by  a
Teflon -lined cap), labeled, iced, and shipped for analysis.

To  each  Type 3 (total phenol) sample, phosphoric acid was added
as necessary to reduce the pH to 4 or less (as measured using  pH
paper).  Then, 0.5 gram (0.018 ounce) of copper sulfate was added
to  kill  bacteria, and the sample bottle was sealed  (by a Teflon
-lined cap), labeled, iced, and shipped for analysis.

Each Type 4 (volatile organics) sample was stored in a new 125-ml
(4.2-ounce) glass bottle that had been rinsed with tap water  and
distilled  water,   heated  to  105°C   (221°F)  for  one hour, and
cooled.  This method was also used to prepare the septum and  lid
for each bottle.  Each bottle, when used, was filled to overflow-
ing,  sealed  with  a Teflon -faced silicone septum  (Teflon  side
down) and a crimped aluminum cap, labeled,  and   iced.   Hermetic
sealing  was  verified  by  inverting and tapping the sealed con-
tainer to confirm the absence of air bubbles.  (If  bubbles  were
found,  the  bottle  was opened, a few additional drops of sample
were added, and a new seal was installed.)   Samples  were  main-
tained hermetically sealed and iced until analyzed.

Wastewater  samples  were  collected in two stages:  screening and
verification.  Ideally, the screening phase  involves  collection
of  samples  from every waste stream in the category.  Pollutants
that were not detected during screening were not  considered  fur-
ther   in the study.  Because of the tight schedule of this study,
there was not time to analyze all of the samples  obtained  during
screening before verification sampling began.  Therefore, verifi-
cation  samples  were analyzed for almost all of  the  toxic pollu-
tants, as  well  as  selected  conventional  and.  nonconventional
pollutants.

Sample  Analysis.   Samples  were  sent  by  air  to  one  of six
laboratories:  Cyrus Wm. Rice  Division  of  NUS  Corporation  of
Pittsburgh,  Pennsylvania;  ARO,  Inc.  of  Tullahoma, Tennessee;
Systems Science and Software   (SSS)  of  San  Diego,  California;
Spectrix  of Houston, Texas; Radian Corporation of Austin, Texas;
and Versar, Inc. of  Springfield,  Virginia.   Screening  samples


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went  to  Rice; there the samples were split for metals analysis.
An aliquot of each metal sample received  by  Rice  was  sent  to
EPA's  Chicago  laboratory  for  ICAP  analysis; Rice retained an
aliquot for atomic absorption spectrophotometry (AA).  Twenty-two
metals were analyzed by ICAP, and five metals  were  analyzed  by
AA, as follows:

                   Metals Analyzed by ICAP

                    Calcium        Copper
                    Magnesium      Iron
                    Sodium         Manganese
                    Silver         Molybdenum
                    Aluminum       Nickel
                    Boron          Lead
                    Barium         Tin
                    Beryllium      Titanium
                    Cadmium        Vanadium
                    Cobalt         Yttrium
                    Chromium       Zinc

                    Metals Analyzed by AA

                           Antimony
                           Arsenic
                           Selenium
                           Thallium
                           Mercury

Many  of  the metals analyzed by ICAP are not classified as toxic
pollutants and are not reported in this document as  such.   They
are considered only because they consume lime and increase sludge
production in wastewater treatment facilities.

Verification  samples  went  to Radian or ARO when metal analysis
was performed by AA.  Since metals analysis of screening  samples
was  complete  before  verification metals analysis began, Radian
analyzed the samples only for metals shown to be  significant  in
the  aluminum forming category or those expected to consume large
amounts of lime.

Some verification samples were sent to System, Science and  Soft-
ware  (SSS),  Spectrix,  Radian,  or Rice, where analysis for the
organic toxic pollutants was done.

Due to their very similar physical and chemical properties, it is
extremely  difficult  to  separate  the   seven   polychlorinated
biphenyls  (pollutants  106 to 112) for analytical identification
and quantification.  For that reason, the concentrations  of  the
polychlorinated  biphenyls are reported by the analytical labora-


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tory in two groups:   one group consists  of  PCB-1242,  PCB-1254,
and  PCB-1221;   the  other  group consists of PCB-1232, PCB-1248,
PCB-1260,  and PCB-1016.   For convenience, the first group will be
referred to as PCB-1254  and the second as PCB-1248.

Because the analytical standard for TCDD was  judged  to  be  too
hazardous  to  be  made   generally  available, samples were never
analyzed for this pollutant.  There is no reason  to  expect  the
TCDD would be present in aluminum forming wastewater.

Past  studies  by  EPA  and  others have identified many nontoxic
pollutant parameters useful in characterizing  industrial  waste-
waters  and in evaluating treatment process removal efficiencies.
Some of these pollutants may also be selected as  reliable  indi-
cators  of  the presence of specific toxic pollutants.  For these
reasons, a number of nontoxic pollutants were  also  studied  for
the  aluminum  forming cate-gory.  These additional pollutants may
be divided into two general groups:

     Conventional	Non conventional

     total suspended solids (TSS)  aluminum
     oil and grease                chemical oxygen demand (COD)
     pH                            phenols  (total)
                                   total organic carbon  (TOO
                                   total dissolved solids (TDS)

In addition, samples were analyzed for calcium, magnesium,  alka-
linity,  and  sulfate  in  order to provide the data  necessary to
evaluate the cost of lime and settle treatment.

The analytical quantification levels used  in  evaluation  of   the
sampling  data  reflect  the  accuracy  of  the analytical methods
employed.  Below these concentrations, the  identification of   the
individual  compounds  is  possible, but quantification  is diffi-
cult.   Pesticides and PCB's can  be  analytically  quantified  at
concentrations  above  0.005 mg/1, and other  organic  toxic levels
above 0.010 mg/1 levels  associated  with   toxic:   metals  are  as
follows:   0.100  mg/1  for antimony; 0.010 mg/1 for  arsenic;  1  x
for cadmium; 0.005 mg/1 for  chromium;   0.009  mg/1   for  copper;
0.010   mg/1  for  cyanide;  0.02  mg/1   for  lead;  0.0001 mg/1  for
mercury; 0.005 mg/1 for nickel;  0.010 mg/1   for  selenium;   0.020
mg/1  for  silver;  0.100  mg/1  for thallium; and 0.050 mg/1  for
zinc.

These detection limits are  not  always the  same as  those  published
in the  proposed development  document,   some  of   which  were   in
error;  nor  are  they  always   the same as  some of  the  detection
limits  published elsewhere  for  these same  pollutants  by  the   same
analytical  methods.    The  detection   limits used  were reported


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with the analytical data and hence are the appropriate limits  to
apply  to  the  data.   Detection  limit variation can occur as a
result of a number  of  laboratory-specific,  equipment-specific,
and  daily  operator-specific factors.  These factors can include
day-to-day differences in machine calibration, variation in stock
solutions, and variation in operators.


Quality Control.   Quality control measures used in performing all
analyses conducted for this program complied with the  guidelines
given  in  "Handbook  for Analytical Quality Control in Water and
Wastewater  Laboratories"   (published   by   EPA   Environmental
Monitoring  and  Support Laboratory, Cincinnati, Ohio, 1976).  As
part of the daily  quality  control  program,  blanks  (including
sealed  samples  of blank water carried to each sampling site and
returned unopened, as well as samples of blank water used in  the
field),  standards,  and  spiked  samples were routinely analyzed
with actual  samples.   As  part  of  the  overall  program,  all
analytical instruments (such as balances, spectrophotometers, and
recorders) were routinely maintained and calibrated.

The  atomic-absorption  spectrometer  used for metal analysis was
checked to see that it was  operating  correctly  and  performing
within  expected  limits.   Appropriate  standards  were included
after not more than 10 samples.  Also, approximately  15  percent
of  the  analyses  were  spiked  with  distilled  water to assure
recovery of the metal of interest.  Reagent blanks were  analyzed
for each metal, and sample values were corrected if necessary.

Historical Data

A  useful  source  of  long-term or historical data available for
aluminum forming plants  are  the  Discharge  Monitoring  Reports
(DMR's)  completed  as a part of the National Pollutant Discharge
Elimination System (NPDES).  DMR's were obtained through the  EPA
regional offices and state regulatory agencies for the year  1982,
and  up  to  the second quarter of 1983 in some cases.  The DMR's
present a summary of the analytical  results  from  a  series  of
samples  taken during a given month for the pollutants designated
in the plant's permit.  In general, minimum, maximum, and average
values, in mg/1 or Ibs/day, are presented for such pollutants  as
total  suspended  solids, aluminum, oil and grease, pH, chromium,
and zinc.  The samples were collected from the plant  outfall(s),
which represents the discharge(s) from the plant.  For facilities
with  wastewater  treatment,  the  DMR's provide a measure of the
performance of the treatment system.  In theory, these data  could
then serve as a basis for characterizing treated wastewater  from
aluminum  forming plants; however, there is no influent to treat-
ment information and too little information on the performance of
the plant at the time the samples were  collected  to  use   these
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data  in  evaluating  the performance of various levels of treat-
ment.  They do serve as a set of data that was used to compare to
the treatment effectiveness concentrations presented  in  Section
VII (p.     ).

PRESENTATION OF WASTEWATER CHARACTERISTICS

To  simplify  the  presentation of the sampling data, tables were
developed that present ranges of concentrations with  the  number
of samples in which each pollutant was found within these ranges.
For  each  waste  stream  a frequency of occurrence table is pre-
sented for  all  129  toxic  pollutants.   For  those  pollutants
detected  above  analytically  quantifiable concentrations in any
sample of that wastewater stream, the actual analytical data  are
presented  in  a  second  table.   Where no data are listed for a
specific day  of  sampling,  it  indicates  that  the  wastewater
samples for the stream were not collected.

The  statistical  analysis of data includes some samples measured
at levels considered not quantifiable.  The base  neutrals,  acid
fraction,  and  volatile organics are considered not quantifiable
at concentrations equal to or less than 0.010 mg/1.   Below  this
level,  organic  analytical  results are not quantitatively accu-
rate; however, the analyses are useful to indicate  the  presence
of  a  particular  pollutant.  Nonquantifiable results are desig-
nated in  the  tables  with  an  asterisk  (double  asterisk  for
pesticides).

When  calculating  averages  from  the  organic sample data, non-
quantifiable results (* or **) were handled as zeros.   Since  an
"*"  or  "**" denotes a small but unquantified amount, it is used
as a zero in calculation of averages to minimize overstatement of
the amount present.  Organics data reported as not detected  (ND)
are  not  averaged, since ND signifies that the pollutant was not
present in the sample.  For example, three  samples  reported  as
ND, *, 0.021 mg/1 would average as 0.010 mg/1.

In  the  following  discussion, water use and field sampling data
are presented for each core operation  by  subcategory.   Discus-
sions  of  the  water  use and discharge rates and field sampling
data for the ancillary operations follow thereafter.  Appropriate
tubing or background blank and source  water  concentrations  are
presented  with  the summaries of the sampling data.  Figures V-l
through V-25 show the location of wastewater  sampling  sites  at
each  facility.  The method by which each sample was collected is
indicated by number, as follows:

     1    one-time grab
     2    24-hour manual composite
     3    24-hour automatic composite


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     4    48-hour manual composite
     5    48-hour automatic composite
     6    72-hour manual composite
     7    72-hour automatic composite
     8     8-hour manual composite
     9     8-hour automatic composite

CORE OPERATIONS UNIQUE TO MAJOR FORMING PROCESSES

Rolling

Roll ing with Neat Oils Spent Lubricant.  As described in  Section
III, the cold rolling of aluminum products typically requires the
use  of  mineral  oil or kerosene-based lubricants.  The oils are
usually  recycled  with  in-line  filtration   and   periodically
disposed  of  by  sale  to  an  oil reclaimer or by incineration.
Because discharge of this stream is not practiced,  limited  flow
data were available for analysis.  Of the 50 plants surveyed that
use  neat  oil  rolling  lubricants,  water  (oil)  use  could be
calculated  for  only  four.   These  data  are   presented   and
summarized  in  Table V-l.  None of the plants provided sufficient
flow data to calculate the degree of  recycle  practiced  or  the
discharge flow of this stream.

Toxic  pollutant  frequency occurence data are presented in Table
V-2.  Wastewater  sampling  data  for  neat  oil  lubricants  are
presented in Table V-3.

Rolling  with  Emulsions Spent Emulsion.  Of the plants surveyed,
29 rolling  operations  were  identified  that  use  oil-in-water
emulsions  as  coolants  and  lubricants.    Rolling emulsions are
typically recycled  using  in-line  filtration  treatment.   Some
plants  discharge  a  bleed stream, but periodic discharge of the
recycled emulsion is more commonly practiced.

Water use, wastewater factors, and percent  recyle  corresponding
to this stream are summarized in Table V-4.

Toxic  pollutant frequency occurrence data are presented in Table
V-5.  Table V-6 summarizes the field sampling data for toxic  and
selected   conventional  and  nonconventional  pollutants.   This
stream is characterized by high levels of COD (79.8 to  1,520,000
mg/1),  TOC  (38.0  to  560,000  mg/1), and phenolic compounds as
measured by total phenolics-4AAP (0.210 to 49.0  mg/1).    Several
toxic  organic pollutants were detected in the spent emulsions at
significant concentrations.  These included several of the  poly-
nuclear aromatic hydrocarbons (PAH) and polychlorinated biphenyls
(PCBs).
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Roll  Grinding  Spent  Emulsion.  The steel rolls used in rolling
operations require periodic machining to remove aluminum  buildup
and  surface  imperfections.  This process is referred to as roll
grinding.  Oil-in-water emulsions are often used as coolants  and
lubricants   during  roll  grinding  operations.   Data  on  roll
grinding spent lubricants from  the  dcp's  and  additional  data
collected  after proposal have been included in the data base for
this waste stream.  Although the available data for  this  stream
are  not  as  extensive  as for other aluminum forming processes,
they did provide a basis  for  the  analysis  of  water  use  and
wastewater  rates  typically associated with roll grinding.  This
information is summarized in Table V-7, along with the degree  of
recycle or disposal mode practiced at the plants.

One  roll  grinding  operation  was  sampled  prior  to1 proposal.
Unfortunately, the sampled facility did  not  use  an  emulsified
lubricant.   Additional  data  gathered  since proposal, however,
include three samples of roll grinding  spent  emulsions.   Toxic
pollutant  frequency occurrence data for the nonemulsified stream
(stream code U-7) and for the three spent emulsions (stream codes
CC-2, EE-11, and EE-12) are presented in Table  V-8.   The  field
sampling  data are summarized in Table V-9.  This waste stream is
characterized by high levels of oil and grease  (11 to 780  mg/1),
suspended  solids  (9.0 to 120 mg/1), total dissolved solids (340
to 2,200 mg/1), and COD (230 to 850 mg/1).

Extrusion

Extrusion Die Cleaning Bath.  As discussed  in  Section  III   (p.
101), the steel dies used in extrusion require frequent dres sing
to ensure the necessary dimensional precision and surface quality
of the product.  The aluminum that has adhered to the die orifice
is  typically  removed  by soaking the die in a caustic solution,
although a few plants indicated that mechanical brush  ing  could
be  used  to  clean  very  simple dies.  Water use and wastewater
values corresponding  to  the  die  cleaning  caustic  bath  were
calculated  for   37  extrusion  plants  for which information was
available.   This  information  is  presented  and  statistically
summarized in Table V-10.

Although  recycle of the caustic solution, as such, is never prac
ticed, periodic discharge of these stagnant baths is common.  For
this reason, water use  (make-up rate) and  wastewater   (discharge
rates)  are  normally   identical.  Variations in  the water use in
caustic die cleaning baths may  result from the  following:

Intricacy and size of the  die  orifice.   Aluminum  alloy  being
extruded.   Concentration  of   caustic  used.    Individual  plant
practices.
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The available  data  are  not  sufficient,  however,  to  analyze
quantitatively the effect of these factors.

Wastewater  samples were collected from three extrusion die clean
ing baths during  the  sampling  program.    Wastewater  data  for
extrusion die cleaning baths are summarized in Tables V-l1  and V-
12.  The wastewater characteristics of this stream are similar to
discharges from cleaning or etching baths.

Extrusion  Die  Cleaning  Rinse.    After  caustic  treatment, the
extrusion dies are rinsed with water.  At some plants,  the  dies
are  simply  hosed  off; at others, a rinse tank is used for this
purpose.  Most of the plants contacted indicated that rinsing was
required to avoid damage  to  the  die  and  the  material   being
extruded.   Water  use and wastewater factors could be calculated
for only nine of the 30 plants.  This  information  is  presented
and  summarized  in  Table V-l3.   Water use does not appear to be
affected by differences in rinsing method (i.e.,  hose  or   rinse
tank).   Other factors, such as the intricacy of the dies,  concen
tration of caustic  used,  aluminum  alloy  being  extruded,  and
individual plant practices, could account for minor variations in
water  use.   The  degree of influence of these factors cannot be
determined from the available data.

Toxic pollutant frequency occurrence data are presented in   Table
V-14.   Table  V-15  summarizes the field sampling data for toxic
and selected conventional and nonconventional pollutants detected
above the analytically quantifiable levels.  This waste stream is
characterized by high concentrations  of  aluminum  (9.0  to  430
mg/1),  dissolved solids (3,200 to 7,200 mg/1),  and low concentra
tions of suspended solids (28 to 120 mg/1)  and  oil  and  grease
(<3.0  to  17  mg/1).   Only five of the toxic organic pollutants
were detected during sampling.

Extrusion Die Cleaning Scrubber Liquor.   Of the plants  surveyed,
two  indicated the use of wet scrubbers associated with their die
cleaning operations.  Wet scrubbers  may  be  required  to  treat
fumes from the caustic die cleaning operation in order to control
air  pollution  emissions  and ensure a safe working environment.
Water use and wastewater factors are calculated  in  Table  V-l6.
Toxic  pollutant frequency occurrence data are presented in Table
V-17.  Table V-18 summarizes the field sampling  data  for   toxic
and selected conventional and nonconventional pollutants detected
above the analytically quantifiable levels.  This waste stream is
characterized  by moderate levels of oil and grease (58 mg/1) and
dissolved solids (330 mg/1).  The toxic  metals,  when  detected,
were present at levels well below their treatability levels.

Extrusion  Press  Scrubber  Liquor.   Of the 163 extrusion plants
surveyed, two plants reported the use of  wet  scrubbers  at  the
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extrusion  presses to remove caustic fumes.  These fumes occur as
a result of cleaning  aluminum  from  extrusion  presses  between
operations.

One  of these plants reported sufficient data for the calculation
of wastewater values.  The scrubber at this  plant  runs  continu
ously  without recycle and has water use and wastewater values of
2,071 1/kkg.  The other plant, while not supplying  enough  infor
mation  to allow calculation of these values, reported that their
scrubber is only run intermittently.  These data appear in  Table
V-19.   This  waste  stream was sampled at only one plant.  Toxic
pollutant frequency occurrence data are presented in Table  V-20.
The  field sampling data are summarized in Table V-21.  As can be
seen in the table, this stream is characterized by low levels  of
suspended solids  (5 mg/1)  and elevated levels of dissolved solids
(360  mg/1).   All  of  the toxic metals were detected well below
their treatability levels.

Extrusion Dummy Block Contact Cooling  Water.   As  described  in
Section III (p.    ), a dummy block is placed between the ram and
ingot  during  the direct extrusion process.  After the extrusion
is complete, the  ingot butt and dummy block are released from the
press.  Typically, the dummy blocks are allowed to air cool;  how
ever, of the 163 extrusion plants, three indicated that water was
used  for  this  purpose.    As can be seen in Table V-22, none of
these plants recycle the cooling water.  Data were  available  to
calculate water use and wastewater discharge rates for two of the
three plants.

Toxic  pollutant  frequency occurrence data are presented in Table
V-23.  Data from wastewater sampling of dummy block cooling water
are presented  in Table V-24.  This waste stream is  characterized
by  elevated   concentrations  of oil and grease (74 mg/1) and dis
solved solids  (50  mg/1).   Only  one  toxic  organic  pollutant
(chloroform)   was detected  (0.08 mg/1).  None of the toxic metals
were detected.

Forging

There are no core waste streams that are unique  to  the  forging
operation.

Drawing

Drawing  with  Neat  Oils   Spent  Lubricant.   Of  the 277 plants
surveyed, 66 draw aluminum  products using  neat  oil  lubricants.
Two  plants avoid discharge of this stream by 100 percent recycle
of the drawing oil.  Most of  the plants dispose of the spent  oil
by   incineration  or  contractor  hauling and did not provide the
flow data required to calculate water  (oil)  use  and  wastewater


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discharge  (oil)  values.   Table  V-25  shows  the water use and
wastewater  values  for  the  plants  that  supplied   sufficient
information for the calculation of these values.

No wastewater samples of spent drawing neat oils were collected.

Drawing  with  Emulsions  o_£ Soaps Spent Emulsion.  Of the plants
surveyed,  nine  draw  aluminum   products   using   oil-in-water
emulsions,  and  four  indicated that soap solutions were used as
drawing lubricants.  Water use and wastewater factors  calculated
for  this  stream are presented and summarized  in Table V-26.  As
can be  seen,  several  plants  recycle  the  emulsions  or  soap
solutions,   then   discharge   them   periodically  after  their
lubricating properties are exhausted.  Review of the  data  shows
that   there   is  considerable  variability  in  the  wastewater
discharge rates.  This  variation  may  be  somewhat  related  to
difference  in  the  dimension  of  wire being drawn.  Wastewater
discharge factors were calculated for seven of the 13 plants.

Toxic pollutant frequency occurrence data are presented in  Table
V-27.   Table  V-28  summarizes  the  field sampling data for the
toxic and selected conventional  and  nonconventional  pollutants
detected  above  analytically  quantifiable  levels.   This waste
stream is characterized by  extremely  high  levels  of  oil  and
grease  (51,540  mg/1)  and the presence of certain toxic organic
pollutants.

Swaging.    Swaging  is   frequently   associated   with   drawing
operations  and  has  been included in the Drawing with Neat Oils
Subcategory.   Swaging is used as an initial step in drawing  with
tube or wire.  By repeated blows of one or more pairs of opposing
dies, a solid point is formed.  This can then be inserted through
the die and gripped for drawing.  In a few cases, swaging is used
in  tube  forming  without  a subsequent drawing operation.  Some
lubricants, such as waxes and kerosene, may be  used  to  prevent
adhesion  of  metal  or  oxide on the dies.  Discharge of swaging
lubricants was not reported by any of the plants surveyed in this
study.

CORE OPERATIONS NOT UNIQUE TO SPECIFIC MAJOR FORMING PROCESSES

Sawing Spent  Lubricant.   Although  sawing  is  associated  with
nearly  all  aluminum  forming  operations, only 12 of the plants
surveyed reported the use of saw oil emulsions.    Because  plants
frequently  failed  to  mention  minor  streams  that are not dis
charged,  the actual number of plants using saw  lubricants may  be
much higher.   The lubricants are frequently recycled and, in most
instances,  discharge from the system is limited to carryover and
disposal  by  contractor  hauling.   Only  three  plants  reported
direct or indirect discharge of saw oils.
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Water  use  and wastewater factors were calculated for plants pro
viding flow and production  data  corresponding  to  the  stream.
These factors are shown and summarized in Table V-29.

Field  samples  of  sawing spent lubricant from three plants were
collected.  The wastewater characteristics of this  waste  stream
are presented in Tables V-30 and V-31.

Degreasinq   Spent  Solvents.   Although  34  solvent  degreasing
operations have been identified from dcp responses, no  discharge
is typically associated with this process.  Vapor degreasing, the
predominant  method  of  solvent cleaning in the aluminum forming
industry, is described in Section III  (p.  113).   A  number  of
toxic  organic  pollutants,  including  trichloroethylene,   1,1,1-
trichloroethane,  and  perchloroethylene,   are   commonly   used
solvents  for  vapor  degreasing.   The  solvents  are frequently
reclaimed by  distillation,  either  on-site  or  by  an  outside
recovery service.

Toxic  pollutant frequency occurrence data are presented  in  Table
V-32.  Field sampling data for cleaning solvent streams   are  sum
marized  in Table V-33.  Besides the presence of volatile organic
pollutants mentioned above, this waste stream is characterized by
high levels of oil and grease  (2,180 mg/1) , COD  (330  rng/1),  and
TOC  (143 mg/1).

Annealing  Atmosphere  Scrubber  Liquor.  As described in Section
III  (p.    ), annealing  is  used  to  soften  work-hardened  and
solution-heat-treated alloys,  to relieve stress, and to stabilize
the  properties  and dimensions of the aluminum product.  In some
cases, it is necessary  to  control  the  atmosphere  within  the
annealing  furnace.   At  elevated  temperatures, the presence of
water vapors can disrupt the oxide film on  the  surface  of  the
product,  especially  if the atmosphere is also contaminated with
ammonia or sulfur compounds.   Inert gas atmospheres can   be  used
within the furnace to avoid possible detrimental effects, such as
blistering,  discoloration, and a decrease in tensile properties.
At most plants, natural gas is burned to generate an  inert  atmo
sphere.   At  one  of  the aluminum forming plants surveyed, flue
gases from the burning of fuel to heat the annealing furnace are
used  as  the  furnace  atmosphere.  Due  to the sulfur content of
furnace fuels, however, the off-gases require  treatment  by wet
scrubbers before they can be used as an  inert atmosphere  for heat
treatment.   The  scrubber  in  use at this plant was reported to
require a relatively large flow of  water  which   is  extensively
recycled   (more  than  99 percent).  The water use and wastewater
values calculated for this stream are shown in Table V-34.

Toxic pollutant  frequency occurrence data are presented  in   Table
V-35.   Table  V-36  summarizes the field sampling data  for  those


                                180

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pollutants detected above analytically quantifiable levels.  This
waste stream is characterized by high levels of sulfates   if  the
furnace fuel has a high sulfur content.

ANCILLARY OPERATIONS

Heat Treatment

Solution  and  Press  Heat Treatment Contact Cooling Water.  Heat
treatment of aluminum products frequently involves the use  of  a
water quench in order to achieve desired metallic properties.  At
the  277  aluminum  forming  plants  surveyed,  88  solution heat
treatment processes were identified that involve water quenching.

The field samples from heat treatment  quenching  processes  have
been  identified  and  compiled according to the aluminum  forming
operation that it follows (i.e., rolling, forging,  drawing,  and
extrusion).    Additional  differentiation  was made between press
and  solution  heat  treatment  of  extrusions.   The  wastewater
streams and the tables which list the water use, percent recycle,
wastewater  values,  frequency of occurrence of toxic pollutants,
and sampling data for toxic and conventional and  nonconventional
pollutants are listed below:
Wastewater Stream
 Water Use,
  Percent
  Recycle,
Wastewater
  Values
   Toxic
 Pollutant
 Frequency
    of
Occurrence
  Field
Sampling
  Data
Rolling Solution Heat        Table V-37
     Treatment Contact Cooling
     Water
Extrusion Press Heat         Table V-40
     Treatment Contact Cooling
     Water
Extrusion Solution Heat      Table V-43
     Treatment Contact Cooling
     Water
Forging Solution Heat        Table V-46
     Treatment Contact Cooling
     Water
Drawing Solution Heat        Table V-49
     Treatment Contact Cooling
     Water
             Table V-38   Table V-39
             Table V-41   Table V-42
             Table V-44   Table V-45
             Table V-47   Table V-48
             Table V-50   Table V-51
The water use factors calculated for this stream were analyzed to
determine if a relationship exists between water use requirements
and  the  type  of products being quenched (extrusions, forgings,
etc.) or the method of heat treatment used  (e.g.,  press  versus
                               181

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solution  heat  treatment of extrusions).   It was determined that
neither of these factors account for the variations in water use.
Heat treatment water requirements are independent  of  the  major
forming process which precedes the heat treatment operation.  The
water requirements are a function of several variables, including
the  mass  and surface area of the aluminum, the time allowed for
cooling, and the temperature gradient.

Since the water use requirements are  independent  of  the  major
forming  process which precedes the operation, it. is assumed that
the pollutant loadings in  the  discharged  wastewater  are  also
independent  and  will  be similar for the various heat treatment
operations.  For regulatory  purposes  the  wastewater  discharge
values  for  all  the  heat treatment operations will be combined
into a single value for all solution  and  press  heat  treatment
operations.

Cleaning or_ Etching Bath.  As described in Section III (p.  112  ),
a variety of chemical solutions are used for cleaning purposes or
to  provide  the  desired  finish  for  formed aluminum products.
These treatments and their associated rinses are usually combined
in a single line of successive tanks.  Wastewater discharged from
these  lines  is  typically  commingled  prior  to  treatment  or
discharge.

The  acid,  alkaline, and detergent solutions used in cleaning or
etching lines are usually maintained as stagnant baths into which
the products are immersed.  Chemicals are added  as  required  to
make up for losses due to evaporation, carryover, and splash-out.
In this survey, most of the plants with cleaning or etching lines
did  not indicate discharge of these chemical dips.  A few plants
reported periodic discharge of  cleaning  or  etching  compounds,
usually  following  treatment.   Other  plants indicated that the
chemical dip is hauled periodically by an outside  contractor  or
disposed  of  on-site.   Water use and wastewater discharge rates
for this stream are presented in Table V-52.

Table V-53 presents the frequency of occurrence  of  toxic  pollu
tants for  this wastewater stream type.  Table V-54 summarizes the
field  sampling  data for those pollutants detected above analyti
cally quantifiable levels.  This waste stream is characterized by
high levels of several of the toxic metals, specifically  copper;
chromium   and  lead; oil and grease  (<1 to  1,900 mg/1); suspended
solids  (1  to 1,100 mg/1); aluminum  (0.300 to  70,000  mg/1);  dis
solved solids  (586 to 284,000 mg/1); and TOC  (1 to 6,260 mg/1).

Cleaning or_ Etching Rinse.  Rinsing  is usually required following
successive  chemical treatments within cleaning or etching  lines.
The most common methods are  spray  rinsing  or  immersion  in   a
continuous-flow  rinse tank.  The number of rinses within a given


                                182

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line varied from plant to plant, depending on the kind of surface
treatment applied.

Water use and wastewater values calculated for  the  cleaning  or
etch  lines  at  aluminum forming plants are shown in Table V-55.
As can be seen, cleaning or etching lines  with  multiple  rinses
tend  to  have  higher  water use and wastewater discharge values
than those with single rinses.  Direct correlations between these
factors cannot be established on the basis of these data.  A more
detailed discussion of factors which could account for variations
in wastewater discharge of this stream is  presented  in  Section
IX.   The percent of recycled rinse water could not be calculated
because of the difficulty in defining the amount of  water  used.
This was caused by countercurrent and stagnant rinses, carryover,
and  other practices peculiar to the cleaning or etching lines in
the aluminum forming category.

Toxic pollutant frequency occurrence data are presented  in  Table
V-56.   Table  V-57  summarizes the field sampling data  for those
pollutants detected above analytically quantifiable levels.  This
waste stream, like cleaning or etching baths, is characterized by
elevated concentrations of the toxic  metals,  copper,   chromium,
and  lead.   In  addition,  nickel  and zinc were present at high
levels in many samples.  Oil and grease and suspended solids were
also present at high levels, but lower relative to the baths,  as
would be expected.

Cleaning  or_  Etching  Scrubber  Liquor.   Of  the 40 plants with
cleaning and etching lines, seven indicated  that  wet   scrubbers
are associated with these operations.  Fumes from caustic or acid
baths  may  require  treatment to control air pollution  emissions
and ensure a safe working environment.  Sufficient flow  data were
available to calculate water use from one of  the  seven  plants,
and  wastewater  values  were  available  from  four of  the seven
plants.  This information is summarized and presented in Table V-
58.

Toxic pollutant frequency occurrence data are presented  in  Table
V-59.   Table  V-60  summarizes the field sampling data  for those
pollutants detected above the analytically  quantifiable  levels.
This  waste  stream  is  characterized by low levels of  contamina
tion, as exhibited by suspended solids at 12 mg/1.

Forging Scrubber Liquor.  Of  the  16  forging  plants   surveyed,
three   indicated   that  wet  scrubbers  were  used  to  control
particulates and smoke generated from the partial  combustion  of
oil-based  lubricants  in  the  forging  process.   Water use and
wastewater discharge rates are summarized in Table V-61.
                               183

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Toxic pollutant frequency occurrence data are presented in  Table
V-62.   Table  V-63  summarizes  the  field sampling data for the
toxic and selected conventional  and  nonconventional  pollutants
detected  above the analytically quantifiable levels.  This waste
stream is characterized by the presence of  eight  toxic  organic
pollutants,  five  of which were polynuclear aromatics.  The five
were present at concentrations ranging from 0.018 to 0.075  mg/1.
High  levels  of  oil  and grease (162 mg/1), COD (349 mg/1), and
dissolved solids (388 mg/1) are also characteristic of this waste
stream.

Casting

Direct Chill  Casting  Contact  Cooling  Water.   Of  the  plants
surveyed,  61  aluminum  forming, 25 primary aluminum plants, and
five plants  in the secondary aluminum subcategory indicated  that
they  cast   aluminum  or  aluminum  alloys using the direct chill
method.   Because the ingot or billet  produced  by  direct  chill
casting  is  used  as  stock for subsequent rolling or extrusion,
this wastewater stream is considered to be  an  ancillary  stream
for the Rolling with Emulsions and Extrusion Subcategories.

Contact  cooling water is used in the direct chill casting method
to spray the ingot or billet as  it drops from the mold  and  then
to quench  it as it is immersed in a cooling tank at the bottom of
the  casting pit.  As described  in Section III  (p.     ), the cool
ing water may be contaminated by lubricants applied to  the  mold
before  and  during  the  casting process.  Some plants discharge
this cooling water stream without recycle,  but  it  is  commonly
recirculated  through  a  cooling tower.  Even  with recycle, peri
odic discharge or the discharge of a continuous bleed  stream   is
required to  prevent  the accumulation of dissolved solids.  Of the
48  aluminum forming plants for which  information was available,
30 recycle the contact cooling water stream used in direct   chill
casting.   The  average  recycle  rate  at these plants was 96 per
cent, but  the reported values ranged between 50 and  IOC percent.

The  calculated water use, percent recycle and   wastewater  values
corresponding  to  direct  chill casting cooling water streams  at
aluminum forming plants are presented  in Table  V-64.   The   calcu
lated  water use,   percent,  recycle,   and  wastewater values for
primary aluminum and secondary aluminum plants  with  direct   chill
casting operations are presented in Table V-65.

Toxic  pollutant frequency occurrence  data are  presented  in  Table
V-66.  The field sampling  data  for   those  pollutants   detected
above analytically quantifiable  levels  are summarized  in  Table  V-
67.   This   waste  stream  is  characterized   by  the  presence  of
certain  toxic organic pollutants at   levels  ranging   from   0.500
mg/1  to   below the  level  of detection.   It  is  also  characterized


                                184

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by elevated levels  of  oil  and  grease  (5  to  214  mg/1)  and
suspended solids (<1 to 220 mg/1).

Continuous  Rod  Casting  Contact  Cool ing  Water.    Three of the
aluminum forming plants surveyed in  this  study  use  continuous
casting  methods  to manufacture aluminum rod for subsequent draw
ing.  Four plants from the primary aluminum  subcategory  of  the
nonferrous  metals  forming  category  also  have  continuous rod
casting operations.  This process, also referred to  as  Properzi
or wheel casting, is described in Section III (p.    ).  Although
the  cooling water associated with continuous rod casting is, for
the most part, noncontact, some contact  with  the  freshly  cast
aluminum  bar  as  it leaves the ring mold is difficult to avoid.
For this reason, the cooling water used in continuous rod casting
operations is classified as an ancillary stream  associated  with
the  Drawing  with  Neat Oils and Drawing with Emulsions or Soaps
Subcategories.

Water use and wastewater factors  corresponding  to  this  stream
could  be  calculated  for  only  one of the aluminum forming con
tinuous rod casting plants.  At this facility no recycle  of  the
cooling  water  was  practiced.   Water  use and wastewater rates
could not be calculated for  the  other  aluminum  forming  plant
known  to  recycle  and  periodically discharge this stream.  The
other plant indicated that contact cooling water  was  not  used.
This  information is presented in Table V-68.  Water discharge of
this waste  stream  was  reported  from  three  primary  aluminum
plants.   All  plants  reported  recycle  of  this  waste stream;
however, only two reported  enough  information  to  calculate  a
discharge flow.  This information is presented in Table V-69.

No  field  samples  of  this cooling water stream were collected.
Because of the similarities in raw materials used,  water usage in
the processing steps, and product characteristics,  it is  assumed
that the wastewater characteristics of this stream are similar to
those  of  the  direct  chill casting contact cooling water waste
stream.  These data are presented in Tables V-66 and V-67.

Continuous Rod Casting Spent Lubricant.  As discussed in  Section
III  (p.  107),  in  continuous  casting operations, oil-in-water
emulsions are used as lubricants.  Both of the rod casting plants
providing information practiced total  recycle  of  this  stream,
although  one  aluminum  forming  plant  indicated  that periodic
disposal was required.  Sufficient flow and production data  were
not available to calculate water use or wastewater flows for this
stream.  Some recycle information is presented in Table V-60.

No  continuous  rod  casting  lubricant  field  samples  were col
lected.  Because of  the  similarities  in  raw  materials  used,
lubricant  usage  in  the processing steps, and the nature of the


                               185

-------
lubricants used in the continuous rod casting  operation,  it  is
assumed  that the wastewater characteristics of this waste stream
are similar to those of the rolling with emulsions spent emulsion
waste stream.  These data are presented in Tables V-5 and V-6.

Continuous Sheet Casting Spent  Lubricant.   Of  the  277  plants
surveyed  in  the  aluminum forming study, 11 cast aluminum sheet
products using  continuous  techniques  such  as  the  Hunter  or
Hazelett  methods.   No  plants  in the primary aluminum industry
reported  casting  aluminum  sheet  products   using   continuous
methods.   While  continuous  sheet  or  strip  casting uses only
noncontact cooling water, a few plants indicated that  lubricants
were  required  for  the  associated  rolling line.  Oil-in-water
emulsions, graphite solutions, and aqueous solutions of  magnesia
can  be  used  for  this  purpose.   Of  the plants surveyed, six
reported the use of lubricants in their continuous sheet  casting
operations.   The  lubricants were always recycled and two of the
plants indicated  that  periodic  disposal  of  this  stream  was
required.   Water  use  and  wastewater  rates of this stream are
shown for these two plants and for a third plant  which  did  not
indicate  the  discharge  mode  in  Table V-71.  Two other plants
reported periodic disposal of the lubricant, but provided no flow
data.  Six additional facilities with  continuous  sheet  casting
did not indicate the use of a rolling lubricant.

No  wastewater  samples were collected from continuous sheet cast
ing operations.  Because of the similarities in the raw materials
used, lubricant usage in the processing steps, and the nature  of
the  type of lubricant used in this operation, it is assumed that
the wastewater characteristics of this waste stream  are  similar
to  those  of  the  rolling  with  emulsions spent emulsion waste
stream.  These data are presented in Tables V-5 and V-6.

Stationary Casting.  In stationary casting,  molten  aluminum  is
poured  into  specific shapes for rolling and further processing.
It was observed that in 14  plants,  this  is  done  without  the
discharge of any contact cooling water.  Frequently, the aluminum
is allowed to air cool and solidify.  Often, the stationary molds
are  internally  cooled  with  noncontact cooling water.  In some
plants, a small amount of water or mist is applied to the top  of
the stationary cast aluminum to promote more rapid solidification
and allow earlier handling.  In most cases, contact cooling water
is either collected and recycled or it evaporates.

Degassing   Scrubber   Liquor.    The  purpose,  variations,  and
limitations of metal  treatment  technologies  are  described  in
Section   III (p.  105).  While the wastewater sampling program was
in progress, two of the plants  visited  had  wet  air  pollution
control  devices  cleaning the degassing fumes.  Since that time,
the plant that was sampled replaced the wet  scrubbers  with  dry


                               186

-------
devices.   Only  one  of  the  80  plants with casting operations
surveyed in  this  study  continues  to  use  wet  air  pollution
controls  in  association  with  their metal treatment operations
prior to casting.  Sufficient data were not available  from  this
plant,  however, to calculate the water use or wastewater flow of
this stream.  There have been four plants that have gone  to  the
alternative  degassing  air  pollution  control methods since the
draft document was written.  Four plants in the primary  aluminum
subcategory  reported  using  wet air pollution controls in their
metal treatment  operations.   Three  of  these  plants  provided
information  on water use and wastewater flows.  This information
is presented in Table V-72.

Toxic pollutant frequency occurrence data are presented in  Table
V-73.   Table  V-74  summarizes the field sampling data for those
pollutants detected above analytically quantifiable levels.  This
wastewater  is  characterized  by  slightly  elevated  levels  of
suspended solids (<38 mg/1).

Extrusion Press Hydraulic Fluid Leakage

The  extrusion of hard alloy aluminum frequently requires the use
of an extrusion press hydraulic fluid, which is typically an oil-
in-water emulsion.   Table V-75 presents the wastewater  discharge
data on five extrusion press leakage streams.  Discharges of this
stream  range from 258 1/kkg to 2,554 1/kkg, with two plants prac
ticing recycle.

Wastewater samples of extrusion press leakage were  collected  at
one  plant during the post proposal sampling effort.  Toxic pollu
tant frequency of occurence data are presented in Table V-76  and
sampling  data are presented in Table V-77.  This waste stream is
characterized by elevated levels of oil and grease (490 to  7,300
mg/1).

Additional Wastewater Samples

Table  V-78  presents  the  field sampling data for all raw waste
samples not previously presented.  These  samples  represent  com
bined wastewater streams, miscellaneous waste streams, or streams
not  considered  in  the  scope  of  this regulation.   Table V-79
presents wastewater  discharge  flow  data  for  four  plants  on
miscellaneous nondescript wastewater flows.

TREATED WASTEWATER SAMPLES

Tables  V-80 through V-95 present the field sampling data for the
treated wastewater from 16 of the  25  sampled  plants.    Treated
wastewater  data  for some of these plants were incorporated into
the  larger data base which was used to  determine  the  treatment


                               187

-------
effectiveness  for  different  control systems.  The treatability
limits selected for the  aluminum  forming  control  options  are
presented  in  Section  VII  (Control  and  Treatment Technology)
(Table VII-20,  p.  807).

Most of the treated wastewater streams  analyzed  were  collected
after  some  form  of oil separation (Streams D-15, E-8, and U-3)
and emulsion breaking process (Streams B-7, C-9, E-9,  P-7,  U-9,
AA-7,  and  EE-6)   (see  Figures V-l through V-25).  As expected,
these streams showed lower concentrations of oil and grease (<100
mg/1) than found in the influent raw waste streams.  In addition,
one stream (Stream B-8)   was  sampled  after  an  ultrafiltration
process  which  removes  a large percentage of the oil and grease
from the raw  waste.    Also,  samples  collected  after  settling
ponds,  lagoons, or clarifiers (Streams D-4, E-ll, J-6, K-5, Q-4,
AA-7, BB-12,  DD-16, and EE-8) showed reduced levels of  suspended
solids.  Lime and settle system effluents  (Streams D-14, K-5, and
EE-8)  had  toxic metal concentrations below the detection limits
for most of the toxic metals.
                                188

-------
                            Table V-1

             ROLLING WITH NEAT OILS  SPENT  LUBRICANTS
  Plant

    1
    2
    3
    4
W;_,ter
1/kkg
10.1 7
4.586
4.753
3. 144
Use
gal/ton
2.440
1 . 100
1 . 140
0.7540
Percent
Recycle
   Wastewater
1/kkg     gal/ton
3.144
0. 1 7
5.666
4.670
4 of
0.7540
2.440
1.359
1 . 120
50 plants
                         *
                         *
                         *
*Data not available.

Statistical Summary

Minimum
Maximum
Mean
Median
Sample:

Note:  Table does not include 46 plants which provided  insuffi
       cient information to calculate water use and wastewater
       values.
                               189

-------
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                            Table V-4
              ROLLING WITH EMULSIONS SPENT  EMULSION
Plant

  1
  2
  3
  4
  5
  6
  7
  8
  9
 10
 11
 12
 13
 14
 15
 16
 17
 18
 19
 20
 21
 22
 23
 24
 25
 26
 27
 28
 29
 30
 31
 32
     Water Use
 I/kkg     gal/ton
 60.46
   *
   *
   *
   *
   *
   *
   *
   *
   *
30,600
54,870
   *
41 ,110
   *
76,340
   *
   *
   *•
   *
   *
   *
 14.50
   *
   *
   *
   *
   *
   *
   *
   *
   *
 7,340
   *
13,160
   *
 9,860
   *
18, 310
   *
   *
   *
Percent
Recycle

  * (P)
  * (P)
  * (P)
 99 (B)
  * (P)
  * (P)
  * (P)
  * (P)
  * (P)
  * (P)
  * (P)
  * (P)
  * (P)
  * (P)
  * (P)
100 (P)
  * (P)
  * (P)
 97 (B)
  * (P)
  *
 85 (B)
  *
100 (P)
100 (P)
  * (P)
  *
                            Wastewater
                         1/kkg     gal/ton
0. 3344
0.391 9
0.5879
0.6046
0.6404
0.6671
1.376
2.039
3.919
4.837
5.045
6.921
7.255
12.63
15.05
23.35
28.13
50.87
89.39
181.4
197.8
228.6
304.4
344.4
352.2
0.0802
0.0940
0. 1410
0.1450
0.1536
0. 1600
0.3300
0.4890
0.9400
1. 160
1.210
1 .660
1 .740
3.030
3.610
5.600
6.746
12.20
21 .44
43.50
47.43
54.82
73.00
82. 60
84.48
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              *
                                    *
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                                    *
                          *
                          *
                          *
                          *
                          *
 *Data not available.
P Periodic discharge.
B Bleed discharge.

Statistical Summary
Minimum
Maximum
Mean
Median
Sample:
60.46
76,340
40, 600
41, 110
5 of 29
14. 50
18,310
9,737
9,860
plants
                                             0.3344
                                           352.2
                                            74. 51
                                             7.255
                                                0.0802
                                               84.48
                                               17.87
                                                1.740
                                             25  of  29  plants

Note:  Three plants discharge  from both  hot  and cold  rolling
       operations which appear separately  in  this  table.
                              196

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                            Table V-7

                  ROLL GRINDING SPENT LUBRICANT
Water Use
Plant
1
2
3
4
5
6
7
8
9
1/kkg
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*
*
*
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gal/ton
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Percent
Recycle
100
100
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P
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P
P
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1/kkg
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0.15
0.6779
0.93
7.659
18.00
*
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gal/ton
0
0
0.036
0.1626
0.22
1.837
4.317
*
*
*Sufficient data not available to calculate these values.

P Total recycle with periodic discharge.

Statistical Summary
Minimum
Maximum
Mean
Median
Sample:
Nonzero Mean
Sample:
 0          0
18.00       4.317
 3.917      0.939
 0.6779     0.1626
   7 of 9 plants
 5.5        1.3
   5 of 9 plants
                                210

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                            Table V-10

                   EXTRUSION DIE CLEANING BATH
  Plant

    1
    2
    3
    4
    5
    6
    7
    8
    9
   10
   1 1
   12
   13
   14
   15
   16
   1 7
                Water Use
            l/kk%     gal/ton
               Percent
               Recycle
                           Wastewater
                        1/kkg     gal/ton
  *
51 .87

 0.2506

 2.472
  *
 2.811
 4.009
 5.833
12.52
13.90
13.99
  *
39.68
53.45
 9.957
      *
   1 2.44
      *
    0.0601
                       0.5929
                         *
                       0.6742
                       0.9615
                         399
                         003
                         333
    1 ,
    3.
    3.
                       3.356
                         *
                       9.517
                      1 2.82
                       2.388
              **
              **
              **
              **
              •**
              **
              **
              **
              **
              **
              ifif
              **
              **
              **
              **
              **
                                              0
                                              0
                                              0
                                              0.2506
                                              0.69
 2,
 2.
 2,
 3.
 5,
   060
   66
   811
   341
   833
12.52
13.90
13.99
16.6
39.68
53.45
 0
 0
 0
 0.0601
 0.17
 0.4941
 0. 64
 0.6742
 0.8013
   399
   003
 3.333
 3.356
 4.0
 9.517
12.82
1 ,
3,
 *Data not available.
**Not applicable.

Statistical Summary
Minimum
Maximum
Mean
Median
Sample:
Nonzero
 Mean
Sample:
Nonzero
             0.2506
            53.45
            17.56
            1 1 .24
             12 of
            17.56
37
 0.0601
12.82
 4.212
 2.696
plants
 4.212
             12 of 37 plants
            17.56      4.212
 Mean (Proposal)
Sample:       12 of 37 plants
                           0
                          53.45
                          10.49
                           3.076
            0
           12.82
            2.52
            0. 738
 16 of 37 plants
12.9        3. 1

 13 of 37 plants
14.79       3.546

 10 of 37 plants
Note:  Table does not include 23 plants which provided  insuffi-
       cient information to calculate water use and wastewater
       values.
                                 220

-------
                            Table V-11

                   EXTRUSION DIE CLEANING RINSE
  Plant

    1
    2
    3
    4
    5
    6
    7
    8
    9
   10
         Water Use
     1/kkg     gal/ton
     0.7025
     4.
     5.
    009
    833
  8.285
  9.957
 11.78
    *
 53.45
155.6
 0.
 0.
 1 .
 1 .
 2.
 2.

12.
1685
9615
399
987
388
826
*
82
               37.33
 *Data not available.
Statistical Summary
Minimum
Maximum
Mean
Median
Sample:
Nonzero
 Mean
Sample:

Note:
0.7025
155.6
31.21
9.121
8 of 30
31 .21
0.1685
37.33
7.485
2. 188
plants
7.485
      8 of 30 plants
Percent
Recycle

 100
   0
   *
   0
   0
   0
   0
   *
   0
   *
                                       Wastewater
                                    1/kkg     gal/ton
  0
  0.7025
  3.341
  5.833
  8.285
  9.957
 11.78
 18.65
 53.45
118.6
                                       0
                                     118.6
                                      23.06
                                       9.121
 0
 0.1685
 0.8013
   399
   987
   388
   826
 4.473
12.82
28.44
1 .
1 .
2,
2.
                                               0
                                              28.44
                                               5.530
                                               2.188
                                     10 of 30 plants
                                   25.62       6.145

                                      9 of 30 plants
Table does not include 20 plants which provided insuffi-
cient information to calculate water use and wastewater
values.
                                 221

-------
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                            Table V-16

              EXTRUSION DIE CLEANING SCRUBBER LIQUOR
Plant
1
2
Water Use
1/kkg gal/ton
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292.2 70.08
Percent
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0
0
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292.2 70.08
Statistical Summary

Mean        275.5      66.08                  275.5      66.08
Sample:      2 of 2 plants                     2 of 2 plants
                                 235

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-------
                            Table V-19



                 EXTRUSION PRESS SCRUBBER LIQUOR
Plant
1
2
Water Use
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2,071
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496.7
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Sample:       1  of 2 plants                      1  of 2 plants
                               241

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                            Table V-22

           EXTRUSION DUMMY BLOCK CONTACT COOLING WATER
Plant
1
2
3
Water Use
1/kkg gal/ton
2,072
2,172
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521.0
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0
0
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2,172 521.0
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*Data not available.

Statistical Summary

Mean        2,122      509.0
Sample:       2 of 3 plants
2,122      509.0
 2 of 3 plants
                               247

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-------
                            Table V-25

              DRAWING WITH NEAT OILS SPENT LUBRICANT
  Plant

    1
    2
    3
    4
    5
                Water Use
            1/kkg     gal/ton
              *
              *
              *
              *
            5.879
  *
  *
  *
1 .410
Percent
Recycle

  100
  100
   *
   *
   *
*Data not available.

Statistical Summary

Minimum
Maximum
Mean
Median
Sample:
Nonzero Mean
Sample:
                          Wastewater
                       1/kkg     gal/ton
0
0
5.420
8.147
0
0
1 . 300
1.954
                                              0          0
                                              8.147      1.954
                                              3.392      0.8135
                                              2.710      0.6500
                                               4 of 66 plants
                                              6.784      1.627
                                               2 of 66 plants

Note:  Table does not include 61 plants which provided insuffi-
       cient information to calculate water use and wastewater
       values.
                            253

-------
                            Table V-26

          DRAWING WITH EMULSIONS OR SOAPS SPENT  EMULSION
                Water Use
  Plant     1/kkg     gal/ton
1
2
3
4
5
6
7
8
9
10
1 1
12
13
*
*
*
*
*
*
*
1 ,072,000
*
*
*
*
*
*
*
*
*
*
*
*
257,100
*
*
*
*
*
Percent Wastewater
Recycle 1/kkg gal/ton
*
P
P
P
P
*
99 P
0
*
*
*
*
*
0
3.377
11 .72
26.18
260.6
1 ,084
1,113
1,072,000 257,
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0
0.8100
2.810
6.279
62. 50
260.0
267.0
100
*
*
*
*
*
 *Data not
P Periodic
   available.
   discharge.
Statistical Summary

Minimum
Maximum
Mean
Median
Sample:
Nonzero Mean
Sample:
Nonzero
Sample:
                                        0
0
Mean with Recycle
\j
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90

                               254

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-------
                            Table V-29

                      SAWING SPENT LUBRICANT
  Plant

    1
    2
    3
    4
    5
    6
    7
    8
    9
   10
   1 1
   12
    Water Use
1/kkg     gal/ton
0.5212
  *
  *
  *
1.438
  *
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  *
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Recycle

   0
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 0
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19.
4586
6671
167
438
379
14
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0.
1,
*Sufficient data not available to calculate  these  values.

Statistical Summary

Minimum
Maximum
Mean
Median
Sample:
Nonzero Mean
Sample:
01 1 0
1600
2800
3450
530
4.590
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              *
              *
0
19. 14
4. 119
1. 167
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4.807
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0
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0.9880
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1 . 153
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                            Table V-37

      ROLLING SOLUTION HEAT TREATMENT CONTACT COOLING WATER
  Plant

    1
    2
    3
    4
    5
    6
    7
    8
    9
   10
Statistical Summary
         Water Use
     1/kkg     gal/ton
*
41.59
67.54
*
2, 110
2,585
*
*
52,950
145,100
*
9.974
16.20
*
506.0
620.0
*
*
12,700
34,800
Minimum
Maximum
Mean
Median
Sample:
Nonzero
 Mean
Sample:

Note:
       41.59
    9.974
  145,100     34,800
   33,810      8,109
    2,347        563.0
      6 of 9 plants
   33,810
8, 109
      6 of 9 plants
            Percent
            Recycle

              100
              100
                0
               *
                0
                0
                0
                0
               *
               *
    Wastewater
 1/kkg     gal/ton
                                          0
                                          0
                                         20.01
                                       ,478
                                       ,110
                                      2,585
                                         *
                                         *
                                         *
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1,
2,
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354.4
506.0
620.0
 *
 *
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 *
    0          0
2,585        620.0
1,032        247.5
  748.8      179.6
   6 of 9 plants
1,548        371.3

   4 of 9 plants
This table includes data from one plant which discharges
from two rolling heat treatment operations.
                              280

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                            Table V-40

       EXTRUSION PRESS HEAT TREATMENT CONTACT COOLING WATER
1

1,









1,
26,
2,
2,
2,
3,

5,
10,
16,
21,
25,
28,





Water
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*
924
76.30
80.05
833.9
113.0
116.7
433.6
554.5
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*
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600
522
668
831
185
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700
890
850
690
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Use
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*
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18.
19.
200.
27.
28.
104.
133.
*
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6,380
605.
640.
679.
764.
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2,580
4,076
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6,200
6,880
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100
100
100
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0
0
0
0
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0
92
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    2
    3
    4
    5
    6
    7
    8
    9
   10
   1 1
   12
   13
   14
   15t
   16
   17
   18
   19
   20
   21
   22
   23
   24
   25
   26
   27
   28
   29
   30
*Data not available.
tComblnation of two presses.

Statistical Summary

Minimum       76.30       18.30
Maximum   28,690       6,880
Mean       7,676       1,841
Median     2,596       622.5
Sample:    20 of 29 plants
Nonzero    7,676       1,841
 Mean
Sample:    20 of 29 plants
     0
28,690
 5,299
 1,768
   25 of
 6,021
29
              0
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          1,271
            424.0
         plants
          1 ,444
22 of 29 plants
Note:  This table includes data from one plant which discharges
       from two extrusion press heat treatment operations.
                                288

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                            Table V-43

     EXTRUSION SOLUTION HEAT TREATMENT CONTACT COOLING WATER
  Plant

    1
    2
    3
    4
    5
    6
    7
    8
    9
   10
   11
   12
   13
   14
   15
   16
   17
   18
   19
   20
   21
   22
   23
   24
   25
   26
   27
*Data not available.

Statistical Summary
Water Use
1/kkg gal/ton
*
161,
9,
*
1,
41,
39,
2,
41,
3,
5,
8,
7,
10,
15,
*
*
*
*
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*
*
*
*
*
4,
800
631
268
420
690
635
690
394
003
547
130
730
680











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2,

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10,

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*
800
310
*
304.0
933
520
632.0
000
81 4.0
200
050
710
573
760
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*
*
*
*
*
*
*
*
*
*
190
Percent
Recycle
I
100
100
91
100

0


99
80

0
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*




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*

*

*
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0
0
0
0
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0
0
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0

1
2
3
3
5
6
7
10
15
30
44










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9
9
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9
9
9
9
9
9
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*
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0
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993
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381
003
421
130
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680
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573
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590
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Minimum
Maximum
Mean
Median
Sample :
Nonzero
Mean
Sample:
1 , 268
1 61 ,800
25, 250
9,089
14 of 27
25,250

14 of 27
304.0
38,800
6,057
2,180
plants
6,057

plants
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                                             7,901      1,895
                                             3,056        733.0
                                              17 of 27 plants
                                            10,330      2,478

                                              13 of 27 plants
                                299

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                            Table V-46

      FORGING SOLUTION HEAT TREATMENT CONTACT COOLING WATER
                Water Use
  Plant     1/kkg     gal/ton
1
2
3
4
5
6
7
8
9
10
11
12
833.9
1,151
2,956
2,502
3,235
4,169
21 , 120
32,230
*
*
*
*
200.0
276.0
709.0
600.0
776.0
1 ,000
5,065
7,730
*
*
*
*
*Data not available.

Statistical Summary
Minimum
Maximum
Mean
Median
Sample:
Nonzero
 Mean
Sample:
   833.9
32,230
 8,524
 3,096
  200.0
7,730
2,045
  742.5
  8 of 12 plants
 8,524      2,045

  8 of 12 plants
Percent
Recycle
0
0
*
0
0
0
0
0
*
0
*
Was
1/kkg
0
1,109
2,148
2,502
3,235
3,752
21, 120
32,230
32,320
*
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tewater
gal/ton
0
266.0
515.2
600.0
776.0
900
5,065
7,730
7,752
*
*
                                     0
     0          0
32,320      7,752
10,940      2,623
 3,235        776.0
   9 of 12 plants
12,300      2,951

   8 of 1 2 plants
                              307

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                            Table V-49

      DRAWING SOLUTION HEAT TREATMENT CONTACT COOLING WATER
  Plant

    1
    2
    3
    4
    5
    6
    7
    8
    9
   10
   11
*Data not available.

Statis t ical Summary
Water Use
1/kkg
13,430
119.2
496.2
921 .4
3,002
*
*
*
*
*
*
gal/ton
3,220
28.60
119.0
221.0
720.0
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*
*
*
*
*
Percent
Recycle
95
0
0
0
0
*
*
87.5
*
*
*
Wastewater
1/kkg
0
119.2
328.1
921.4
3, 002
27,850
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*
*
*
*
gal/ton
0
28.60
78.70
221 .0
720.0
6,680
*
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*
*
*
Minimum
Maximum
Mean
Median
Sample:
Nonzero
Mean
119.
13,430
3,593
921.
5 of
3,593

2


4
1 1


28.6
3,220
861.7
221.0
plants
861.7

Sample:
5 of 11  plants
     0         0
27,850     6,680
 5,370     1,288
   624.8     149.9
  6 of 11  plants
 6,446     1,546

  5 of 11  plants
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-------
                            Table V-52

                     CLEANING OR ETCHING BATH
Plant

  1
  2
  3
  4
  5
  6
  7
  8
  9
 10
 1 1
 12
 13
 14
 15
 16
 1 7
 18
 19
 20
 21
 22
 23
 24
    Water Use
1/kkg    gal/ton
          Recycle
              Wastewater
           1/kkg    gal/ton
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
  *
 *Data not available
**Not applicable.

Statistical Summary

Minimum
Maximum
Mean
Median
Sample:
Nonzero Mean
Sample:
Nonzero Mean
  (Proposal)
Sample:
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
**
0
0
0
0
0
0
0
0
0.9
1.430
5.816
8.406
9.498
28.35
38.0
69.0
121 .0
156.0
192.4
280.0
346.4
355.0
446.5
800.5
0
0
0
0
0
0
0
0
0.22
0.3430
1.395
2.01 6
2.278
6.800
9.0
1 7.0
29.0
51.5
46.15
67.0
83.08
85.0
107.1
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                                     8.95
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                                   28.33
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                                    24 of 24 plants
                                   178.7       42.9
                                    16 of 24 plants
                                   204.4       49.02

                                     9 of 10 plants
                           326

-------
                      Table V-52  (Continued)

                     CLEANING OR  ETCHING BATH
Note:  This table includes only plants that discharge  or haul
       away the baths and provided enough data  for  calculation  of
       the wastewater value.

Note:  This table individually lists data from  four plants which
       have both cleaning and etch line bath discharges.
                            327

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        Table V-55



CLEANING OR  ETCHING  RINSE
Water Use
Plant
1
2
3
4
5
6
7
8
9
10
1 1
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
1/kkg
21,180
15,800
*
*
8,339
*
102.1
*
*
400.3
500.3
5,003
9,727
141,600
1,063
3,490
*
1 ,313
2,377
*
1,780
*
2, 224
*
*
*
50,030
5,212
*
*
*
10,670
*
*
16, 120
41 ,690
*
23,520
*
*
*
gal/ton
5,080
3,790
*
*
2,000
*
24.49
*
*
96.00
120.0
1 ,200
2,333
33,970
255.0
837.0
*
315.0
570.0
*
427.0
*
533.3
*
*
*
12,000
1 ,250
*
*
*
2,560
*
*
3,865
1 0,000
*
5,640
*
*
*
Percent
Recycle
*
*
*
*
*
*
0
*
*
0
0
*
94.3
99.6
0
*
*
0
*
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*
*
*
*
90.0
0
*
*
*
0
*
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0
50.0
*
0
*
*
*
Wastewater
I/kkg
1.430
2.635
14.48
61 .00
80.05
98.97
102.1
143.8
178.0
333.6
500.3
500.3
558.3
600.0
938.1
1 , 163
1,227
1 ,313
1,591
1 ,692
1, 780
1 ,853
2, 110
2,330
3,386
3,519
5,003
5,212
5,653
5,683
9,795
10,670
11 , 525
14,480
16, 120
20, 850
23, 350
23,520
36, 390
43,950
63, 920
gal/ton
0.3430
0.6320
3.472
14.63
19.20
23.7
24.49
34.5
42.70
80.00
120.0
120.0
133.3
143.9
225.0
279.0
294
315.0
381.6
406
427.0
445
506.0
558.8
812.6
844
1 ,200
1 ,250
1,356
1 ,363
2,350
2,560
2, 765
3,473
3,865
5,000
5,600
5,640
8, 727
10,540
15,330
            349

-------
                      Table V-55 (Continued)

                    CLEANING OR ETCHING RINSE
               Water Use
 Plant     1/kkg     gal/ton
42
43
44
75,430
89,350
250,200
18,090
21,430
60,000
*Data not available.

Statistical Summary

Minimum      102.1       24.49
Maximum  250,000     60,000
Mean      32,380      7,766
Median     9,033      2,167
Sample:
24 of 30 plants
Percent Wastewater
Recycle 1/kkg gal/ton
0
0
0
75,430
89,350
125, 100
18,090
21 ,430
30,000
                                     1.430
                               125,100
                                13,912
                                   982
1
    0.3430
30,000
 3,338
   476
  44 of 44 plants
Note:  This table individually lists data from six plants which
       have both cleaning and etch line rinse discharges.
                               350

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                            Table V-58

               CLEANING OR ETCHING  SCRUBBER  LIQUOR
  Plant

    1
    2
    3
    4
    5
    6
    7
    Water Use
1/kkg     gal/ton
           Percent
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  *
11,460
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0
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*Data not available.

Statistical Summary

Minimum
Maximum
Mean
Median
Sample:
            Wastewater
         1/kkg     gal/ton
1,
1,
12,
47,



880
985
002
780
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451 .
476.
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                            Table V-61

                     FORGING SCRUBBER LIQUOR
  Plant

    1
    2
    3
    4
    Water Use
1/kkg     gal/ton
  *
  *
5,937
  *
  *
1,424
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Percent
Recycle

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   28.85
  159.7
4,453
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 *Data not available.
P Periodic discharge.

Statistical Summary

Minimum
Maximum
Mean
Median
Sample:
                                  28.85
                               4,453
                               1,547
                                 159.7
                                     3 of
    6.920
   38.31
1,068
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                                1,068
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                                   38.31
                               4 plants
                                397

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                                                                             403

-------
                            Table V-64

            DIRECT CHILL CASTING CONTACT COOLING WATER
                    (ALUMINUM FORMING PLANTS)
Plant

  1
  2
  3
  4
  5
  6
  7
  8
  9
 10
 11
 12
 13
 14
 15
 16
 17
 18
 19
 20
 21
 22
 23
 24
 25
 26
 27
 28
 29
 30
 31
 32
 33
 34
 35
 36
 37
 38
 39
 40
 41
Water
1/kkg
*
*
2,743
*
*
*
*
*
8.339
82,050
105,000
86,430
82,640
908.9
30,670
37,530
31 ,340
392.8
*
*
73,800
31 ,440
3,819
14,090
35,320
36,980
177,900
70,880
62,960
72,130
43,360
3,394
*
5,041
*
9,089
9,506
23,060
28,390
35,500
52,540
Use
gal /ton
*
*
658.0
*
*
*
*
*
2.000
19,680
25,190
20,730
19,820
218.0
7,355
9,000
7,516
94.20
*
*
17,700
7,540
916.0
3,380
8,470
8,870
42,670
17,000
1 5,100
17,300
10,400
814.0
*
1,209
*
2,180
2,280
5,530
6,810
8,514
12,600
Percent
Recycle
100
100
50
97
100
100
100
100*
100
99
99
100
99
0
98
97
99
0
*
*
97
98
0
93
94
97
99
96
96
94
92
0
*
0
*
0
0
0
0
0
0
Wastewater
1/kkg
0
0
0
0
0
0
0
0
0
0.2989
0.3252
0.4169
0.4169
120.9
150.1
250.2
313.4
392.8
496.2
514.5
612.9
629.6
779.7
963.1
1,113
1 , 167
1 ,483
1 ,534
1 ,955
2,397
2,753
3,002
4,003
5,041
5,337
9,089
9,506
16,590
28,390
35,500
52,540 1
gal /ton
0
0
0
0
0
0
0
0
0
0.0717
0.0780
0.1000
0.1000
29.00
36.00
60.00
75.16
94.20
119.0
123.4
147.0
151 .0
187.0
231 .0
267.0
280.0
355.6
368.0
469.0
575.0
660.4
720.0
960.0
1,209
1 ,280
2, 180
2,280
3,980
6,810
8,514
2,600
                                 404

-------
                     Table  V-64  (Continued)

           DIRECT CHILL  CASTING  CONTACT COOLING WATER
                    (ALUMINUM  FORMING  PLANTS)

Plant
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
Water
1/kkg
58,370
91 ,310
*
*
*
*
*
*
*
*
*
*
*
*
50,030
*
*
*
*
*
Use
gal/ton
14,000
21,900
*
*
*
*
*
*
*
*
*
*
*
*
1 2,000
*
*
*
*
*
Percent
Recycle
0
0
98
96
*
*
0
0
*
0
*
0
*
*
100
*
*
0
90
*
Wastewater
1/kkg
58,370
91 ,310
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
gal/ton
14,000
21 ,900
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*Data not available.
                                405

-------
                            Table  V-65

            DIRECT CHILL CASTING CONTACT  COOLING WATER
                   Primary  Aluminum Subcategory
Plant

  1
  2
  3
  4
  5
  6
  7
  8
  9
 10
 1 1
 12
 13
 14
 15
 16
 1 7
 18
 19
 20
 21
 22
 23
 24
 25
 26
 27
 28
 29
 30
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
ter Use
gal/ton
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
Percent
Recycle
99+
99
98
98
94
82
48
20
0
0
0
0
0
0
0
0
0
0
0
93
*
*
0
*
*
Wastewater
1/kkg
123
459
1,801
9,549
3,303
2,610
600
19,473
6,964
12,552
15,638
27,188
32,860
34,903
38,406
45,870 1
57,129 1
59,214 1
79,230 1
NA
NA
NA
NA
NA
NA
gal/ton
29.52
110.2
432.2
2,292
792.7
626.4
144.0
4,674
1,671
3,012
3,753
6,525
7,886
8,377
9,217
1 ,009
3,711
4,21 1
9,015
NA
NA
NA
NA
NA
NA
Secondary Aluminum Subcategory
*
*
*
*
*
99
100
100
100
100
0.3002
0
0
0
0
0.0720
0
0
0
0
*Data not available.
                                  406

-------
                      Table V-65  (Continued)

            DIRECT CHILL CASTING CONTACT COOLING WATER
Statistical Summaryt

Minimum           8.339      2,
Maximum     177,900     42,670
Mean         43,900     10,530
Median       35,500      8,514
Sample:       33 of 91 plants
000
     0
91 ,310
 1 ,329
 1,483
   67 of
                   21
                 91
    0
  900
  318.9
  355.6
plants
tThe statistical summary includes direct chill casting data for
 aluminum forming,  primary aluminum, and secondary aluminum
 plants with 90 percent recycle or greater.
                             407

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-------
                            Table V-68

           CONTINUOUS ROD CASTING CONTACT COOLING WATER
                    (ALUMINUM FORMING PLANTS)
Water Use Percent
Plant 1/kkg gal/ton Recycle
1 0 0 Dry
2 1,555 375 0
3 * * P
Wastewater
1/kkg gal/ton
0
1 ,555
*
0
375
*
 *Sufficient data not available to calculate these values.

P Total recycle with periodic discharge.

Statistical Summary

                                                  0
                                              1 ,555
                                                777.5
                                                777.5
Minimum
Maximum
Mean
Median
Sample:
Nonzero
Mean
Sample :

1 ,


2
1,

1
0
555
777.
777.
of 3
555

of 3
0
375
5 187.
5 187.
plants
375

plants


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5




  0
375
187.5
187.5
                                              2 of 3 plants
                                              1,555       375

                                              1  of 3 plants
                             426

-------
                            Table V-69

           CONTINUOUS ROD CASTING CONTACT COOLING WATER
                     (PRIMARY ALUMINUM PLANTS)
                                        Production Normalized
     Plant Code     Percent Recycle        Discharge Flow  _
          2               99                     415

          3               99+                      11.3
*Data unknown.
                               427

-------
                            Table V-70

              CONTINUOUS ROD CASTING SPENT  LUBRICANT

Plant
1
2
3
Water
1/kkg
*
*
*
Use
gal /ton
*
*
*
Percent
Recycle
100
100 (P)
*
Wastewater
1/kkg
0
*
*
gal /ton
0
*
*
 *Sufficient data not available to calculate  these  values.
P Periodic discharge.
                                 428

-------
                            Table V-71

             CONTINUOUS SHEET CASTING  SPENT  LUBRICANT
  Plant

    1
    2
    3
    4
    5
    Water Use
1/kkg     gal/ton
  *
5.087
  *
1.220
  *
  *
Percent
Recycle

  100
  * (P)
  * (P)
  * (P)
  * (P)
                          Wastewater
                       1/kkg     gal/ton
0
1 .017
2.668
0
0.2440
0.6400
 ^Sufficient data not available to calculate  these  values
P Periodic discharge.

Statistical Summary

Mini mum
Maximum
Mean
Median
Sample:
Nonzero
 Mean
Sample:                                           2 of  5 plants
0
2.
1 .
1 .

1 .

668
229
017
3 of
964
0
0.6400
0.2947
0.2440
5 plants
New
Note:   An additional seven continuous sheet casting plants did
       not mention the use of a lubricant , but one is probably
       used.  Also, three additional plants did not provide
       sufficient data to characterize water use or discharge.
                                  429

-------
                            Table V-72

       DEGASSING SCRUBBER LIQUOR (PRIMARY ALUMINUM PLANTS)
Water Use
Plant
1
2
3
4 (a)
I
2
3
1

/kkg
,842
,125
,854
*
gal/ton
682
750
445
if
Percent
Recycle
0
0
0
*
*Data not available or not applicable,

Statistical Summary
Minimum
'-laximum
'lean
Median
-ample :
1,854 445
3,125 750
2,607 626
2,842 682
3 of 4 plants
                                                 Wastewater
                                              1/kkg     gal/ton
                                              2,842
                                              3, 125
                                              1,854
                                             1 ,854
                                             3, 125
                                             2,607
                                             2,842
                                              3 of 4
       682
       750
       445
     445
     750
     626
     682
plants
(a) Data is reported with potline and potroom scrubbing and
    can not be separated.
                                  430

-------
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                            Table V-75

             EXTRUSION PRESS HYDRAULIC FLUID  LEAKAGE

Plant
1
2
3
4
5
Water
1/kkg
*
*
*
*
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Use
^al/ton
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337
452
1,429
2,554
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61.8
81
108
343
613
* Data not available,

P Periodic discharge,

Statistical Summary

Minimum
Maximum
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Median
Sample
Mean (no recycle)
Sample
Mean (recycle)
Sample
  258
2,554
1,006
  452
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1
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5 plants
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5 plants
      71.4
5 plants
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                                Table V-79
    
                   MISCELLANEOUS NONDESCRIPT WASTEWATER
      Plant
    
        1
        2
        3
        4
        Water
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            Use
            gal/ton
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     70.8
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    *Data not available.
    
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    Minimum
    Maximum
    Mean
    Median
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                 65.
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               Figure V-1
    
    WASTEWATER SOURCES AT  PLANT A
                     516
    

    -------
             3-1
                    _>. To Deionizer
    
    
    
    Cooling
    
    
                                      3—9
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                 Figure  V-2
    
    WASTEWATER SOURCES  AT PLANT B
                      517
    

    -------
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                Figure  V-3
    
    WASTEWATER SOURCES AT PLANT C
                                           *• To
                      518
    

    -------
    Soiling Solucion I  /5?*\
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                       Figure  V-4
    
    
    
    
           WASTEWATER SOURCES AT  PLANT  D
                             519
    

    -------
                                     To Discharge
               Figure V-5
    
    
    
    
    WASTEWATER SOURCES  AT  PLANT E
                    520
    

    -------
    F-l
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                                         F-3
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                             Figure  V-6
               WASTEWATER  SOURCES  AT  PLANT  F
                           521
    

    -------
    G-l
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               Tap Water
                Source
            Deionized Mater
               Extrusion
                Press
            Heat Treatment
               Extrusion
                Press
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               Vibratory
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             Deionizer and
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             Cleaning Bath
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                            G-4.5.&6
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                                        u.
                                           Discarded Fines
                                                              •*• To POTW
    Moncontact
    Cooling
    
    
    Cooling Tower
    
    
    Evaporation
    Pond
                                Figure  V-7
    
                 WASTEWATER SOURCES  AT  PLANT  G
                                     522
    

    -------
    H-9
               Source
              Tap Water
    Direct Chill
    Casting
    
    H5^
    Cooling Tower
             Noncontact
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                            a-1
                                                    H-2
                                                            Oil-Water
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                                                                            H-3
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               Sample
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                                                                                  Jisep.arge
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              Etch Line
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              Etch Line
                Rinse
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                            H-4
                            H-5
                            H-6
    To  POTW
                                      Figure  V-8
    
                       WASTEWATER SOURCES  AT  PLANT H
                                            523
    

    -------
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               Tac Water
             rawing bpent
              Lubricants
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                                                            Tank
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                                                                          J-6
                                                                              Reuse as
                                                                            Etch Line
                                                                              Rinse
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               Treatment
                                J-3
                                  Figure V-9
    
                    WASTEWATER  SOURCES  AT PLANT  J
                                         524
    

    -------
                             Contractor
                             Hauled
                                           Discharge
               Figure  V-10
    
    WASTEWATER  SOURCES AT  PLANT  K
                     525
    

    -------
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                         Figure  V-1 1
    
    
    
           WASTEWATER SOURCES  AT  PLANT  L
                                  526
    

    -------
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      Tap Water
    Etch Line Kin
      (Conversion
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                         Figure V-12
    
            WASTEWATER  SOURCES  AT  PLANT  N
                                527
    

    -------
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                                    Figure  V-13
    
                       WASTEWATER  SOURCES  AT  PLANT  P
                                           528
    

    -------
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                             0-3
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                                                  Q-5
                                                      Sludge to Landfill
                             Figure  V-14
    
                WASTEWATER SOURCES  AT PLANT Q
                                   529
    

    -------
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    -------
    S-l
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                         Figure V-16
    
             WASTEWATER SOURCES AT  PLANT S
                             531
    

    -------
    Hot Rolling
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    Moncontact
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                 Cooling
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                  Figure V-17
    
       WASTEWATER SOURCES AT  PLANT T
                        532
    

    -------
    Source
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               Figure V-18
    
    WASTEWATER SOURCES AT PLANT U
                     533
    

    -------
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              Figure V-19
    
    
    
    WASTEWATER SOURCES AT  PLANT V
                   534
    

    -------
    W'-l
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                   W-3
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                                           To POTW
                  Figure V-20
        WASTEWATER SOURCES AT PLANT W
                       535
    

    -------
    AA-11
                    Figure  V-21
    
    
    
           WASTEWATER  SOURCES AT PLANT AA
                          536
    

    -------
    BB-1
                                 Sold to Reclaimer
                                                         To
                                                         Discharge
                      Figure V-22
    
          WASTEWATER SOURCES AT PLANT BB
                             537
    

    -------
    CC-1
                                              To POTW
                     Figure V-23
    
    
    
          WASTEWATER SOURCES AT  PLANT CC
                           538
    

    -------
    DD-1
                            Figure V-24
    
    
    
                 WASTEWATER SOURCES AT PLANT DD
                                 539
    

    -------
    EE-L3
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                       Figure V-25
             WASTEWATER SOURCES AT PLANT EE
                            540
    

    -------
                               Section VI
    
                    SELECTION OF POLLUTANT PARAMETERS
    The Agency has studied aluminum forming wastewaters to  determine
    the  presence  or absence of toxic, conventional and selected non
    conventional pollutants.   The  toxic  pollutants  and  nonconven
    tional  pollutants  are  subject  to BAT effluent limitations and
    guidelines.  Conventional pollutants are considered in  establish
    ing BPT, BCT, and NSPS limitations.
    
    One  hundred  and  twenty-nine toxic pollutants (known as the 129
    priority pollutants) were studied pursuant to the requirements of
    the Clean Water Act of 1977 (CWA).  These  pollutant  parameters,
    which  are listed in Table VI-1, are members of the 65 pollutants
    and classes of toxic pollutants referred to as Table 1 in Section
    307(a)(]} of the CWA.
    
    From the original list of 129 pollutants, three  pollutants  have
    been  deleted  in two separate amendments to 40 CFR Subchapter N,
    Part  401.    Dichlorodifluoromethane  and  trichlorofluoromethane
    were  deleted first (46 FR 2266, January 8, 1981) followed by the
    deletion of bis-(chloromethyl) ether (46 FR  10723,  February  4,
    1981).   The  Agency  has concluded that deleting these compounds
    will not compromise adequate control over  their  discharge  into
    the  aquatic  environment  and  that  no  adverse  effects on the
    aquatic environment or on human health will occur as a result  of
    deleting them from the list of toxic pollutants.
    
    Past studies by EPA and others have identified many nontoxic pol-
    lutant parameters useful in characterizing industrial wastewaters
    and   in   evaluating  treatment  process  removal  efficiencies.
    Certain of these and other parameters may  also  be  selected  as
    reliable indicators of the presence of specific toxic pollutants.
    For  these  reasons,  a  number  of nontoxic pollutants were also
    studied for the aluminum forming category.
    
    The conventional pollutants considered (total  suspended  solids,
    oil  and  grease,  and  pH)  traditionally  have  been studied to
    characterize  industrial  wastewaters.   These   parameters   are
    especially  useful  in evaluating the effectiveness of wastewater
    treatment processes.
    
    Several  nonconventional  pollutants  were   considered.    These
    included aluminum, chemical oxygen demand  (COD), phenols  (total),
    and total organic carbon (TOO.  In addition, calcium, magnesium,
    alkalinity,  total  dissolved solids and sulfate were measured to
    provide data to evaluate the cost of chemical  precipitation  and
    sedimentation  treatment of certain wastewater streams.  Of these
                                   541
    

    -------
    pollutants,  only  the  pollutant  aluminum  was  considered  for
    regulation in establishing effluent limitations guidelines, since
    it  is  found  in  significant concentrations in aluminum forming
    process wastewater streams  and  is  removed  by  the  BAT  model
    treatment  technology.   It  is  found  in  all  aluminum forming
    contact waste  water  streams  because  it  is  the  metal  being
    processed.
    
    RATIONALE FOR SELECTION OF POLLUTANT PARAMETERS
    
    The  Settlement  Agreement  in Natural Resources Defense Council,
    Inc. vs. Train, 8 ERC 2120 (D.D.C.  1976), modified  12  ERC  1833
    (D.D.C.  1979),  which  preceded  the  Clean  Water Act, contains
    provisions authorizing the exclusion from regulation  in  certain
    instances    of    particular    pollutants,    categories,   and
    subcategories.
    
    Paragraph  8(a)(iii)  of  the  Settlement  Agreement  allows  the
    Administrator  to  exclude  from  regulation toxic pollutants not
    detectable by Section 304(h) analytical methods or  other  state-
    of-the-  art  methods.   Pollutants  that were never detected, or
    that were  never  found  above  their  analytical  quantification
    level,   were   therefore  eliminated  from  consideration.   The
    analytical quantification level for a pollutant  is  the  minimum
    concentration  at  which that pollutant can be reliably measured.
    For  the  toxic  pollutants  in  this   study,   the   analytical
    quantification  levels  are:   0.005  mg/1 for pesticides, PCB's,
    chromium, and nickel; 0.010 mg/1 for the remaining organic  toxic
    pollutants  and  cyanide,  arsenic,  beryllium,  and selenium; 10
    million fibers per liter (10 MFL) for asbestos;  0.020  mg/1  for
    lead  and  silver; 0.009 mg/1 for copper; 0.002 mg/1 for cadmium;
    and 0.0001 mg/1 for mercury.
    
    The pesticide TCDD (2,3,7,8-tetrachloridibenzo-p-dioxin) was  not
    analyzed  for  because  a  standard sample was unavailable to the
    analytical  laboratories.   Samples  collected  by  the  Agency's
    contractor  were  not  analyzed  for  asbestos.  Data on asbestos
    content are available for a very small number of seimples relevant
    to this study as a result of  the  first  phase  of  a  screening
    program  for  asbestos  in a wide range of  industrial categories.
    Of these samples, only  a  few  appear  to  contain  asbestos  at
    analytically significant levels.
    
    Paragraph  8(a)(iii) also allows the Administrator to exclude from
    regulation  toxic  pollutants detected in amounts too small to be
    effectively reduced by technologies known to  the  Administrator.
    Pollutants  which  were  detected  below  levels considered to be
    achievable by specific available treatment methods were therefore
    eliminated from further consideration.  For the toxic metals, the
    chemical precipitation, sedimentation, and  filtration   technology
    
    
                                   542
    

    -------
    treatment  effectiveness  values,  which are presented in Section
    VII (Table VII-20, p. 807), were used.   For  the  toxic  organic
    pollutants  detected above their analytical quantification level,
    treatment effective values for activated carbon  technology  were
    used.    These  treatment  effectiveness values represent the most
    stringent treatment options  considered  for  pollutant  removal.
    This  allows  for the most conservative pollutant exclusion based
    on pollutants detected below treatable levels.   In  addition  to
    the   provisions  outlined  above,  Paragraph  8(a)(iii)  of  the
    Settlement Agreement (1) allows the Administrator to exclude from
    regulation toxic pollutants detectable in the effluent from  only
    a small number of sources within the subcategory because they are
    uniquely   related   to   those   sources,  and  (2)  allows  the
    Administrator tor to exclude  from  regulation  toxic  pollutants
    which  will  be  effectively  controlled by the technologies upon
    which are based other effluent  limitations  and  guidelines,  or
    pretreatment standards.
    
    Waste  streams in the aluminum forming category have been grouped
    together  into  core  and  ancillary   waste   streams   in   the
    subcategorization scheme, which has been described in Section IV.
    The pollutant exclusion procedure was applied for the following:
    
         (1)   Rolling With Neat Oils Core Waste Streams
         (2)   Rolling With Emulsions Core Waste Streams
         (3)   Extrusion Core Waste Streams
         (4)   Forging Core Waste Streams
         (5)   Drawing With Neat Oils Core Waste Streams
         (6)   Drawing With Emulsions Or Soaps Core Waste Streams
         (7)   Ancillary Waste Streams
    
    Toxic pollutants remaining after the application of the exclusion
    process  were  then  selected  for further consideration in estab
    lishing specific regulations.
    
    DESCRIPTION OF POLLUTANT PARAMETERS
    
    The  following  discussion  addresses  the  pollutant  parameters
    detected  above  their  analytical  quantification  level  in any
    sample of aluminum forming wastewater.  The description  of  each
    pollutant  provides the following information:  the source of the
    pollutant; whether it is a naturally occuring element,  processed
    metal,   or manufactured compound; general physical properties and
    the form of the pollutant; toxic  effects  of  the  pollutant  in
    humans  other animals; and behavior of the pollutant in a POTW at
    concentrations that might be expected from industrial discharges.
    
    Acenaphthene (1).   Acenaphthene  (1,2-dihydroacenaphthylene,  or
    1,8-ethylene-naphthalene)  is  a polynuclear aromatic hydrocarbon
    (PAH)  with molecular weight of 154 and a formula of C1?H,0.
    
    
                                   543
    

    -------
    Acenaphthene occurs in coal tar produced during high  temperature
    coking  of  coal.   It  has  been detected in cigarette smoke and
    gasoline exhaust condensates.
    
    The  pure  compound  is  a  white  crystalline  solid   at   room
    temperature  witn  a  melting  range  of 95C to 97C and a boiling
    range of 278C to 280C.  Its vapor pressure at room temperature is
    less than 0.02 mm Hg.   Acenaphthene is slightly soluble in  water
    (100  mg/1),  but  even  more soluble in organic solvents such as
    ethanol, toluene, and chloroform.  Acenaphthene can  be  oxidized
    by  oxygen- or ozone in the presence of certain catalysts.  It is
    stable under laboratory conditions.
    
    Acenaphthene is used as a dye intermediate, in the manufacture of
    some plastics, and as an insecticide and fungicide.
    
    So little research has been performed on  acenaphthene  that  its
    mammalian  and  human health effects are virtually unknown.   The
    water quality criterion of 0.02 mg/1 is  recommended  to  prevent
    the  adverse effects on humans due to the organoleptic properties
    of acenaphthene in water.
    
    No  detailed  study  of  acenaphthene  behavior  in  a  POTW   is
    available.   However,   it  has  been demonstratd that none of the
    organic toxic pollutants studied so far can  be  broken  down  by
    biological   treatment  processes  as  readily  as  fatty  acids,
    carbohydrates, or proteins.  Many of the  toxic  pollutants  have
    been  investigated,  at  least  in  laboratory-scale  studies, at
    concentrations higher than those expected to be contained by most
    municipal waste waters.  General observations relating  molecular
    structure  to  ease of degradation have been developed for all of
    the toxic organic pollutants.
    
    The conclui^on reached by study  of  the  limited  data   is  that
    biological   treatment  produces   little  or  no  degradation  of
    acenaphthene.  No evidence is available for  drawing  conclusions
    about its possible toxic or inhibitory effect on POTW operation.
    
    Its  water  solubility  would  allow  acenaphthene present in the
    influent  to  pass  through  a  POTW  into  the  effluent.    The
    hydrocarbon  character  of  this   compound  makes it sufficiently
    hydrophobic that adsorption onto suspended solids  and  retention
    in  the  sludge  may  also  be a significant route for removal of
    acenaphthene from the POTW.
    
    Acenaphthene has been demonstrated to affect the growth of plants
    through improper  nuclear  division  and  polyploidal  chromosome
    number.   However,  it   is  not expected that land application of
    sewage sludge containing acenaphthene at the  low  concentrations
                                    544
    

    -------
    which  are  to  be  expectd  in a POTW sludge would result in any
    adverse effects on animals ingesting plants grown in such soil.
    
    Acrolein (2).   The available  data  for  acrolein  indicate  that
    acute  and  chronic  toxicity to freshwater aquatic life occur at
    concentrations as low as 68 and 21 ug/1,  respectively, and  would
    occur  at  lower  concentrations  among  species  that  are  more
    sensitive than those tested.
    
    For the protection of human health from the toxic  properties  of
    acrolein  ingested  through  contaminated  aquatic organisms, the
    ambient water criterion is determined to be 320  ug/1.   For  the
    protection  of human health from the toxic properties of acrolein
    ingested though contaminated aquatic organisms alone, the ambient
    water criterion is determined to be 780 ug/1.
    
    Acrolein has a wide variety of applications.  It is used directly
    as a biocide for aquatic  weed  control;   for  algae,  weed,  and
    mollusk control in recirculating process water systems; for slime
    control  in  the  paper  industry/  and  to  protect liquid fuels
    against microorganisms.   Acrolein  is  also  used  directly  for
    crosslinking  protein  collagen in leather tanning and for tissue
    fixation in histological samples.  It is widely used as an  inter
    mediate  in  the chemical industry.  Its dimer, which is prepared
    by a thermal,  uncatalyzed  reaction,  has  several  applications,
    including   use  as  an  intermediate  for  crosslinking  agents,
    humectants, plasticizers, polyurethane intermediates,  copolymers
    and  homopolymers,  and  Greaseproof ing  cotton.   The monomer is
    utilized  in  synthesis  via  the  Diels-Alder  reaction   as   a
    dienophile   or   a   diene.    Acrolein   is   widely   used  in
    copolymerization, but its homopolymers do not appear commercially
    important.  The copoly- mers of acrolein are used in photography,
    for textile treatment, in the  paper  industry,  as  builders  in
    laundry  and  dishwasher detergents, and as coatings for aluminum
    and steel panels,  as  well  as  other  applications.   In  1975,
    worldwide  production  was about 59 kilotons.  Its largest market
    was for methionine manufacture.  Worldwide capacity was estimated
    at  102  kilotons/year,  of  which   U.S.   capacity   was   47.6
    kilotons/year.
    
    Acrolein  (2-propenal)  is  a liquid with a structural formula of
    CH2=CHCHO and a molecular weight of 56.07.  It melts at  -86.95C,
    boils  at 52.5 to 53.5C, and has a density of 0.8410 at 20C.  The
    vapor pressure at 20C is 215 mm Hg, and its water  solubility  is
    20.8 percent by weight at 20C.
    
    A  flammable  liquid with a pungent odor, acrolein is an unstable
    compound that  undergoes  polymerization  to  the  plastic  solid
    disacryl,  especially under light or in the presence of alkali or
    strong  acid.    It  is  the  simplest  member  of  the  class  of
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    unsaturated  aldehydes, and the extreme reactivity of acrolein is
    due to the presence of a vinyl group  (H2C=H-)  and  an  aldehyde
    group  on  such a small molecule.  Additions to the carbon-carbon
    double bond of acrolein are catalyzed by acids  and  bases.   The
    addition  of  halogens to this carbon-carbon double bond proceeds
    readily.
    
    Acrolein can enter the aquatic  environment  by  its  use  as  an
    aquatic  herbicide,  from  industrial  discharge,  and  from  the
    chlorination of organic  compounds  in  wastewater  and  drinking
    water  treatment.   It is often present in trace amounts in foods
    and is a component of smog, fuel combustion, wood,  and  possibly
    other fire, and cigarette smoke.  An evaluation of available data
    indicates   that,   while  industrial  exposure  to  manufactured
    acrolein is unlikely, acrolein from  nonmanufactured  sources  is
    pervasive.   Acrolein  exposure will occur through food ingestion
    and inhalation.  Exposure through the water or  dermal  route  is
    less likely.  However, analysis of municipal effluents of Dayton,
    Ohio  showed  the presence of acrolein in six of 11 samples, with
    concentrations ranging from 20 to 200 ug/1.
    
    Benzene  (4).    Benzene  (C6H6)  is  a  clear,  colorless  liquid
    obtained  mainly  from  petroleum feedstocks by several different
    processes.  Some is recovered from light oil obtained  from  coal
    carbonization gases.  It boils at 80C and has a vapor pressure of
    100  mm  Hg  at 26C.  It is slightly soluble in water (1.8 g/1 at
    25C) and it  dissolves  in  hydrocarbon  solvents.   Annual  U.S.
    production is three to four million tons.
    
    Most  of  the  benzene  used  in  the  U.S.  goes  into  chemical
    manufacture.  About half of that  is  converted  to  ethylbenzene
    which  is  used  to  make styrene.  Some benzene is used in motor
    fuels.
    
    Benzene  is  harmful  to  human  health,  according  to  numerous
    published  studies.   Most  studies  relate  effects  of   inhaled
    benzene vapors.  These effects include  nausea,  loss  of  muscle
    coordination,   tion,  and  excitement, followed by depression and
    coma.  Death is usually the  result  of  respiratory  or   cardiac
    failure.   Two  specific  blood  disorders are related to  benzene
    exposure.  One of these, acute myelogenous leukemia, represents  a
    carcinogenic effect of benzene.   However,  most  human  exposure
    data  is  based  on exposure in occupational settings and  benzene
    carcinogenesis is not considered to be firmly established.
    
    Oral administration of benzene  to  laboratory  animals  produced
    leukopenia,  a  reduction  in  mumber of leukocytes in the blood.
    Subcutaneous injection  of  benzene-oil  solutions  has  produced
    suggestive,    but    not   conclusive,   evidence   of    benzene
    carcinogenesis.
    
    
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    Benzene demonstrated teratogenic effects in  laboratory  animals,
    and mutagenic effects in humans and other animals.
    
    For  maximum  protection  of  human  health  from  the  potential
    carcinogenic effects of exposure to benzene through ingestion  of
    water  and  contaminated  aquatic  organisms,   the  ambient water
    concentration is zero.  Concentrations of  benzene  estimated  to
    result  in additional lifetime cancer risk at levels of 10-7, 10-
    6, and 10-5 are  0.00015  mg/1,  0.0015  mg/1,   and  0.015  mg/1,
    respectively.
    
    Some studies have been reported regarding the behavior of benzene
    in  a  POTW.   Biochemical  oxidation of benzene under laboratory
    conditions, at concentrations of 3 to 10 mg/1,  produced  24,  27,
    24,  and  20  percent  degradation  in  5,  10,  15, and 20 days,
    respectively, using unacclimated seed cultures  in  fresh  water.
    Degradation  of  58,  67,  76, and 80 percent was produced in the
    same time periods using acclimated seed cultures.  Other  studies
    pro  duced  similar  results.   The EPAs most recent study of the
    behavior of toxic organics in a POTW indicates that benzene is 78
    per cent removed.   Other  reports  indicate  that  most  benzene
    entering  a  POTW  is  removed  to  the  sludge and that influent
    concentrations of 1 g/1 inhibit sludge digestion.   There  is  no
    information  about  possible effects of benzene on crops grown in
    soils amended with sludge containing benzene.
    
    Carbon Tetrachloride  (6).   Carbon  tetrachloride  (CC14),  also
    called tetrhloromethane, is a colorless liquid produced primarily
    by  the  chlorination  of  hydrocarbons  -  particularly methane.
    Carbon tetrachloride boils at 77C and has a vapor pressure of  90
    mm  Hg at 20C.  It is slightly soluble in water (0.8 gm/1 at 25C)
    and soluble in many organic solvents.  Approximately one-third of
    a million tons is produced annually in the U.S.
    
    Carbon tetrachloride, which was displaced by perchloroethylene as
    a dry cleaning agent in the 1930's, is  used  principally  as  an
    intermediate   for   production   of   chlorofluoromethanes   for
    refrigerants, aerosols, and blowing agents.  It is also used as  a
    grain fumigant.
    
    Carbon tetrachloride produces  a  variety  of  toxic  effects  in
    humans.   Ingestion of relatively large quantities - greater than
    five grams - has frequently proved fatal.  Symptoms  are  burning
    sensation  in  the  mouth,  esophagus,  and  stomach, followed by
    abdominal pains, nausea, diarrhea, dizziness,  abnormal pulse, and
    coma.  When death does not occur immediately,   liver  and  kidney
    damage  are usually found.  Symptoms of chronic poisoning are not
    as well defined.   General fatigue, headache,   and  anxiety  have
    been   observed,   accompanied  by  digestive  tract  and  kidney
    discomfort or pain.
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    Data  concerning  teratogenicity  and  mutagenicity   of   carbon
    tetrachloride  are  scarce  and  inconclusive.   However,  carbon
    tetrachlor ide  has  been  demonstrated  to  be  caircinogenic   in
    laboratory animals.   The liver was the target orgein.
    
    For maximum protection of human health from the potential carcin-
    ogenic effects of exposure to carbon tetrachloride through inges-
    tion  of  water  and  contaminated aquatic organisms, the ambient
    water concentration of zero.   Concentrations of carbon tetrachlo-
    ride estimated to result in additional lifetime  cancer  risk  at
    risk  levels  of  10-7, 10-6, and 10-5 are 0.000026 mg/1, 0.00026
    mg/1, and 0.0026 mg/1, respectively.
    
    Many of the toxic organic pollutants have been  investigated,  at
    least  in laboratory-scale studies,  at concentrations higher than
    those  expected  to  be  found  in  most  municipal  wastewaters.
    General  observations  have  been  developed  relating  molecular
    structure to ease of degradation for all  of  the  toxic  organic
    pollutants.   The conclusion reached by study of the limited data
    is that  biological  treatment  produces  a  moderate  degree  of
    removal  of  carbon  tetrachloride in a POTW.  No information was
    found regarding the possible interference of carbon tetrachloride
    with treatment processes.  The EPA's most  recent  study  of  the
    behavior of toxic organics in a POTW indicates that carbon tetra-
    chloride is 50 percent removed.  Based on the water solubility of
    carbon tetrachloride, and the vapor pressure of this compound, it
    is expected that some of the undegraded carbon tetrachloride will
    pass through to the POTW effluent and some will be volatilized in
    aerobic processes.
    
    Chlorobenzene   (7).   Chlorobenzene  (C6HSC1),  also called mono-
    chlorobenzene is a clear, colorless, liquid manufactured  by  the
    liquid  phase  chlorination of benzene over a catalyst.  It boils
    at 132C and has a vapor pressure of 12.5 mm Hg  at  25C.   It  is
    almost  insoluble  in  water   (0.5  g/1 at 30C), but dissolves in
    hydrocarbon solvents.  U.S. annual  production  is  near  150,000
    tons.
    
    Principal uses of Chlorobenzene are as a solvent and as  an inter-
    mediate  for  dyes  and  pesticides.   Formerly it was used as an
    intermediate for DDT production, but elimination of production of
    that compound reduced annual  U.S.  production  requirements  for
    Chlorobenzene by half.   Data on the threat to human health posed
    by   Chlorobenzene  are   limited  in  number.  Laboratory animals,
    administered large doses of Chlorobenzene subcutaneously, died as
    a result of central nervous system depression.  At  slightly  lower
    dose rates, animals died of  liver or  kidney  damage.    Metabolic
    disturbances  occurred   also.  At even lower  dose rates  of orally
    administered Chlorobenzene similar  effects   were   observed,  but
    some  animals   survived  longer  than  at  higher dose rates.  No
    
    
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    studies  have  been  reported   regarding   evaluation   of   the
    teratogenic,     mutagenic,     or    carcinogenic   potential   of
    chlorobenzene.
    
    For the prevention of adverse effects  due  to  the  organoleptic
    properties of chlorobenzene in water the recommended criterion is
    0.020 mg/1.
    
    Laboratory  studies of the biochemical oxidation of chlorobenzene
    have been  carried  out  at  concentrations  greater  than  those
    expected to normally be present in POTW influent.  Results showed
    the  extent  of degradation to be 25, 28, and 44 percent after 5,
    10, and 20 days, respectively.  In another, similar study using a
    phenol-adapted culture 4 percent degradation was observed after 3
    hours with a solution containing 80 mg/1.  On the basis of  these
    results   and  general  conclusions  about  the  relationship  of
    molecular structure to biochemical  oxidation,  it  is  concluded
    that  chlorobenzene  remaining  intact  is expected to volatilize
    from the POTW in aeration processes.  The estimated half-life  of
    chlorobenzene  in water based on water solubility, vapor pressure
    and molecular weight is 5.8 hours.  The EPA's most  recent  study
    of  the  behavior  of  toxic  organics  in  a POTW indicates that
    chlorobenzene is 67 percent removed.
    
    1,1,1-Trichloroethane (11).  1 , 1 , 1-Trichloroethane is one of  the
    two    possible   trichlorethanes.    It   is   manufactured   by
    hydrochlorinating vinyl chloride to 1,1-dichloroethane  which  is
    then  chlorinated  to the desired product.  1,1,1-Trichloroethane
    is a liquid at room temperature with a vapor pressure of 96 mm Hg
    at 20C and a boiling point of 74C.  Its formula is  CC13CH3.   It
    is   slightly  soluble in water (0.48 g/1) and is very soluble in
    organic solvents.  U.S. annual production is  greater  than  one-
    third of a million tons.
    
    1,1,1-Trichloroethane  is  used  as  an  industrial  solvent  and
    degreasing agent.
    
    Most human toxicity data  for  1,1,1-trichloroethane  relates  to
    inhalation   and   dermal  exposure  routes.    Limited  data  are
    available   for   determining   toxicity   of   ingested   1,1,1-
    trichloroethane,  and those data are all for the compound itself,
    not solutions in water.  No  data  are  available  regarding  its
    toxicity  to  fish  and aquatic organisms.  For the protection of
    human health from the toxic properties  of  1,1,1-trichloroethane
    ingested  through  the comsumption of water and fish, the ambient
    water  criterion  is  15.7  mg/1.   The  criterion  is  based  on
    bioassays for possible carcinogenicity.
    
    Biochemical oxidation of many of the toxic organic pollutants has
    been  investigated,  at  least  in  laboratory  scale studies, at
    
    
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    concentrations higher than commonly expected in  municipal  waste
    water.  General observations relating molecular structure to ease
    of  degradation  have been developed for all of these pollutants.
    The conclusion reached by study of these  limited  data  is  that
    biological treatment produces a moderate degree of degradation of
    1,1,1-trichloroethane.   No  evidence  is  available  for drawing
    conclusions about its possible toxic or inhibitory effect on POTW
    operation.  However, for degradation to occur, a fairly  constant
    input of the compound would be necessary.
    
    Its  water  solubility would allow 1,1,1-trichloroethane, present
    in the influent and not biodegradable,  to  pass  through  a  POTW
    into  the  effluent.   The  Agency's  most  recent  study  of the
    behavior of  toxic  organics  in  a  POTW  indicates  that  1,1,1-
    trichlorethane  is  87  percent  removed.   One  factor which has
    received some attention, but no detailed study, is  the  volatil-
    ization  of  the lower molecular weight organics from a POTW.  If
    1,1,1-trichloroethane is  not  biodegraded,  it  will  volatilize
    during  aeration processes in the POTW.  It has been demonstrated
    that none of the toxic organic pollutants of  this  type  can  be
    broken down by biological treatment processes as readily as ratty
    acids, carbohydrates, or proteins.
    
    1,1-Dichloroethane    (13).    1,1-Dichloroethane,   also   called
    ethylidene dichloride and ethylidene  chloride,  is  a  colorless
    liquid  manufactured  by  reacting  hydrogen  chloride with vinyl
    chloride in 1,1-dichloroethane solution  in  the  presence  of   a
    catalyst.    However,   it   is   reportedly   not   manufactured
    commercially in the U.S.  1,1-Dichloroethane boils at 57C and has
    a vapor pressure of 182 mm Hg at 20C.  It is slightly soluble  in
    water (5.5 g/1 at 20C) and very soluble  in organic solvents.
    
    1,1-Dichloroethane  is  used  as an extractant for heat-sensitive
    substances and as a solvent for rubber and silicone grease.
    
    1,1-Dichloroethane  is less toxic than its  isomer  (1,2-dichloro-
    ethane),  but  its  use  as  an  anesthetic has been discontinued
    because of marked excitation of the  heart.    It  causes  central
    nervous system depression in humans.  There are insufficient data
    to derive water quality criteria for 1,1-dichloroethane.
    
    Many  of  the toxic organic pollutants have been investigated, at
    least in laboratory scale studies, at concentrations higher  than
    those  expected  to   be  contained by most municipal wastewaters.
    General  observations  have  been  developed   relating  molecular
    structure  to  ease   of  degradation for all of the toxic organic
    pollutants.  The conclusion reached by study of the limited  data
    is  that biological treatment produces only a moderate removal of
    1,1-dichloroethane  in a POTW  by  degradation.   The  EPA's  most
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    recent  study  of  the behavior of toxic organics in a POTW indi-
    cates that 1,1-dichloroethane is 76 percent removed.
    
    The high vapor  pressure  of  1,1-dichloroethane  is  expected  to
    result  in  volatilization  of   some of the compound from aerobic
    processes in a  POTW.   Its water solubility will result in some of
    the 1,1-dichloroethane which  enters  the  POTW  leaving  in  the
    effluent from the POTW.
    
    1,1,2-Trichloroethane  (14).  1,1, 2-Trichloroethane is one of the
    two possible trichloroethanes  and  is  sometimes  called  ethane
    trichloride  or  vinyl  trichloride.  It is used as a solvent for
    fats, oils,  waxes,  and  resins,   in  the  manufacture  of  1,1-
    dichloro-ethylene, and as an intermediate in organic synthesis.
    
    1,1,2-Trichloroethane  is  a clear, colorless liquid at room tem-
    perature with a vapor pressure of 16.7 mm Hg at 20°C, and a boil-
    ing point of 113°C.  It is insoluble in water and very soluble in
    organic solvents.  The formula is CHC12CH2C1.
    
    Human toxicity  data for 1,1,2-trichloroethane does not appear  in
    the  literature.  The compound does produce liver and kidney dam-
    age in laboratory animals after  intraperitoneal  administration.
    No  literature   data was found concerning teratogenicity or muta-
    genicity of 1,1,2-trichloroethane.  However,  mice  treated  with
    1,1,2-trichloroethane  showed increased incidence of hepatocellu-
    lar carcinoma.   Although bioconcentration factors are not  avail-
    able  for  1,1,2-trichloroethane  in  fish  and  other freshwater
    aquatic organisms, it is concluded on the basis of  octanol-water
    partition coefficients that bioconcentration does occur.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects of exposure to 1,1,2-trichloroethane through
    ingestion of water and contaminated aquatic organisms, the  ambi-
    ent water concentration is zero.  Concentrations of this compound
    estimated  to  result in additional lifetime cancer risks at risk
    levels of 10~7, 10-*, and 10-5 are 0.00006 mg/1, 0.0006 mg/1, and
    0.006 mg/1, respectively.    If  contaminated  aquatic  organisms
    alone are consumed, excluding the consumption of water, the water
    concentration  should  be  less  than  0.418  mg/1  to  keep  the
    increased lifetime cancer risk below 10"5.  Available  data  show
    that  adverse  effects  on  aquatic  life occur at concentrations
    higher than those cited for human health risks.
    
    It is reported  that small amounts  of  1,1,2-trichloroethane  are
    formed  by chlorination processes and that this compound persists
    in the  environment (greater than two years) and is not  biologi-
    cally  degraded.   This  information is not completely consistent
    with  the  conclusions  based  on  laboratory  scale  biochemical
    oxidation  studies  and  relating  molecular structure to ease of
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    degradation.  That study concluded that biological treatment in a
    POTW will produce moderate removal of 1,1,2-trichloroethane.   The
    EPA's most recent study of the behavior of toxic  organics  in  a
    POTW indicates that 1,1,2-trichloroethane is 96 percent removed.
    
    The  lack  of  water  solubility  and  the  relatively high vapor
    pressure may lead to removal of this  compound  from  a  POTW  by
    volati1ization.
    
    2,4,6-Trichlorophenol   (21).   2,4,6-Trichlorophenol  (C13C6H2OH,
    abreviated here to 2,4,6-TCP) is a colorless,  crystalline  solid
    at  room  temperature.   It is prepared by the direct chlorination
    of phenol.  2,4,6-TCP melts at 68°C and is  slightly  soluble  in
    water  (0.8  gm/1 at 25°C).   This phenol does not produce a color
    with 4-aminoantipyrene, and therefore does not contribute to  the
    nonconventional  pollutant  parameter  "Total  Phenols."  No data
    were found on production volumes.
    
    2,4,6-TCP is used as a fungicide, bactericide, glue and wood pre-
    servative, and for antimildew treatment.  It is also used for the
    manufacture of 2,3,4,6-tetrachlorophenol and pentachlorophenol.
    
    No data were  found  on  human  toxicity  effects  of  2,4,6-TCP.
    Reports  of  studies with laboratory animals indicate that 2,4,6-
    TCP produced convulsions when injected  interperitoneally.   Body
    temperature  was  elevated  also.   The  compound  also  produced
    inhibition of ATP production in isolated rat liver  mitochondria,
    increased  mutation rates in one strain of bacteria, and produced
    a genetic change in rats.   No  studies  on  teratogenicity  were
    found.  Results of a test for carcinogenicity were inconclusive.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects of exposure to 2,4,6-TCP  through  ingestion
    of  water  and  contaminated aquatic organisms, the ambient water
    concentration is zero based on the non-threshold  assumption  for
    this  chemical.  However, zero level may not be attainable at the
    present  time.   Therefore,  the  levels  which  may  result    in
    incremental  increase  of  cancer  risk  over  the  lifetime  are
    estimated at 10~5, 10~6, and 10~7.   The  corresponding   criteria
    are 0.012 mg/1, 0.0012 mg/1, and 0.00012 mg/1 respectively.
    
    Although  no  data were found regarding the behavior of 2,4,6-TCP
    in a POTW, studies of  the biochemical oxidation of  the   compound
    have  been made at laboratory scale at concentrations higher than
    those normally expected in  municipal  wastewaters.   Biochemical
    oxidation  of  2,4,6-TCP at  TOO mg/1 produced 23 percent  degrada-
    tion using a phenol-adapted acclimated seed  culture.   Based  on
    these results, biological treatment in a POTW is expected to pro-
    duce  a  moderate degree of degradation.  Another study indicates
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    that 2,4,6-TCP may be produced  in  a  POTW  by  chlorination  of
    phenol during normal chlorination treatment.
    
    Para-chloro-meta-cresol (22 ) .   Para-chloro-meta-cresol (C1C H^OH)
    is  thought  to  be  a  4-chloro-3-methyl-phenol  (4-chloro-meta-
    cresol, or 2-chloro-5-hydroxy-toluene),  but is also used by  some
    authorities  to  refer to 6-chloro-3-methylphenol (6-chloro-meta-
    cresol, or 4-chloro-3-hydroxy-toluene),  depending on whether  the
    chlorine is considered to be para to the methyl or to the hydroxy
    group.   It is assumed for the purposes of this document that the
    subject compound is 2-chloro-5-hydroxytoluene.  This compound  is
    a  colorless  crystalline  solid  melting  at 66 to 68° C.  It is
    slightly soluble in water  (3.8  gm/1)  and  soluble  in  organic
    solvents.   This  phenol  reacts with 4-aminoantipyrene to give a
    colored product and therefore contributes to the  nonconventional
    pollutant  parameter  designated "Total Phenols."  No information
    on manufacturing methods or volumes produced was found.
    
    Para-chloro-meta cresol (abbreviated here as PCMC) is marketed as
    a microbicide, and was proposed as an antiseptic and disinfectant
    more than 40 years ago.  It is used in glues, gums,  paints, inks,
    textiles, and leather goods.   PCMC was found in  raw  wastewaters
    from  the  die  casting  quench operation from one subcategory of
    foundry operations.
    
    Although no human toxicity data are available for  PCMC,  studies
    on  laboratory  animals  have  demonstrated that this compound is
    toxic when administered subcutaneously and intravenously.   Death
    was  preceded  by  severe muscle tremors.  At high dosages kidney
    damage occurred.  On the other hand,  an  unspecified  isomer  of
    chlorocresol,  presumed to be PCMC, is used at a concentration of
    0.15 percent  to  preserve  mucous  heparin,  a  natural  product
    administered  intravenously as an anticoagulant.  The report does
    not indicate the total amount of  PCMC  typically  received.   No
    information  was  found  regarding  possible  teratogenicity,  or
    carcinogenicity of PCMC.
    
    Two reports indicate that PCMC undergoes degradation in biochemi-
    cal oxidation treatments carried  out  at  concentrations  higher
    than are expected to be encountered in POTW influents.  One study
    showed  50 percent degradation in 3.5 hours when a phenol-adapted
    acclimated seed culture was used with a solution of 60 mg/1 PCMC.
    The other study showed 100 percent degradation of a 20 mg/1 solu-
    tion of PCMC in two weeks in an  aerobic  activated  sludge  test
    system.   No  degradation  of  PCMC occurred under anaerobic con-
    ditions.  The EPA's most recent study of the  behavior  of  toxic
    organics in a POTW indicates that PCMC is 89 percent removed.
    
    Chloroform  (23).  Chloroform, also called trichloromethane, is a
    colorless liquid manufactured  commercially  by  chlorination  of
    
    
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    methane.   Careful  control  of  conditions  maximizes chloroform
    production, but other products  must  be  separated.   Chloroform
    boils at 61° C and has a vapor pressure of 200 mm Hg at 25°C.  It
    is  slightly  soluble  in  water  (8.22  g/1 at 20°C) and readily
    soluble in organic solvents.
    
    Chloroform is used as a solvent and to manufacture  refrigerants,
    Pharmaceuticals, plastics, and anesthetics.  It is seldom used as
    an anesthetic.
    
    Toxic  effects  of  chloroform  on humans include central nervous
    system depression, gastrointestinal irritation, liver and  kidney
    damage and possible cardiac sensitization to adrenalin.  Carcino-
    genicity  has  been  demonstrated  for  chloroform  on laboratory
    animals.
    
    For the maximum protection of human  health  from  the  potential
    carcinogenic  effects of exposure to chloroform through ingestion
    of water and contaminated aquatic organisms,  the  ambient  water
    concentration is zero.  Concentrations of chloroform estimated to
    result in additional lifetime cancer risks at the levels of  10~7,
    10~6, and 10~5 were 0.000019 mg/1, 0.00019 mg/1, and 0.0019 mg/1,
    respectively.
    
    The  biochemical  oxidation  of  this compound was studied in one
    laboratory  scale  study  at  concentrations  higher  than   those
    expected to be contained by most municipal wastewaters.  After 5,
    10,  and  20 days no degradation of chloroform was observed.  The
    conclusion reached is that biological treatment  produces  little
    or no removal by degradation of chloroform in a POTW.
    
    The  high  vapor  pressure of chloroform is expected to result in
    volatilization of the compound from aerobic treatment steps  in   a
    POTW.   Remaining chloroform is expected to pass through into the
    POTW effluent.  In addition, the most recent  EPA  study  of  the
    behavior of toxic organics  in a POTW indicates that chloroform is
    61 percent removed.
    
    2-Chlorophenol  (24).   2-Chlorophenol   (C1C6H4OH),  also  called
    ortho-chlorophenol,  is a colorless liquid  at  room  temperature,
    manufactured   by  direct   chlorination  of  phenol  followed  by
    distillation to separate  it from the other principal product,  4-
    chlorophenol.   2-Chlorophenol solidifies below 7° C and boils at
    176° C.  It  is soluble in water  (28.5 gm/1 at 20° C) and  soluble
    in several types of  organic solvents.  This phenol gives a strong
    color  with  4-aminoantipyrene  and  therefore contributes to the
    nonconventional pollutant parameter "Total  Phenols."  Production
    statistics  could  not  be  found.  2-Chlorophenol  is used almost
    exclusively as a  chemical  intermediate   in  the  production  of
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    pesticides  and dyes.  Production of some phenolic resins uses 2-
    chlorophenol.
    
    Very few data are available  on  which  to  determine  the  toxic
    effects  of 2-chlorophenol on humans.  The compound is more toxic
    to laboratory mammals when administered orally than when adminis-
    tered subcutaneously or intravenously.  This affect is attributed
    to the fact that the compound is almost completely in the un-ion-
    ized state at the low pH of the stomach and hence is more readily
    absorbed into the body.  Initial symptoms  are  restlessness  and
    increased  respiration  rate, followed by motor weakness and con-
    vulsions induced by noise or  touch.   Coma  follows.   Following
    lethal doses,  kidney, liver, and intestinal damage were observed.
    No  studies  were  found  which  addressed  the teratogenicity or
    mutagenicity of 2-chlorophenol.  Studies of 2-chlorophenol  as  a
    promoter  of  carcinogenic  activity  of  other  carcinogens were
    conducted by dermal application.  Results do not  bear  a  deter-
    minable relationship to results of oral administration studies.
    
    For  the  prevention  of  adverse effects due to the organoleptic
    properties of 2-chlorophenol in water, the  criterion  is  0.0003
    mg/1.
    
    Laboratory  scale  studies of the behavior of 2-chlorophenol have
    been conducted at concentrations higher than those expected to be
    found in municipal wastewaters.  At 1 mg/1 of 2-chlorophenol,  an
    acclimated  culture produced 100 percent degradation by biochemi-
    cal oxidation after 15 days.  Another study showed 45, 70, and 79
    percent degradation by biochemical oxidation after 5, 10, and  20
    days,  respectively.  The conclusion reached by the study of these
    limited  data,  and  general  observations  on  all toxic organic
    pollutants relating molecular structure to  ease  of  biochemical
    oxidation,  is that 2-chlorophenol is removed to a high degree or
    completely by biological treatment in a POTW.   The  most  recent
    EPA  study  of the behavior of toxic organics in a POTW indicates
    that 2-chlorophenol is 50 percent removed.  Undegraded  2-chloro-
    phenol  is  expected  to  pass  through  a POTW into the effluent
    because of the water solubility.   Some  '2-chlorophenol  is  also
    expected  to  be  generated  by  chlorination  treatments of POTW
    effluents containing phenol.
    
    1,T-Dichloroethylene (29).  1,1-Dichloroethylene (1,1-DCE),  also
    called   vinylidene   chloride,   is  a  clear  colorless  liquid
    manufactured  by  dehydrochlorination  of  1,1,2-trichloroethane.
    1,1-DCE has the formula CC12CH2.  It has a boiling point of 32°C,
    and  a  vapor pressure of 591 mm Hg at 25°C.  1,1-DCE is slightly
    soluble in water (2.5  mg/1)  and  is  soluble  in  many  organic
    solvents.   U.S.  production  is  in  the  range  of  hundreds of
    thousands of tons annually.
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    1,1-DCE is used as a  chemical  intermediate  and  for  copolymer
    coatings  or films.  It may enter the wastewater of an industrial
    facility as  the  result  of  decomposition  of  1,1,1-trichloro-
    ethylene  used  in  degreasing  operations,  or by migration from
    vinylidene chloride copolymers  exposed  to  the  process  water.
    Human  toxicity of 1,1-DCE has not been demonstrated;  however, it
    is a suspected human carcinogen.  Mammalian toxicity studies have
    focused on the liver  and  kidney  damage  produced  by  1,1-DCE.
    Various  changes occur in those organs in rats and mice ingesting
    1,1-DCE.
    
    For the maximum protection of human  health  from  the  potential
    carcinogenic  effects  due  to  exposure  to 1,1-dichloroethylene
    through ingestion of water and  contaminated  aquatic  organisms,
    the  ambient  water  concentration  should  be  zero based on the
    non-threshold assumption for  this  chemical.   However,  a  zero
    level  may not be attainable at the present time.  Therefore, the
    levels which may result in an incremental increase of cancer risk
    over the lifetime are estimated at 10~5,  10~6,  and  10~7.   The
    corresponding  criteria  are  0.00033  mg/1,  0.000033  mg/1, and
    0.0000033 mg/1, respectively.
    
    Under laboratory conditions, dichloroethylenes have been shown to
    be toxic to fish.  The primary effect of acute  toxicity  of  the
    dichloroethylenes  is  depression  of the central nervous system.
    The octanol/water partition co-efficient of 1,1-DCE indicates  it
    should not accumulate significantly in animals.
    
    Biochemical oxidation of many of the toxic organic pollutants has
    been  investigated  in laboratory scale studies at concentrations
    higher than would normally be expected in municipal  wastewaters.
    General  observations  relating  molecular  structure  to ease of
    degradation have been developed for all of these pollutants.  The
    conclusion reached by study of the limited data is that  biologi-
    cal  treatment produces little or no degradation of 1,1-dichloro-
    ethylene.  No evidence is available for drawing conclusions  about
    the possible toxic or inhibitory effect of 1,1-DCE on POTW opera-
    tion.  Because of water solubility, 1,1-DCE which  is not volatil-
    ized or degraded is expected to pass through a POTW.  Very little
    1,1-DCE is expected to be found in sludge from a POTW.
    
    The most recent EPA study of the behavior of toxic organics  in   a
    POTW indicates that 1,1-DCE  is 80 percent removed.  The very high
    vapor  pressure  of   1,1-DCE  is expected to result in release of
    significant percentages of this material to the atmosphere in any
    treatment  involving aeration.  Degradation of dichloroethylene in
    air  is reported to occur, with a half-life of eight weeks.
    
    1 , 2-trans-Dichloroethylene  j JL_Q1.    1 , 2-Dichloroethylene    (1,2-
    trans-DCE)   is  a  clear,  colorless  liquid  with   the   formula
    
    
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    CHC1CHC1.   1,2-trans-DCE is produced in  mixture  with  the  cis-
    isomer  by  chlorination  of  acetylene.  The cis-isomer has dis-
    tinctly different physical properties.   Industrially, the mixture
    is used rather than the separate isomers.    1,2-trans-DCE  has  a
    boiling point of 48°C, and a vapor pressure of 234 mm Hg at 25°C.
    
    The  principal  use of 1,2-dichloroethylene (mixed isomers) is to
    produce vinyl chloride.  It is used as a lead scavenger in  gaso-
    line, general solvent, and for synthesis of various other organic
    chemicals.  When it is used as a solvent,  1,2-trans-DCE can enter
    wastewater streams.
    
    Although  1,2-trans-DCE  is thought to produce fatty degeneration
    of mammalian liver, there are insufficient data on which to  base
    any ambient water criterion.
    
    In  the  reported toxicity test of 1,2-trans-DCE on aquatic life,
    the compound appeared to be about half  as  toxic  as  the  other
    dichloroethylene (1,1-DCE) on the toxic pollutants list.
    
    Biochemical oxidation of many of the toxic organic pollutants has
    been  investigated  in laboratory scale studies at concentrations
    higher than would normally be expected in municipal  wastewaters.
    General  observations  relating  molecular  structure  to ease of
    degradation have been developed for all of these pollutants.  The
    conclusion reached by the study  of  the  limited  data  is  that
    biochemical  oxidation  produces little or no degradation of 1,2-
    trans-dichloroethylene.  No evidence  is  available  for  drawing
    conclusions about the possible toxic or inhibitory effect of 1,2-
    trans-dichloroethylene  on  POTW  operation.   It is expected that
    its low molecular weight and  degree  of  water  solubility  will
    result in 1,2-trans-DCE passing through a POTW to the effluent if
    it  is not degraded or volatilized.  Very little 1,2-trans-DCE is
    expected to be found  in sludge from a POTW.
    
    In EPA's most recent study of the behavior of toxic organics in a
    POTW, 1,2-trans-DCE is shown to be 72 percent removed.  The  high
    vapor  pressure of 1,2-trans-DCE is expected to result in release
    of a significant percentage of this compound to the atmosphere in
    any   treatment   involving   aeration.    Degradation   of   the
    dichloroethylenes  in  air is reported to occur, with a half-life
    of eight weeks.
    
    2L4-Dimethylphenol  (34).    2,4-Dimethylphenol  (2,4-DMP),   also
    called  2,4-xylenol,  is  a  colorless, crystalline solid at room
    temperature (25°C), but  melts  at  2?oc  to  28°C.   2,4-DMP  is
    slightly  soluble  in  water  and,  as a weak acid, is soluble in
    alkaline solutions.   Its vapor pressure is less than 1 mm  Hg  at
    room temperature.
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    2,4-DMP  is  a  natural  product, occurring in coal and petroleum
    sources.  It is used commercially as an intermediate for manufac-
    ture of pesticides, dye stuffs, plastics and resins, and  surfac-
    tants.   It  is  found in the water runoff from asphalt surfaces.
    It can find its way into the wastewater of a manufacturing  plant
    from any of several adventitious sources.
    
    Analytical  procedures specific to this compound are used for its
    identification and quantification in wastewaters.  This  compound
    does  not  contribute  to  "Total  Phenols"  determined by the 4-
    aminoantipyrene method.
    
    Three  methylphenol  isomers   (cresols)  and  six  dimethylphenol
    isomers  (xylenols) generally occur together in natural products,
    industrial processes, commercial products, and  phenolic  wastes.
    Therefore,  data  are not available for human exposure to 2,4-DMP
    alone.  In addition to this, most mammalian tests for toxicity of
    individual  dimethylphenol  isomers  have  been  conducted   with
    isomers other than 2,4-DMP.
    
    In  general, the mixtures of phenol, methylphenols, and dimethyl-
    phenols contain  compounds  which  produced  acute  poisoning  in
    laboratory  animals.   Symptoms  were  difficult breathing, rapid
    muscular spasms, disturbance of  motor  coordination,  and  asym-
    metrical  body  position.   In a 1977 National Academy of Science
    publication the conclusion was reached  that,  "In  view  of  the
    relative  paucity  of  data on the mutagenicity, carcinogenicity,
    teratogenicity, and long  term  oral  toxicity  of  2,4-dimethyl-
    phenol,  estimates of the effects of chronic oral exposure at low
    levels cannot be made with any  confidence."   No  ambient  water
    quality  criterion  can be set at this time.  In order to protect
    public health, exposure to this compound should be  minimized  as
    soon as possible.
    
    Toxicity  data  for fish and freshwater aquatic life are limited;
    however, in reported studies   of  2,4-dimethylphenol  at  concen-
    trations as high as 2 mg/1 no  adverse effects were observed.
    
    Biological  degradability  of  2,4-DMP as determined in one study,
    showed  94.5 percent  removal   based  on  chemical  oxygen  demand
    (COD).   Another  study determined that persistance of 2,4-DMP in
    the environment is low,  and   thus  any  of  the  compound  which
    remained  in  the  sludge  or  passed  through  the POTW into the
    effluent  would  be  degraded  within  moderate  length  of  time
    (estimated  as  two months  in  the report).  The EPA's most recent
    study of the behavior of toxic organics in a POTW indicates  that
    2,4-DMP is  59 percent removed.
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    As a weak acid, the behavior of 2,4-DMP may be somewhat dependent
    on  the pH of the influent to the POTW.  However, over the normal
    limited range of POTW pH, little effect of pH would be expected.
    
    2,4-Dinitrotoluene (35).  2,4-Dinitrotoluene  [(N02)eC6H4CH3],  a
    yellow  crystalline compound, is manufactured as a coproduct with
    the 2,6-isomer by nitration of nitrotoluene.  It melts  at   71°C.
    2,4-Dinitrotoluene  is insoluble in water (0.27 g/1 at 22° C) and
    soluble in a number of organic solvents.  Production data for the
    2,4-isomer alone are not available.  The 2,4-and 2,6-isomers  are
    manufactured in an 80:20 or 65:35 ratio, depending on the process
    used.   Annual  U.S.  commercial production is about 150 thousand
    tons of the two isomers.  Unspecified amounts are produced by the
    U.S. government and further nitrated to trinitrotoluene (TNT) for
    military use.  The major use of the dinitrotoluene mixture is for
    production of toluene diisocyanate used  to  make  polyurethanes.
    Another use is in production of dyestuffs.
    
    The  toxic  effect  of  2,4-dinitrotoluene in humans is primarily
    methemoglobinemia (a blood condition hindering  oxygen  transport
    by  the  blood).  Symptoms depend on severity of the disease, but
    include cyanosis, dizziness, pain in joints, headache,  and  loss
    of appetite in workers inhaling the compound.  Laboratory animals
    fed  oral  doses of 2,4-dinitrotoluene exhibited many of the same
    symptoms.  Aside from the effects in red blood cells, effects are
    observed in the nervous system and testes.
    
    Chronic exposure to 2,4-dinitrotoluene may produce  liver  damage
    and  reversible  anemia.  No data were found on teratogenicity of
    this compound.  Mutagenic data are limited and  are  regarded  as
    confusing.   Data  resulting  from  studies of carcinogenicity of
    2,4-dinitrotoluene point to a need for further testing  for  this
    property.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects of exposure  to  2,4-dinitrotoluene  through
    ingestion  of water and contaminated aquatic organisms, the  ambi-
    ent  water  concentration  is  zero.   Concentrations   of   2,4-
    dinitrotoluene  estimated to result in additional lifetime cancer
    risk at risk levels of 10~7, 10-*, and  10~5  are  0.000011   mg/1,
    0.00011 mg/1, and 0.0011 mg/1, respectively.
    
    Data  on  the  behavior  of  2,4-dinitrotoluene in a POTW are not
    available.  However, biochemical oxidation  of  2,4-dinitrophenol
    was  investigated  on  a  laboratory  scale.  At 100 mg/1 of 2,4-
    dinitrotoluene, a concentration  considerably  higher  than  that
    expected  in  municipal  wastewaters, biochemical oxidation  by an
    acclimated,  phenol-adapted  seed  culture  produced  52  percent
    degradation  in  three  hours.  Based on this limited information
    and general observations relating molecular structure to ease  of
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    degradation  for  all  the  toxic organic pollutants, it was con-
    cluded that biological treatment in a POTW  removes  2,4-dinitro-
    toluene  to  a  high  degree  or  completely.   No information is
    available regarding possible interference  by  2,4-dinitrotoluene
    in  POTW  treatment  processes,  or  on  the possible detrimental
    effect on sludge used to ammend soils in  which  food  crops  are
    grown.
    
    1,2-Diphenylhydrazine    (37) .      Toxicity   tests   with   1,2-
    diphenylhydrazine and the bluegill  and  Daphnia  magna  indicate
    that   acute  toxicity  to  freshwater  aquatic  life  occurs  at
    concentrations as low as 0.27   mg/1  and  would  occur  at  lower
    concentrations  among  species  that are more sensitive.  No data
    are  available  concerning   the   chronic   toxicity   of   1,2-
    diphenylhydrazine to sensitive freshwater aquatic life.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects due to exposure of diphenylhydrazine through
    ingestion of contaminated water and  contaminated  aquatic  orga-
    nisms,   the  ambient water concentrations should be zero based on
    the non-threshold assumption for this  chemical.   However,  zero
    level  may not be attainable at the present time.  Therefore, the
    levels which may result in incremental increase  of  cancer  risk
    over  the  lifetime  are  estimated at 10~5, 10~6, and 10~7.  The
    corresponding recommended criteria  are  0.00042  mg/1,  0.000042
    mg/1,  and  0.000004  mg/1,  respectively.   For  consumption  of
    aquatic organisms  only,  excluding  consumption  of  water,  the
    levels   are  0.0056  mg/1,  0.00056  mg/1,  and  0.000056  mg/1,
    respectively.
    
    Diphenylhydrazine exists as an asymmetrical  isomer,  1,1-diphenyl-
    hydrazine,  and  a  symmetrical   isomer,    1,2-diphenylhydrazine
    (hydrazobenzene).   The hydrochloride of 1,1-diphenylhydrazine is
    used as a reagent for the sugars, arabinose  and  lactose.   1,2-
    Diphenylhydrazine  is used in  the synthesis of phenylbutazone and
    as the starting material in  the  manufacture  of  benzidine,  an
    intermediate in the production of dyes.
    
    In 1977 the commercial production of 1,2-diphenylhydrazine was in
    excess  of  1,000  Ibs.   However,  this  figure  is   probably an
    underestimate of the amount of diphenylhydrazine that  was  actu-
    ally  available.   Diphenylhydrazine  is produced in several syn-
    thetic processes as an intermediate or as a  contaminant,  but  it
    is  not possible to estimate these quantities, which are probably
    substantial.
    
    The reaction of 1,2-diphenylhydrazine with  acid  results   in  the
    benzidine  rearrangement.   In the stomach,  1,2-diphenylhydrazine
    can be converted into benzidene, a known human carcinogen.
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    No data were found on the environmental presence  or  persistence
    of  diphenylhydrazines,   except  for  one  report of detection in
    drinking  water  at  a  concentration  of   0.001   mg/1.     1,1-
    Diphenylhydrazine    and    1,2-diphenylhydrazine    have    been
    characterized  as  slightly  soluble  and  insoluble  in   water,
    respectively.   No  quantitative  data  were  found for the water
    solubilities   and   vapor   pressures   of   these    compounds;
    consequently,  no predictions can be made about their persistence
    in  water.   1,2-Diphenylhydrazine  has  a  molecular  weight  of
    184.24.  It melts at 131°C and boils at 220°C.
    
    No information on POTW removal efficiencies are available at this
    time.
    
    Ethylbenzene (38) .  Ethylbenzene is a colorless, flammable liquid
    manufactured    commercially    from    benzene   and   ethylene.
    Approximately half of the benzene used in the U.S. goes into  the
    manufacture  of  more  than  three  million  tons of ethylbenzene
    annually. Ethylbenzene boils at 136°C and has a vapor pressure of
    7 mm Hg at 20°C.  It is  slightly soluble in water  (0.14  g/1  at
    15°C) and is very soluble in organic solvents.
    
    About  98  percent  of the ethylbenzene produced in the U.S. goes
    into the production of styrene, much of  which  is  used  in  the
    plastics and synthetic rubber industries.  Ethylbenzene is a con-
    stituent  of xylene mixtures used as diluents in the paint indus-
    try, agricultural insecticide sprays, and gasoline blends.
    
    Although humans are exposed to ethylbenzene  from  a  variety  of
    sources  in  the  environment,  little  information on effects of
    ethylbenzene in man or  animals  is  available.   Inhalation  can
    irritate  eyes,  affect   the respiratory tract, or cause vertigo.
    In laboratory animals ethylbenzene exhibited low toxicity.  There
    are no data available on teratogenicity,  mutagenicity,  or  car-
    cinogenicity of ethylbenzene.
    
    Criteria  are  based  on  data  derived  from inhalation exposure
    limits.  For the protection of human health from the toxic  prop-
    erties  of  ethylbenzene  ingested through water and contaminated
    aquatic organisms, the ambient water  quality  criterion  is  1.4
    mg/1.
    
    Laboratory  scale  studies of the biochemical oxidation of ethyl-
    benzene at concentrations greater than would normally be found in
    municipal wastewaters have demonstrated varying degrees of degra-
    dation.  In one study with phenol-acclimated  seed  cultures,  27
    percent degradation was observed in a half day at 250 mg/1 ethyl-
    benzene.   Another study at unspecified conditions showed 32, 38,
    and 45 percent degradation after 5,  10,  and  20  days,  respec-
    tively.  Based on these results and general observations relating
    
    
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    molecular  structure  of  degradation, the conclusion was reached
    that biological  treatment  produces  only  moderate  removal  of
    ethylbenzene in a POTW by degradation.
    
    Other  studies  suggest  that  most of the ethybenzene entering a
    POTW is removed from the  aqueous  stream  to  the  sludge.   The
    ethylbenzene  contained  in  the sludge removed from the POTW may
    volatilize.
    
    In addition, the most recent EPA study of the behavior  of  toxic
    organics  in POTW indicates that ethylbenzene is approximately 84
    percent removed.
    
    Fluoranthene (39).   Fluoranthene (1, 2-benzacenaphthene) is one of
    the compounds called polynuclear aromatic hydrocarbons (PAH).   A
    pale yellow solid at room temperature, it melts at 111° C and has
    a  negligible  vapor  pressure  at 25°C.  Water solubility is low
    (0.2 mg/1).  Its molecular formula is C16H10.
    
    Fluoranthene, along with many other PAH's,  is  found  throughout
    the  environment.   It  is  produced  by  pyrolytic processing of
    organic raw materials, such as coal and petroleum, at  high  tem-
    perature (coking processes).  It occurs naturally as a product of
    plant   biosyntheses.   Cigarette  smoke  contains  fluoranthene.
    Although it is not used as the pure compound in industry, it  has
    been  found at relatively higher concentrations (0.002 mg/1) than
    most other PAH's in at least one industrial  effluent.   Further-
    more,  in  a  1977  EPA survey to determine levels of PAH in U.S.
    drinking water supplies, none of the  110 samples analyzed  showed
    any PAH other than fluoranthene.
    
    Experiments  with  laboratory  animals indicate that fluoranthene
    presents a relatively low degree of toxic  potential  from  acute
    exposure,  including  oral administration.  Where death occurred,
    no information was reported concerning target organs or  specific
    cause of death.
    
    There  is  no  epidemiological  evidence  to  prove  that  PAH in
    general, and fluoranthene, in  particular,  present  in  drinking
    water are related to the development  of cancer.  The only studies
    directed  toward determining carcinogenicity of fluoranthene have
    been skin tests on laboratory animals.  Results  of  these  tests
    show  that  fluoranthene has no activity as a complete carcinogen
    (i.e., an agent which produces cancer when  applied  by  itself),
    but  exhibits significant cocarcinogenicity  (i.e., in combination
    with a carcinogen, it increases the carcinogenic activity).
    
    For the protection of human health from the toxic  properties  of
    fluoranthene   ingested  through  water  and  through contaminated
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    aquatic organisms,  the ambient water criterion is  determined  to
    be 0.042 mg/1.
    
    The  available data for fluoranthene indicate that acute toxicity
    to freshwater aquatic life occurs at  concentrations  as  low  as
    3.980  mg/1 and would occur at lower concentrations among species
    that are more sensitive than those tested.
    
    Results of studies of the behavior  of  fluoranthene  in  conven-
    tional  sewage  treatment  processes  found  in  a POTW have been
    published.  Removal of fluoranthene during primary  sedimentation
    was  found  to  be  62  to  66  percent (from an initial value of
    0.00323 to 0.04435 mg/1 to a final value  of  0.00122  to  0.0146
    mg/1),  and  the  removal  was  91 to 99 percent (final values of
    0.00028 to  0.00026  mg/1)  after  biological  purification  with
    activated sludge processes.
    
    A review was made of data on biochemical oxidation of many of the
    toxic organic pollutants investigated in laboratory scale studies
    at  concentrations  higher  than  would  normally  be expected in
    municipal wastewaters.  General observations  relating  molecular
    structure  to  ease of degradation have been developed for all of
    these pollutants.  The conclusion reached by study of the limited
    data is that biological treatment produces little or no  degrada-
    tion  of  fluoranthene.   The same study, however, concludes that
    fluoranthene would be readily removed by filtration and oil-water
    separation and other methods which rely on water insolubility, or
    adsorption on other particulate surfaces.  This latter conclusion
    is supported by the previously cited  study  showing  significant
    removal by primary sedimentation.
    
    No  studies were found to give data on either the possible inter-
    ference of fluoranthene with POTW operation, or  the  persistence
    of  fluoranthene  in  sludges  or  POTW effluent waters.  Several
    studies have documented the ubiquity of fluoranthene in the envi-
    ronment and it cannot be readily determined if this results  from
    persistence  of  anthropogenic fluoranthene or the replacement of
    degraded fluoranthene by natural processes such  as  biosynthesis
    in plants.
    
    Methylene   Chloride   (44) .   Methylene  chloride,  also  called
    dichloromethane (CH2C12), is a colorless liquid  manufactured  by
    chlorination of methane or methyl chloride followed by separation
    from  the  higher  chlorinated  methanes  formed  as  coproducts.
    Methylene chloride boils at 40°C, and has a vapor pressure of 362
    mm Hg at 20°C.  It is slightly soluble in water (20  g/1  at  20°
    C),   and   very  soluble  in  organic  solvents.   U.S.   annual
    production is about 250,000 tons.
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    Methylene chloride is a common industrial solvent found in insec-
    ticides, metal cleaners, paint, and paint and varnish removers.
    
    Methylene chloride is not generally regarded as highly  toxic  to
    humans.   Most human toxicity data are for exposure by inhalation.
    Inhaled  methylene  chloride  acts  as  a  central nervous system
    depressant.  There is also  evidence  that  the  compound  causes
    heart failure when large amounts are inhaled.
    
    Methylene  chloride  does  produce  mutation  in  tests  for this
    effect.   In addition, a bioassay  recognized  for  its  extremely
    high  sensitivity to strong and weak carcinogens produced results
    which were marginally significant.  Thus  potential  carcinogenic
    effects  of  methylene  chloride are not confirmed or denied, but
    are under continuous  study.   These  studies  are  difficult  to
    conduct  for two reasons.  First, the low boiling point (40°C) of
    methylene chloride makes it difficult to maintain the compound at
    37°C during incubation.  Secondly, all impurities must be removed
    because the impurities themselves  may  be  carcinogenic.   These
    complications also make the test results difficult to interpret.
    
    For   the   protection   of   human  health  from  the  potential
    carcinogenic  effects  due  to  exposure  to  methylene  chloride
    through  ingestion of contaminated water and contaminated aquatic
    organisms, the ambient water concentration should be  zero  based
    on the non-threshold assumption for this chemical.  However, zero
    level  may not be attainable at the present time.  Therefore, the
    levels hwich may result in incremental increase  of  cancer  risk
    over  the  lifetime  are  estimated  at 10~5, 10~* and 10~7.  The
    corresponding recommended criteria are 0.0019 mg/1, 0.00019 mg/1,
    and 0.000019 mg/1.
    
    The behavior of methylene chloride in POTW has not  been  studied
    in  any  detail.   However,  the  biochemcial  oxidation  of this
    compound  was  studied  in  one   laboratory   scale   study   at
    concentrations higher than those expected to be contained by most
    municipal   wastewaters.   After  five  days  no  degradation  of
    methylene chloride was observed.  The conclusion reached is  that
    biological treatment produces  little or no removal by degradation
    of methylene chloride in POTW.
    
    The  high  vapor  pressure  of  methylene chloride is expected to
    result  in volatilization of the compound from  aerobic  treatment
    steps   in  a  POTW.  It has been reported that methylene chloride
    inhibits anaerobic processes in a POTW.  Methylene chloride  that
    is  not  volatilized in the POTW is expected to pass through into
    the effluent.
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    The most recent EPA study  of  POTW  removal  of  toxic  organics
    indicates  that  methylene  chloride  is approximately 58 percent
    removed.
    
    Isophorone (54).  Isophorone is an industrial  chemical  produced
    at  a  level  of  tens of millions of pounds annually in the U.S.
    The chemical name for isophorone is  3,5,5-trimethyl-2cyclohexen-
    1-one  and  it  is  also  known  as  trimethyl  cyclohexanone and
    iso-acetophorone.  The formula is C6H5(CH3)30.  Normally,  it  is
    produced  as  the  gamma isomer; technical grades contain about 3
    percent of the beta isomer  (3,5,5-trimethyl-3-cyclohexen-l-one).
    cyclohexen-1-one).  The pure gamma isomer is a water-white liquid,
    with  vapor pressure less than 1 mm Hg at room temperature, and a
    boiling point of 215.2° C.  It has a camphor- or  peppermint-like
    odor and yellows upon standing.  It is slightly soluble  (12 mg/1)
    in water and dissolves in fats and oils.
    
    Isophorone  is  synthesized from acetone and is used commercially
    as a solvent or cosolvent for finishes,  lacquers,  polyvinyl  and
    nitrocellulose  resins,  pesticides,  herbicides, fats, oils, and
    gums.  It is also used as a chemical feedstock.
    
    Because isophorone is an industrially used solvent, most toxicity
    data are for inhalation exposure.  Oral administration to labora-
    tory animals in  two  different  studies  revealed  no  acute  or
    chronic effects during 90 days, and no hematological or patholog-
    ical  abnormalities  were  reported.  Apparently, no studies have
    been completed on the carcinogenicity of isophorone.
    
    Isophorone does undergo bioconcentration in the lipids of aquatic
    organisms and fish.
    
    Based on subacute data, the ambient water quality  criterion  for
    isophorone ingested through consumption of water and organisms is
    set at 5.2 mg/1 for the protection of human health from  its toxic
    properties.
    
    Studies  of  the effects of isophorone on fish and aquatic organ-
    isms reveal relatively low toxicity, compared to some other toxic
    pollutants.
    
    The behavior of isophorone in a POTW has not been studied.   How-
    ever,  the  biochemical  oxidation  of  many of the toxic organic
    pollutants has been investigated in laboratory scale  studies  at
    concentrations  higher than would normally be expected in munici-
    pal wastewaters.  General observations relating molecular  struc-
    ture  to ease of degradation have been developed for all of these
    pollutants.  The conclusion reached by the study of  the  limited
    data  is  that  biochemical treatment in a POTW produces moderate
    removal of isophorone.  This conclusion is  consistent  with  the
    
    
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    findings  of an experimental study of microbiological degradation
    of isophorone which showed about 45 percent oxidation in 15 to 20
    days in domestic wastewater, but only 9 percent  in  salt  water.
    No  data  were  found  on the persistence of isophorone in sewage
    sludge.
    
    Naphthalene (55).  Naphthalene is an  aromatic  hydrocarbon  with
    two  orthocondensed  benzene  rings  and  a  molecular formula of
    C10H8.   As such it is properly classed as a polynuclear  aromatic
    hydrocarbon (PAH).  Pure naphthalene is a white crystalline solid
    melting  at  80°C.   For  a solid, it has a relatively high vapor
    pressure (0.05 mm Hg at 20°C), and moderate water solubility  (19
    mg/1  at 20°C).  Napthalene is the most abundant single component
    of coal tar.  Production is more than a third of a  million  tons
    annually  in  the  U.S.  About three fourths of the production is
    used as feedstock for phthalic anhydride  manufacture.   Most  of
    the  remaining  production  goes into manufacture of insecticide,
    dyestuffs,  pigments,  and  Pharmaceuticals.    Chlorinated   and
    partially  hydrogenated  naphthalenes  are  used  in some solvent
    mixtures.  Naphthalene is also used as a moth repellent.
    
    Naphthalene, ingested by humans,  has  reportedly  caused  vision
    loss   (cataracts), hemolytic anemia, and occasionally, renal dis-
    ease.  These effects of naphthalene ingestion  are  confirmed  by
    studies  on  laboratory  animals.  No carcinogenicity studies are
    available which can be used to demonstrate carcinogenic  activity
    for  naphthalene.   Naphthalene  does  bioconcentrate  in aquatic
    organisms.
    
    There are insufficient data on which to base  any  ambient  water
    criterion.
    
    Only a limited number of studies have been conducted to determine
    the  effects  of naphthalene on aquatic organisms.  The data from
    those studies show only moderate toxicity.
    
    Biochemical oxidation of many of the toxic organic pollutants has
    been investigated in laboratory scale studies  at  concentrations
    higher  than would normally be expected in municipal wastewaters.
    General observations relating  molecular  structure  to  ease  of
    degradation have been developed for all of these pollutants.  The
    conclusion  reached by study of the limited data is that biologi-
    cal  treatment produces a high removal by degradation of  naphtha-
    lene.  One recent study has shown that microorganisms can degrade
    naphthalene,  first to a dihydro compound, and ultimately to car-
    bon  dioxide and water.
    
    Naphthalene has been detected in sewage plant effluents  at  con-
    centrations  up  to 0.022 mg/1  in studies carried out by the U.S.
    EPA.   Influent levels were  not reported.   The  most  recent  EPA
    
    
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    study  of  the  behavior of toxic organics in POTW indicates that
    naphthalene is approximately 61 percent removed.
    
    4-Nitrophenol  (58).    4-Nitrophenol  (N02C6H4OH),   also   called
    paranitrophenol,   is  a  colorless to yellowish crystalline solid
    manufactured commercially by hydrolysis of  4-chloro-nitrobenzene
    with  aqueous  sodium  hydroxide.   4-Nitrophenol  melts at 114°C.
    Vapor pressure is not cited in the usual sources.    4-Nitrophenol
    is  slightly  soluble  in  water  (15 g/1 at 25°C)  and soluble in
    organic solvents.  This phenol does not react  to  give  a  color
    with  4-aminoantipyrene, and therefore does not contribute to the
    nonconventional pollutant parameter "Total Phenols."  U.S. annual
    production is about 20,000 tons.
    
    Paranitrophenol is used to prepare phenetidine, acetaphenetidine,
    azo and sulfur dyes,  photochemicals, and pesticides.
    
    The toxic effects of 4-nitrophenol on humans have not been exten-
    sively studied.  Data from experiments  with  laboratory  animals
    indicate  that  exposure to this compound results in methmoglobi-
    nemia (a metabolic disorder of blood), shortness of  breath,  and
    stimulation  followed by depression.  Other studies indicate that
    the compound acts directly on cell membranes, and  inhibits  cer-
    tain enzyme systems iji vitro.  No information regarding potential
    teratogenicity  was  found.   Available  data  indicate that this
    compound does not  pose  a  mutagenic  hazard  to  humans.   Very
    limited   data   for   4-nitrophenol   do  not  reveal  potential
    carcinogenic effects, although the compound has been selected  by
    the  national cancer institute for testing under the Carcinogenic
    Bioassay Program.
    
    No U.S. standards for exposure to 4-nitrophenol in ambient  water
    have been established.
    
    Data  on  the  behavior of 4-nitrophenol in a POTW are not avail-
    able.  However, laboratory scale studies have been  conducted  at
    concentrations  higher than those expected to be found in munici-
    pal wastewaters.   Biochemical oxidation  using  adapted  cultures
    from  various sources produced 95 percent degradation in three to
    six days in one study.  Similar results were reported  for  other
    studies.   Based  on  these  data,  and  on  general observations
    relating molecular structure to ease of biological oxidation,  it
    is  concluded  that  complete  or  nearly  complete removal of 4-
    nitrophenol occurs during biological treatment in a POTW.
    
    2,4,-Dinitrophenol  (59).  2,4-Dinitrophenol   [(N02)2C6H8OH],   a
    yellow   crystalline   solid,  is  manufactured  commercially  by
    hydrolysis of 2,4-dinitro-l-chlorobenzene with sodium  hydroxide.
    2,4-Dinitrophenol  sublimes  at  114°  C.   Vapor pressure is not
    cited in usual sources.  It is slightly soluble in water (7.0 g/1
    
    
                                   567
    

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    at 25° C) and soluble in organic solvents.  This phenol does  not
    react with 4-aminoantipyrene and therefore does not contribute to
    the  nonconventional  pollutant  parameter "Total Phenols."  U.S.
    annual production is about 500 tons.
    
    2,4-Dinitrophenol is used to manufacture  sulfur  and  azo  dyes,
    photochemicals, explosives,  and pesticides.
    
    The  toxic  effects  of  2,4-dinitrophenol in humans is generally
    attributed to their ability to  uncouple  oxidative  phosphoryla-
    tion.   In  brief,  this  means that sufficient 2,4-dinitrophenol
    short-circuits  cell  metabolism  by  preventing  utilization  of
    energy provided by respiration and glycolysis.  Specific symptoms
    are gastrointestinal disturbances, weakness, dizziness, headache,
    and  loss of weight.  More acute poisoning includes symptoms such
    as:   burning  thirst,  agitation,   irregular   breathing,   and
    abnormally  high fever.  This compound also inhibits other enzyme
    systems; and acts  directly  on  the  cell  membrane,  inhibiting
    chloride   permeability.   Ingestion  of  2,4-dinitrophenol  also
    causes cataracts in humans.
    
    Based on available data it  appears  unlikely  that  2,4-dinitro-
    phenol  poses a teratogenic hazard to humans.  Results of studies
    of mutagenic activity of this compound are inconclusive as far as
    humans are concerned.  Available data suggest  that  2,4-dinitro-
    phenol does not possess carcinogenic properties.
    
    To  protect human health from the adverse effects of 2,4-dinitro-
    phenol ingested in contaminated water  and  fish,  the  suggested
    water quality criterion is 0.070 mg/1 .
    
    Data  on  the  behavior  of  2,4-dinitrophenol  in a POTW are not
    available.  However,  laboratory scale studies have been conducted
    at concentrations higher than  those  expected  to  be  found  in
    municipal  wastewaters.   Biochemical  oxidation  using a phenol-
    adapted seed culture  produced  92  percent  degradation  in  3.5
    hours.   Similar  results were reported for other studies.  Based
    on these data, and on  general  observations  relating  molecular
    structure  to  ease of biological oxidation,  it is concluded that
    complete or nearly complete removal of  2,4-dinitrophenol  occurs
    during biological treatment in a POTW.
    
    4,6-Dinitro-o-cresol   (60) .   4,6-Dinitro-o-cresol   (DNOC)  is   a
    yellow crystalline solid derived from o-cresol.   DNOC  melts  at
    85.8°  C  and  has  a  vapor pressure of  0.000052 mm Hg at 20° C.
    DNOC  is sparingly soluble in water (100 mg/1  at 20° C), while  it
    is readily soluble  in alkaline aqueous solutions, ether, acetone,
    and   alcohol.   DNOC   is  produced  by  sulfonation  of  o-cresol
    followed by treatment with nitric acid.
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    DNOC is used primarily as a blossom thinning agent on fruit trees
    and as a fungicide,  insecticide,  and  miticide  on  fruit  trees
    during  the  dormant season.  It is highly toxic to plants in the
    growing stage.  DNOC is not manufactured in the U.S. as an  agri-
    cultural  chemical.    Imports  have been decreasing recently with
    only 30,000 Ibs being imported in 1976.
    
    While DNOC is highly toxic to plants, it is also  very  toxic  to
    humans and is considered to be one of the more dangerous agricul-
    tural  pesticides.   The  available  literature concerning humans
    indicates that DNOC may be  absorbed  in  acutely  toxic  amounts
    through  the  respiratory and gastrointestinal tracts and through
    the skin, and that it accumulates  in  the  blood.   Symptoms  of
    poisoning  include  profuse  sweating,  thirst,  loss  of weight,
    headache, malaise, and yellow staining to the skin, hair, sclera,
    and conjunctiva.
    
    There is no evidence to suggest that DNOC is  teratogenic,  muta-
    genic,  or carcinogenic.  The effects of DNOC in the human due to
    chronic exposure are basically the same as those effects  result-
    ing  from  acute exposure.  Although DNOC is considered a cumula-
    tive poison in humans, cataract formation  is  the  only  chronic
    effect  noted  in  any human or experimental animal study.  It is
    believed that DNOC accumulates in the human body and  that  toxic
    symptoms may develop when blood levels exceed 20 mg/kg.
    
    For  the  protection of human health from the toxic properties of
    dinitro-o-cresol ingested through water and contaminated  aquatic
    organisms, the ambient water criterion is determined to be 0.0134
    mg/1.   If  contaminated  aquatic  organisms  alone are consumed,
    excluding the consumption of water, the ambient  water  criterion
    is  determined  to be 0.765 mg/1.  No data are available on which
    to  evaluate  the  adverse  effects  of  4,6-dinitro-o-cresol  on
    aquatic life.
    
    Some studies have been reported regarding the behavior of DNOC in
    POTW.   Biochemical oxidation of DNOC under laboratory conditions
    at a concentration of 100 mg/1 produced 22 percent degradation in
    3.5 hours, using acclimated phenol  adapted  seed  cultures.   In
    addition,  the  nitro group in the number 4 (para) position seems
    to impart a destabilizing effect on the molecule.  Based on these
    data and general conclusions relating molecular structure to bio-
    chemical oxidation, it is expected that 4,6-dinitro-o-cresol will
    be biochemically oxidized to a lesser extent than domestic sewage
    by biological treatment in POTW.
    
    N-nitrosodiphenylamine       (62).         N-nitrosodiphenylamine
    T(C6H5)2NNO],alsocalled  nitrous  diphenylamide,  is a yellow
    crystalline solid manufactured by nitrosation  of  diphenylamine.
    It  melts  at  66°C  and  is  insoluble  in water, but soluble in
    
    
                                   569
    

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    several organic solvents other than hydrocarbons.  Production  in
    the  U.S.  has  approached  1,500 tons per year.  The compound is
    used as a retarder for rubber vulcanization and  as  a  pesticide
    for control of scorch (a fungus disease of plants).
    
    N-nitroso  compounds  are  acutely  toxic to every animal species
    tested and are also poisonous to humans.   N-nitrosodiphenylamine
    toxicity in adult rats lies in the mid range of the values for 60
    N-nitroso  compounds tested.  Liver damage is the principal toxic
    effect.  N-nitrosodiphenylamine,  unlike  many  other  N-nitroso-
    amines, does not show mutagenic activity.  N-nitrosodiphenylamine
    has  been  reported  by several investigations to be non-carcino-
    genic.  However, the compound is capable of trans-nitrosation and
    could thereby convert other  amines  to  carcinogenic  N-nitroso-
    amines.   Sixty-seven of 87 N-nitrosoamines studied, were reported
    to have carcinogenic activity.  No water quality  criterion  have
    been proposed for N-nitrosodiphenylamine.
    
    No  data  are available on the behavior of N-nitrosodiphenylamine
    in a POTW.  Biochemical oxidation of many of  the  toxic  organic
    pollutants  have  been investigated, at least in laboratory scale
    studies, at concentrations higher than those expected to be  con-
    tained in most municipal wastewaters.   General observations have
    been  developed  relating molecular structure to ease of degrada-
    tion for  all  the  toxic  organic  pollutants.   The  conclusion
    reached by study of the limited data is that biological treatment
    produces  little  or  no  removal  of N-nitrosodiphenylamine in a
    POTW.  No information is available regarding  possible  interfer-
    ence  by  N-nitrosodiphenylamine  in  POTW  processes,  or on the
    possible detrimental effect on sludge  used  to  amend  soils  in
    which  crops  are grown.  However, no interference or detrimental
    effects are expected because N-nitroso compounds are widely  dis-
    tributed  in  the  soil  and water environment, at low concentra-
    tions,  as  a  result  of  microbial  action  on   nitrates   and
    nitrosatable compounds.
    
    Pentachlorophenol  (64).   Pentachlorophenol (C6C15OH) is a white
    crystalline solid produced commercially by chlorination of phenol
    or polychlorophenols.  U.S. annual production   is  in  excess  of
    20,000  tons.   Pentachlorophenol  melts at 190°C and is slightly
    soluble  in water  (14 mg/1).  Pentachlorophenol  is not detected by
    the 4-amino antipyrene method.
    
    Pentachlorophenol is a bactericide and fungicide and  is used  for
    preservation  of  wood and wood products.  It  is competitive with
    creosote  in that application.   It is also used  as a  preservative
    in  glues, starches, and photographic papers.   It  is an effective
    algicide and herbicide.
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    Although data are available on the human toxicity effects of pen-
    tachlorophenol, interpretation of data is  frequently  uncertain.
    Occupational  exposure  observations  must  be examined carefully
    because exposure to pentachlorophenol is  frequently  accompanied
    by  exposure  to other wood preservatives.  Additionally, experi-
    mental results and occupational  exposure  observations  must  be
    examined  carefully  to  make sure that observed effects are pro-
    duced by the pentachlorophenol itself and not by the  by-products
    which usually contaminate pentachlorophenol.
    
    Acute  and  chronic  toxic effects of pentachlorophenol in humans
    are  similar;  muscle  weakness,   headache,  loss  of   appetite,
    abdominal  pain,  weight  loss, and irritation of skin, eyes, and
    respiratory tract.  Available literature  indicates  that  penta-
    chlorophenol  does not accumulate in body tissues to any signifi-
    cant extent.  Studies on laboratory animals  of  distribution  of
    the  compound in body tissues showed the highest levels of penta-
    chlorophenol in liver, kidney, and intestine,  while  the  lowest
    levels were in brain, fat, muscle, and bone.
    
    Toxic  effects of pentachlorophenol in aquatic organisms are much
    greater at pH 6 where this weak  acid  is  predominantly  in  the
    undissociated  form  than  at  pH 9 where the ionic form predomi-
    nates.  Similar results  were  observed  in  mammals  where  oral
    lethal  doses  of  pentachlorophenol were lower when the compound
    was administered in hydrocarbon solvents (un-ionized  form)  than
    when  it  was  administered  as the sodium salt (ionized form) in
    water.
    
    There appear to be no significant teratogenic, mutagenic, or car-
    cinogenic effects of pentachlorophenol.
    
    For the protection of human health from the toxic  properties  of
    pentachlorophenol ingested through water and through contaminated
    aquatic  organisms,  the  derived  level is determined to be 1.01
    mg/1.
    
    Some data are available on the behavior of pentachlorophenol in a
    POTW.  Pentachlorophenol has been found  in  the  influent  to  a
    POTW.   In  a  study  of one POTW the mean removal was 59 percent
    over a seven day period.  Trickling filters removed 44 percent at
    the influent pentachlorophenol, suggesting that biological degra-
    dation occurs.  The same report compared removal of  pentachloro-
    phenol  at the same plant and two additional POTW facilities on a
    later date and obtained values of  4.4,  19.5  and  28.6  percent
    removal,  the last value being for the plant which was 59 percent
    removal in the original study.  Influent concentrations of penta-
    chlorophenol ranged from 0.0014 to 0.0046 mg/1.   Other  studies,
    including the general review of data relating molecular structure
    to  biological  oxidation, indicate that pentachlorophenol is not
    
    
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    removed by biological treatment processes in a  POTW.   Anaerobic
    digestion  processes are inhibited by 0.4 mg/1 pentachlorophenol.
    The most recent EPA study of the behavior of toxic organics in  a
    POTW indicates that pentachlorophenol is 52 percent removed.
    
    The  low water solubility and low volatility of pentachlorophenol
    lead to the expectation that most of the compound will remain  in
    the sludge in a POTW.  The effect on plants grown on land treated
    with  pentachlorophenol-containing sludge is unpredictable.  Lab-
    oratory studies show that this compound affects crop  germination
    at  5.4  mg/1.   However, photodecomposition of pentachlorophenol
    occurs in sunlight.  The effects of the various  breakdown  prod-
    ucts  which  may  remain  in  the  soil  was  not  found  in  the
    1iterature.
    
    Phenol (65).   Phenol, also  called  hydroxybenzene  and  carbolic
    acid,  is a clear, colorless, hygroscopic, deliquescent, crystal-
    line solid at room temperature.  Its melting point  is  43°C  and
    its vapor pressure at room temperature is 0.35 mm Hg.  It is very
    soluble  in  water   (67  g/1  at  16°C)  and  can be dissolved in
    benzene, oils, and petroleum solids.  Its formula is C6H5OH.
    
    Although a small percent of the annual production  of  phenol  is
    derived  from  coal  tar as a naturally occuring product, most of
    the phenol is synthesized.  Two of the methods are fusion of ben-
    zene sulfonate with sodium hydroxide,  and  oxidation  of   cumene
    followed  by  cleavage with a catalyst.  Annual production  in the
    U.S. is in excess of one million tons.  Phenol is generated dur-
    ing distillation of wood and the microbiological decomposition of
    organic matter in the mammalian intestinal tract.
    
    Phenol  is  used as a disinfectant, in the manufacture of resins,
    dyestuffs, and in Pharmaceuticals, and in  the  photo  processing
    industry.   In  this  discussion, phenol  is the specific compound
    which  is  separated  by  me?thylene  chloride  extraction   of  an
    acidified  sample and identified and quantified by GC/MS.   Phenol
    also contributes to  the  "Total  Phenols,"  discussed  elsewhere
    which are determined by  the 4-AAP colorimetric method.
    
    Phenol  exhibits  acute  and  sub-acute   toxicity  in  humans and
    laboratory animals.  Acute oral doses of  phenol in  humans  cause
    sudden  collapse and unconsciousness by  its action on the central
    nervous system.  Death occurs by respiratory  arre?st.   Sub-acute
    oral  doses   in  mammals are rapidly absorbed and quickly distri-
    buted to various organs, then cleared from the  body  by  urinary
    excretion  and metabolism.  Long term exposure by drinking  phenol
    contaminated  water   has  resulted   in  statistically  significant
    increase  in  reported cases of diarrhea,  mouth sores, and burning
    of  the mouth.  In  laboratory animals, long term oral  administra-
    tion  at  low levels produced slight liver and kidney damage.  No
    
    
                                   572
    

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    reports were found regarding carcinogenicity of  phenol  adminis-
    tered orally - all carcinogenicity studies were skin test.
    
    For  the  protection of human health from phenol ingested through
    water and through contaminated  aquatic  organisms,  the  concen-
    tration in water should not exceed 3.5 mg/1.
    
    Fish  and  other  aquatic  organisms demonstrated a wide range of
    sensitivities to phenol concentration.  However,  acute  toxicity
    values  were  at  moderate  levels  when  compared to other toxic
    organic pollutants.
    
    Data have been developed on the behavior of  phenol  in  a  POTW.
    Phenol  is biodegradable by biota present in a POTW.  The ability
    of a POTW to treat phenol-bearing influents depends upon acclima-
    tion of the biota and the constancy of the phenol  concentration.
    It  appears  that an induction period is required to build up the
    population of organisms which can degrade phenol.   Too  large  a
    concentration  will  result  in upset or pass though in the POTW,
    but the specific level causing upset  depends  on  the  immediate
    past  history  of  phenol concentrations in the influent.  Phenol
    levels as high as 200 mg/1 have  been  treated  with  95  percent
    removal in a POTW, but more or less continuous presence of phenol
    is  necessary  to  maintain the population of microorganisms that
    degrade phenol.
    
    Phenol which is not degraded is expected to pass through the POTW
    because of its very high water solubility.  However,  in  a  POTW
    where  chlorination  is  practiced  for  disinfection of the POTW
    effluent, chlorination of phenol may occur.  The products of that
    reaction may be toxic pollutants.
    
    The EPA has developed data on influent  and  effluent  concentra-
    tions  of  total phenols in a study of 103 POTW facilities.  How-
    ever, the analytical procedure was  the  4-AAP  method  mentioned
    earlier  and  not  the  GC/MS  method  specifically  for  phenol.
    Discussion of the study, which  of  course  includes  phenol,  is
    presented  under the pollutant heading "Total Phenols."  The most
    recent study by EPA on the behavior of toxic organics in  a  POTW
    indicates that phenol is 96 percent removed.
    
    Phthalate   Esters   (6_6-71 ) .   Phthalic  acid,  or  1 ,2-benzene-
    dicarboxylic acid, is one of three  isomeric  benzenedicarboxylic
    acids  produced by the chemical industry.  The other two isomeric
    forms are called isophthalic and terephthalic acids.  The formula
    for all three acids is C6H4(COOH)2.  Some esters of phthalic acid
    are designated as toxic pollutants.  They will be discussed as  a
    group  here,  and  specific  properties  of  individual phthalate
    esters will be discussed afterwards.
                                   573
    

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    Phthalic acid esters are manufactured in the U.S.  at  an  annual
    rate  in  excess of one billion pounds.   They are used as plasti-
    cizers - primarily in the production of  polyvinyl chloride  (PVC)
    resins.    The  most  widely used phthalate plasticizer is bis (2-
    ethylhexyl) phthalate (66) which accounts for nearly one-third of
    the phthalate esters produced.  This particular ester is commonly
    referred to as dioctyl phthalate (DOP) and should not be confused
    with one of the less  used  esters,  di-n-octyl  phthalate  (69),
    which  is  also  used as a plasticizer.   In addition to these two
    isomeric  dioctyl  phthalates,  four  other  esters,  also   used
    primarily  as  plasticizers,  are designated as toxic pollutants.
    They are:  butyl  benzyl  phthalate   (67),  di-n-butyl  phthalate
    (68), diethyl phthalate (70), and dimethyl phthalate (71).
    
    Industrially,  phthalate  esters are prepared from phthalic anhy-
    dride and the specific alcohol to form the ester.  Some  evidence
    is  available  suggesting  that  phthalic acid esters also may be
    synthesized by certain plant and animal  tissues.  The  extent  to
    which this occurs in nature is not known.
    
    Phthalate  esters  used as plasticizers can be present in concen-
    trations up to 60 percent of the total weight of the PVC plastic.
    The plasticizer is not linked by primary chemical  bonds  to  the
    PVC resin.  Rather, it is locked into the structure of intermesh-
    ing  polymer  molecules  and  held  by van der Waals forces.  The
    result is that the plasticizer is easily extracted.  Plasticizers
    are responsible for the odor associated with new plastic toys  or
    flexible sheet that has been contained in a sealed package.
    
    Although  the  phthalate  esters are  not soluble or are only very
    slightly soluble in water, they do migrate into aqueous solutions
    placed in contact with the plastic.   Thus, industrial  facilities
    with  tank  linings,  wire and cable  coverings, tubing, and sheet
    flooring of PVC are expected to discharge some  phthalate  esters
    in  their  raw  waste.  In addition to their use as plasticizers,
    phthalate esters are used in lubricating oils and pesticide  car-
    riers.   These  also  can  contribute  to industrial discharge of
    phthalate esters.
    
    From the accumulated data on acute toxicity in animals, phthalate
    esters may  be  considered  as  having  a  rather   low  order  of
    toxicity.   Human  toxicity data are  limited.  It is thought that
    the toxic effect of the esters is most likely due to one  of  the
    metabolic products, in particular the monoester.  Oral acute tox-
    icity in animals is greater for the lower molecular weight esters
    than for the higher molecular weight  esters.
    
    Orally administered phthalate esters  generally produced enlarging
    of liver and kidney, and atrophy of testes in  laboratory  animals.
                                   574
    

    -------
    Specific  esters produced enlargement of heart and brain, spleen-
    itis, and degeneration of central nervous system tissue.
    
    Subacute doses administered orally to laboratory animals produced
    some decrease in growth and degeneration of the testes.   Chronic
    studies in animals showed similar effects to those found in acute
    and  subacute  studies,  but  to  a  much lower degree.  The same
    organs were enlarged, but pathological changes were  not  usually
    detected.
    
    A recent study of several phthalic esters produced suggestive but
    not conclusive evidence that dimethyl and diethyl phthalates have
    a  cancer liability.  Only four of the six toxic pollutant esters
    were included in the study.  Phthalate esters  do  bioconcentrate
    in  fish.   The  factors,  weighted  for  relative consumption of
    various aquatic and marine food groups,  are  used  to  calculate
    ambient  water  quality  criteria for four phthalate esters.  The
    values are included in the discussion of the specific esters.
    
    Studies of toxicity of phthalate esters in  freshwater  and  salt
    water  organisms are scarce.  A chronic toxicity test with bis(2-
    ethylhexyl)  phthalate  showed  that   significant   reproductive
    impairment  occurred  at 0.003 mg/1 in the freshwater crustacean,
    Daphnia magna.  In acute toxicity  studies,  saltwater  fish  and
    organisms  showed  sensitivity differences of up to eight-fold to
    butyl benzyl, diethyl, and dimethyl  phthalates.   This  suggests
    that each ester must be evaluated individually for toxic effects.
    
    The biochemical oxidation of many of the toxic organic pollutants
    has  been  investigated in laboratory scale studies at concentra-
    tions  higher  than  would  normally  be  expected  in  municipal
    wastewaters.  Three of the phthalate esters were studied.  Bis(2-
    ethylhexyl) phthalate was found to be degraded slightly or not at
    all and its removal by biological treatment in a POTW is expected
    to be slight or zero.  Di-n-butyl phthalate and diethyl phthalate
    were  degraded to a moderate degree and their removal by biologi-
    cal treatment in a POTW  is  expected  to  occur  to  a  moderate
    degree.  Using these data and other observations relating molecu-
    lar  structure  to ease of biochemical degradation of other toxic
    organic pollutants, the conclusion was reached that butyl  benzyl
    phthalate  and dimethyl phthalate would be removed in a POTW to a
    moderate degree by biological treatment.  On the same  basis,  it
    was  concluded  that  di-n-octyl  phthalate would be removed to a
    slight degree or not at all.  An EPA study of seven POTW  facili-
    ties  revealed  that  for all but di-n-octyl phthalate, which was
    not studied, removals ranged from 62 to  87  percent.   The  most
    recent  EPA  study  of  the  behavior  of  toxic organics in POTW
    indicates removals ranging from 48 percent to 81 percent for  the
    six phthalate esters designated as toxic pollutants.
                                   575
    

    -------
    No information was found on possible interference with POTW oper-
    ation  or the possible effects on sludge by the phthalate esters.
    The water insoluble phthalate esters - butyl benzyl and di-n-octyl
    phthalate - would tend to remain in  sludge,  whereas  the  other
    four  toxic  pollutant  phthalate  esters with water solubilities
    ranging from 50 mg/1 to 4.5 mg/1 would probably pass through into
    the POTW effluent.
    
    Bis(2-ethylhexyl) phthalate (66).  In  addition  to  the  general
    remarks  and discussion on phthalate esters, specific information
    on bis(2-ethylhexyl) phthalate is provided.   Little  information
    is  available  about the physical properties of bis(2-ethylhexyl)
    phthalate.  It is a liquid boiling at 387°C  at  5mm  Hg  and  is
    insoluble  in water.  Its formula is C6H4(COOC8H17)2.   This toxic
    pollutant constitutes about  one-third  of  the  phthalate  ester
    production  in  the  U.S.   It is commonly referred to as dioctyl
    phthalate, or OOP, in the plastics industry where  it is the  most
    extensively  used  compound  for  the plasticization of polyvinyl
    chloride  (PVC).   Bis(2-ethylhexyl) phthalate has been approved by
    the FDA for use in plastics in contact with food.  Therefore,  it
    may  be  found  in  wastewaters  coming in contact with discarded
    plastic food wrappers  as  well  as  the  PVC  films  and  shapes
    normally  found  in  industrial  plants.  This toxic pollutant is
    also a commonly used organic diffusion pump oil,  where  its  low
    vapor pressure is an advantage.
    
    For  the  protection of human health from the toxic properties of
    bis(2-ethylhexyl) phthalate ingested through  water  and  through
    contaminated aquatic organisms, the ambient water quality criter-
    ion  is determined to be 15 mg/1.  If contaminated aquatic organ-
    isms alone are consumed, excluding the consumption of water,  the
    ambient water criteria is determined to be 50 mg/1..
    
    Biochemical oxidation of this toxic pollutant has  been studied on
    a   laboratory  scale at concentrations higher than would normally
    be  expected in municipal wastewater.  In fresh water with a  non-
    acclimated  seed  culture  no  biochemical oxidation was observed
    after 5,  10, and 20 days.  However, with an acclimated seed  cul-
    ture,  biological  oxidation  occured to the extents of 13, 0, 6,
    and 23 percent of theoretical after  5,  10,    15  and  20  days,
    respectively.   Bis(2-ethylhexyl) phthalate concentrations were  3
    to  10 mg/1.  Little or no removal of bis(2-ethylhexyl)  phthalate
    by  biological  treatment in a POTW is expected.   The most recent
    EPA study of the behavior of toxic organics in a   POTW  indicates
    that bis(2-ethylhexyl) phthalate is 62 percent removed.
    
    Butyl  Benzyl Phthalate  (67).  In addition to the  general remarks
    and discussion on phthalate esters, specific information on butyl
    benzyl phthalate  is provided.  No information was  found  on  the
    physical properties of this compound.
    
    
                                   576
    

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    Butyl  benzyl  phthalate  is  used as a plasticizer for PVC.  Two
    special  applications  differentiate  it  from  other   phthalate
    esters.   It  is  approved  by  the  U.S. FDA for food contact in
    wrappers and containers; and it  is  the  industry  standard  for
    plasticization  of  vinyl  flooring  because  it  provides  stain
    resistance.
    
    No ambient water quality criterion is proposed for  butyl  benzyl
    phthalate.
    
    Butyl  benzyl phthalate removal in a POTW by biological treatment
    is expected to occur to a moderate degree.  The most  recent  EPA
    study  of  the  behavior of toxic organics in POTW indicates that
    butyl benzyl phthalate is 59 percent removed.
    
    Di-n-butyl phthalate (68) .   In addition to  the  general  remarks
    and discussion on phthalate esters, specific information on di-n-
    butyl  phthalate  (DBP)  is  provided.   DBP  is a colorless, oil
    liquid,  boiling  at  340°C.   Its  water  solubility   at   room
    temperature  is  reported  to  be  0.4  g/1  and  4.5  g/1 in two
    different   chemistry   handbooks.    The   formula   for    DBP,
    C6H4(COOC4H,)2  is  the  same  as  for  its  isomer,  di-isobutyl
    phthalate.  DBP production is  1  to  2  percent  of  total  U.S.
    phthalate ester production.
    
    Dibutyl  phthalate  is  used to a limited extent as a plasticizer
    for polyvinyl chloride  (PVC).  It is  not  approved  for  contact
    with  food.    It is used in liquid lipsticks and as a diluent for
    polysulfide dental impression materials.  DBP is used as a  plas-
    ticizer for nitrocellulose in making gun powder, and as a fuel in
    solid  propellants  for  rockets.  Further uses are insecticides,
    safety glass manufacture, textile  lubricating  agents,  printing
    inks, adhesives, paper coatings, and resin solvents.
    
    For  protection  of  human  health  from  the toxic properties of
    dibutyl phthalate ingested through water and through contaminated
    aquatic  organisms,  the  ambient  water  quality  criterion   is
    determined  to  be  34  mg/1.   If contaminated aquatic organisms
    alone are consumed,  excluding  the  consumption  of  water,  the
    ambient water criterion is 154 mg/1.
    
    Biochemical oxidation of this toxic pollutant has been studied on
    a  laboratory  scale at concentrations higher than would normally
    be expected in municipal wastewaters.  Biochemical  oxidation  of
    35,  43,  and  45  percent of theoretical oxidation were obtained
    after  5,   10,  and   20   days,   respectively,   using   sewage
    microorganisms as an unacclimated seed culture.
    
    Biological  treatment   in a POTW  is expected to remove di-n-butyl
    phthalate to a moderate degree.  The most recent EPA study of the
    
    
                                   577
    

    -------
    behavior of toxic organics in a POTW  indicates  that  di-n-butyl
    phthalate is 48 percent removed.
    
    Di-n-octyl  phthalate  (69).    In addition to the general remarks
    and discussion on phthalate esters, specific information on di-n-
    octyl phthalate is provided.   Di-n-octyl phthalate is not  to  be
    confused  with  the isomeric bis(2-ethylhexyl)  phthalate which is
    commonly referred to in the  plastics  industry  as  DOP.   Di-n-
    octyl  phthalate is a liquid which boils at 220°C at 5 mm Hg.  It
    is insoluble in water.   Its molecular formula is C6H4(COOC0H,7)2.
    Its production constitutes about 1 percent of all phthalate ester
    production in the U.S.
    
    Industrially, di-n-octyl  phthalate is used  to  plasticize  poly-
    vinyl chloride (PVC) resins.
    
    No  ambient  water  quality  criterion is proposed for di-n-octyl
    phthalate.
    
    Biological treatment in a POTW is expected to lead to  little  or
    no removal of di-n-octyl  phthalate.  The most recent EPA study of
    the  behavior of toxic organics in POTW indicates that di-n-octyl
    phthalate is 81 percent removed.
    
    Diethyl phthalate (70) .  In addition to the general  remarks  and
    discussion  on  phthalate esters, specific information on diethyl
    phthalate is provided.   Diethyl phthalate, or DEP, is a  colorless
    liquid boiling at  296°  C,  and  is  insoluble  in  water.   Its
    molecular  formula  is  C6H4(COOC2H5)2.    Production  of  diethyl
    phthalate  constitutes  about  1.5  percent  of  phthalate  ester
    production in the U.S.
    
    Diethyl  phthalate is approved for use in plastic food containers
    by the U.S. FDA.  In addition to its use as a polyvinyl  chloride
    (PVC)  plasticizer,  DEP  is used to plasticize cellulose nitrate
    for gun powder, to dilute polysulfide dental  impression  materi-
    als,  and  as  an  accelerator  for dyeing triacetate fibers.  An
    additional use which would contribute to its wide distribution in
    the environment is as an approved special  denaturant  for  ethyl
    alcohol.   The  alcohol-containing  products  for which  DEP is an
    approved denaturant include a wide range of personal  care  items
    such  as bath preparations, bay rum, colognes, hair preparations,
    face and hand creams, perfumes and toilet  soaps.   Additionally,
    this  denaturant  is approved for use in biocides, cleaning solu-
    tions, disinfectants, insecticides, fungicides, and room deoder-
    ants  which have ethyl alcohol as part of the formulation.  It is
    expected, therefore, that people and buildings  would  have  some
    surface  loading of this toxic pollutant which would find  its way
    into raw wastewaters.
                                   578
    

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    For the protection of human health from the toxic  properties  of
    diethyl phthalate ingested through water and through contaminated
    aquatic  organisms,  the ambient water quality criterion is deter-
    mined to be 350 mg/1.   If contaminated  aquatic  organisms  alone
    are  consumed,  excluding  the  consumption of water, the ambient
    water criterion is 1,800 mg/1.
    
    Biochemical oxidation of this toxic pollutant has been studied on
    a laboratory scale at concentrations higher than  would  normally
    be  expected  in municipal wastewaters.  Biochemical oxidation of
    79, 84, and 89 percent of theoretical was observed after  5,  15,
    and  20  days  respectively.    Biological  treatment in a POTW is
    expected to lead to a  moderate  degree  of  removal  of  diethyl
    phthalate.    The  most  recent EPA study of the behavior of toxic
    organics in POTW indicates that diethyl phthalate is  74  percent
    removed.
    
    Dimethyl   Phthalate (71 ).   In addition to the general remarks and
    discussion on phthalate esters, specific information on  dimethyl
    phthalate (DMP) is provided.   DMP has the lowest molecular weight
    of  the phthalate esters - M.W. = 194 compared to M.W.  of 391 for
    bis(2-ethylhexyl) phthalate.   DMP has a boiling point  of  282°C.
    It  is  a  colorless  liquid, soluble in water to the extent of 5
    mg/1.  Its molecular formula is C6H4((C)CH3)2.
    
    Dimethyl  phthalate production in the U.S. is just under one  per-
    cent  of  total  phthalate ester production.   DMP is used to some
    extent as a plasticizer in cellulosics;  however,  its  principal
    specific use is for dispersion of polyvinylidene fluoride (PVDF).
    PVDF  is  resistant to most chemicals and finds use as electrical
    insulation, chemical process equipment (particularly  pipe),  and
    as a case for long-life finishes for exterior metal siding.  Coil
    coating techniques are used to apply PVDF dispersions to aluminum
    or galvanized steel siding.
    
    For  the  protection of human health from the toxic properties of
    dimethyl  phthalate ingested through water  and  through  contami-
    nated  aquatic  organisms,  the ambient water criterion is deter-
    mined to be 313 mg/1.   If contaminated  aquatic  organisms  alone
    are  consumed,  excluding  the  consumption of water, the ambient
    water criterion is 2,900 mg/1.
    
    Based on limited data and observations relating molecular  struc-
    ture  to  ease  of biochemical degradation of other toxic organic
    pollutants, it is expected that dimethyl phthalate will  be  bio-
    chemically  oxidized  to  a lesser extent than domestic sewage by
    biological treatment in a POTW.  The most recent EPA study of the
    behavior of toxic organics in  a  POTW  indicates  that  dimethyl
    phthalate is 50 percent removed.
                                   579
    

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    Polynuclear   	
    aromatic hydrocarbons
    group of 13 compounds
    polycyclic  aromatic
                                     (72-84)
    Aromatic  Hydrocarbons  	 	
            (PAH) selected as toxic
            consisting of
            rings.   The
                 The  polynuclear
               pollutants  are  a
    substituted and unsubstituted
    general class of PAH includes
    heterocyclics,  but none of
    tants.   PAH  are  formed
    when organic compounds are
    are  found  in  coke  oven
                          those  were  selected  as   toxic  pollu-
                          as  the result  of  incomplete combustion
                          burned with insufficient  oxygen.    PAH
                           emissions,  vehicular  emissions,  and
    volatile products of oil and gas burning.  The  compounds  chosen
    as  toxic pollutants are listed with their structural formula and
    melting point (m.p.).  All are insoluble in water.
    72   Benzo(a)anthracene (1,2-benzanthracene)
                                                 m.p.  162°C
    73   Benzo(a)pyrene (3,4-benzopyrene)
                                                 m.p.  176°C
    74
    3,4-Benzofluoranthene
                                        m.p.  168°c
    75   Benzo(k)fluoranthene (11,12-benzofluoranthene) m.p. 217 C
    76   Chrysene  (1,2-benzphenanthrene)
     77   Acenaphthylene
     78   Anthracene
                                                 m.p.  255°C
                                                 m.p.  92°C
                                                 m.p. 216°C
     79   Benzo(ghi)perylene  (1,12-benzoperylene) m.p. not  reported
                                    580
    

    -------
    80   Fluorene (alpha-diphenylenemethane)
                                                 m.p. 116°C
    81   Phenanthrene
                                                 m.p. 101°C
    82        Dibenzo(a,h)anthracene
    m.p. 269°C
                                       1,2,5,6dibenzoanthracene!
    83
    m.p.
    84
         Indeno
    not available
    (1,2,3-cd)pyrene
    2,3-o-phenylenepyrene)
    Pyrene
    Some of these toxic  pollutants  have  commercial  or  industrial
    uses.   Benzo(a)anthracene, benzo(a)pyrene, chrysene, anthracene,
    dibenzo(a,h)anthracene, and pyrene are all used as  antioxidants.
    Chrysene, acenaphthylene, anthracene, fluorene, phenanthrene, and
    pyrene  are  all used for synthesis of dyestuffs or other organic
    chemicals.  3,4-Benzofluoranthrene, benzo(k)fluoranthene,  benzo-
    (ghi)perylene,  and  indeno (1,2,3-cd)pyrene have no known indus-
    trial uses, according to  the  results  of  a  recent  literature
    search.
    
    Several of the PAH toxic pollutants are found  in smoked meats, in
    smoke flavoring mixtures, in vegetable oils, and in coffee.  Con-
    sequently,  they  are also found in many drinking water supplies.
    The wide distribution of these  pollutants  in  complex  mixtures
    with  the many other PAHs which have not been  designated as toxic
    pollutants results in exposures by humans that cannot be  associ-
    ated with specific individual compounds.
    
    The  screening  and verification analysis procedures used for the
    toxic organic pollutants are based on  gas  chromatography   (GO.
    Three pairs of the PAH have identical elution  times on the column
    specified in the protocol, which means that the parameters of the
    pair  are  not  differentiated.  For these three pairs anthracene
                                   581
    

    -------
    (78)  - phenanthrene (81); 3,4-benzofluoranthene (74) - benzo(k)-
    fluoranthene (75); and benzo(a)anthracene (72)  -  chrysene  (76)
    results  are  obtained  and reported as "either-or."  Either both
    are present in the combined concentration  reported,  or  one  is
    present in the concentration reported.
    
    There  are no studies to document the possible carcinogenic risks
    to humans by direct ingestion.   Air pollution studies indicate an
    excess of lung cancer mortality among workers  exposed  to  large
    amounts  of  PAH containing materials such as coa]  gas, tars, and
    coke-oven emissions.  However,  no definite proof €?xists that  the
    PAH  present  in  these materials are responsible for the cancers
    observed.
    
    Animal studies have demonstrated the toxicity of PAH by oral  and
    dermal  administration.   The  carcinogenicity  of   PAH  has been
    traced to formation of PAH metabolites which, in  turn,  lead  to
    tumor  formation.   Because the levels of PAH which induce cancer
    are very low, little work has been done on other  health  hazards
    resulting  from  exposure.   It  has  been  established in animal
    studies that tissue damage and systemic toxicity can result  from
    exposure to non-carcinogenic PAH compounds.
    
    Because  there  were  no studies available regarding chronic oral
    exposures to PAH mixtures, proposed water quality  criteria  were
    derived using data on exposure to a single compound.  Two studies
    were  selected,  one  involving  benzo(a)pyrene ingestion and one
    involving  dibenzo(a,h)anthracene  ingestion.   Both  are   known
    animal carcinogens.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic  effects  of  exposure   to   polynuclear   aromatic
    hydrocarbons   (PAH)  through  ingestion of water and contaminated
    aquatic organisms,  the  ambient  water  concentration  is  zero.
    Concentrations of PAH estimated to result in additional risk of  1
    in  100,000 were derived by the EPA and the Agency  is considering
    setting criteria at an interim target risk level in the range  of
    10~7,  10~6,  or  1 0~5  with corresponding criteria of  2.8 x 10~7
    mg/1, 2.8 x  10~* mg/1, and 2.8 x 10~5 mg/1, respectively.
    
    No standard toxicity tests have been reported for   freshwater  or
    saltwater organisms and any of the 13 PAH discussed here.
    
    The  behavior of PAH in a POTW has received only a  limited amount
    of study.  It  is reported that up to 90 percent of  PAH  entering  a
    POTW will be retained  in the  sludge  generated  by  conventional
    sewage  treatment  processes.   Some  of the PAH can inhibit bac-
    terial growth when they are present at concentrations as  low  as
    0.018  mg/1.   Biological treatment in activated sludge units has
    been shown  to   reduce  the  concentration  of  phenanthrene  and
    
    
                                   582
    

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    anthracene  to  some extent; however, a study of biochemical oxi-
    dation of fluorene on a laboratory scale  showed  no  degradation
    after 5, 10, and 20 days.   On the basis of that study and studies
    of other toxic organic pollutants, some general observations were
    made  relating molecular structure to ease of degradation.  Those
    observations lead to the conclusion that the 13 PAH  selected  to
    represent  that  group  as  toxic pollutants will be removed only
    slightly or not at all by biological treatment methods in a POTW.
    Based on their water insolubility and tendency to attach to sedi-
    ment particles very little pass through of PAH to  POTW  effluent
    is  expected.  The most recent EPA study of the behavior of toxic
    organics in POTW indicates that removals for five of the  13  PAH
    range from 40 percent to 83 percent.
    
    No  data  are  available  at this time to support any conclusions
    about contamination of land by PAH on which  sewage  sludge  con-
    taining PAH is spread.
    
    Tetrachloroethylene  (85) .   Tetrachloroethylene (CCL2CC1?), also
    called perchloroethylene and PCE  is  a  colorless,  nonflammable
    liquid   produced  mainly  by  two  methods  -  chlorination  and
    pyrolysis  of  ethane  and  propane,   and   oxychlorination   of
    dichloroethane.   U.S.  annual  production  exceeds 300,000 tons.
    PCE boils at 121°C and has a vapor pressure of 19 mm Hg at  20°C.
    It is insoluble in water but soluble in organic solvents.
    
    Approximately  two-thirds  of  the U.S. production of PCE is used
    for dry cleaning.  Textile processing and  metal  degreasing,  in
    equal amounts consume about one-quarter of the U.S. production.
    
    The  principal  toxic  effect of PCE on humans is central nervous
    system  depression  when  the  compound  is  inhaled.   Headache,
    fatigue,  sleepiness,  dizziness,  and sensations of intoxication
    are reported.  Severity of effects increases with  vapor  concen-
    tration.  High integrated exposure (concentration times duration)
    produces  kidney  and  liver  damage.   Very  limited data on PCE
    ingested by laboratory animals indicate liver damage occurs  when
    PCE  is  administered  by that route.  PCE tends to distribute to
    fat in mammalian bodies.
    
    One report found in the literature suggests, but  does  not  con-
    clude,  that PCE is teratogenic.  PCE has been demonstrated to be
    a liver carcinogen in B6C3-F1 mice.
    
    For the maximum protection of human  health  from  the  potential
    carcinogenic  effects  of  exposure to tetrachlorethylene through
    ingestion of water and contaminated aquatic organisms, the  ambi-
    ent  water concentration is zero.  Concentrations of tetrachloro-
    ethylene estimated to result in additional lifetime  cancer  risk
                                   583
    

    -------
    levels of 10-7, 10-', and 10~5 are 0.00008 mg/1,  and 0.0008 mg/1,
    and 0.008 mg/1, respectively.
    
    Many  of  the toxic organic pollutants have been investigated, at
    least in laboratory scale studies, at concentrations higher  than
    those  expected  to  be  contained by most municipal wastewaters.
    General  observations  have  been  developed  relating  molecular
    structure  to  ease  of  degradation for all of the toxic organic
    pollutants.   The conclusions reached by the study of the  limited
    data  is that biological treatment produces a moderate removal of
    PCE in a POTW by degradation.  No information was found to  indi-
    cate that PCE accumulates in the sludge, but some PCE is expected
    to  be adsorbed onto settling particles.  Some PCE is expected to
    be volatilized in aerobic treatment processes and little, if any,
    is expected to pass through into the effluent from the POTW.  The
    most recent EPA study of the behavior of toxic organics  in  POTW
    indicates that PCE is 81 percent removed.
    
    Toluene  (86).    Toluene  is  a  clear,  colorless  liquid with a
    benzene-like odor.  It is a naturally occuring  compound  derived
    primarily   from  petroleum  or  petrochemical  processes.   Some
    toluene is obtained from the manufacture of  metallurgical  coke.
    Toluene  is also referred to as totuol, methylbenzene, methacide,
    and phenylmethane.   It  is  an  aromatic  hydrocarbon  with  the
    formula  C6H5CH3.   It boils at 111°C and has a vapor pressure of
    30 mm Hg at room temperature.  The water solubility of toluene is
    535 mg/1, and  it is miscible with a variety of organic  solvents.
    Annual  production  of  toluene  in  the U.S. is greater than two
    million metric tons.  Approximately two-thirds of the toluene  is
    converted  to  benzene  and  the  remaining 30 percent is divided
    approximately  equally into chemical manufacture,  and  use  as  a
    paint solvent  and aviation gasoline additive.  An estimated 5,000
    metric  tons   is  discharged  to  the  environment  anually  as a
    constituent in wastewater.
    
    Most data on the effects of toluene in human  and  other  mammals
    have been based on inhalation exposure or dermal contact studies.
    There  appear  to be no reports of oral administration of toluene
    to human subjects.  A long term toxicity  study  on  female  rats
    revealed  no adverse effects on growth, mortality, appearance and
    behavior,  organ  to  body  weight  ratios,  blood-urea  nitrogen
    levels,  bone  marrow counts, peripheral blood counts, or morphol-
    ogy of major organs.  The effects of inhaled toluene on the  cen-
    tral  nervous  system,  both at high and low concentrations, have
    been studied in humans and animals.  However, ingested toluene is
    expected to be handled differently by  the  body  because   it  is
    absorbed more  slowly and must first pass through the liver  before
    reaching  the  nervous system.  Toluene  is extensively and rapidly
    metabolized in the liver.  One of the principal  metabolic  prod-
                                    584
    

    -------
    ucts  of  toluene  is  benzole  acid,  which itself seems to have
    little potential to produce tissue injury.
    
    Toluene does not appear to be teratogenic in  laboratory  animals
    or  man.   Nor  is  there any conclusive evidence that toluene is
    mutagenic.  Toluene has not been demonstrated to be  positive  in
    any ijn vitro mutagenicity or carcinogenicity bioassay system, nor
    to be carcinogenic in animals or man.
    
    Toluene  has  been  found  in fish caught in harbor waters in the
    vicinity of petroleum and petrochemical plants.   Bioconcentration
    studies have not been  conducted,  but  bioconcentration  factors
    have  been calculated on the basis of the octanol-water partition
    coefficient.
    
    For the protection of human health from the toxic  properties  of
    toluene  ingested  through water and through contaminated aquatic
    organisms, the ambient water criterion is determined to  be  14.3
    mg/1.    If  contaminated  aquatic  organisms  alone  are consumed
    excluding the consumption of water, the ambient  water  criterion
    is  424  mg/1.   Available  data show that the adverse effects on
    aquatic life occur at concentrations as low as 5 mg/1.
    
    Acute toxicity tests have  been  conducted  with  toluene  and  a
    variety of freshwater fish and Daphnia magna.  The latter appears
    to  be  significantly  more resistant than fish.  No test results
    have  been  reported  for  the  chronic  effects  of  toluene  on
    freshwater fish or invertebrate species.
    
    The  biochemical  oxidation  of  many of the toxic pollutants has
    been investigated in laboratory scale studies  at  concentrations
    greater  than  those  expected  to be contained by most municipal
    wastewaters.  At toluene concentrations ranging  from  3  to  250
    mg/1 biochemical oxidation proceeded to 50 percent of theoretical
    or  greater.   The time period varied from a few hours to 20 days
    depending on whether or not  the  seed  culture  was  acclimated.
    Phenol  adapted  acclimated seed cultures gave the most rapid and
    extensive biochemical oxidation.
    
    Based on study of the limited data, it is expected  that  toluene
    will  be  biochemically oxidized to a lesser extent than domestic
    sewage by biological treatment in a  POTW.    The  volatility  and
    relatively  low  water solubility of toluene lead to the expecta-
    tion that aeration processes will remove  significant  quantities
    of  toluene  from  the  POTW.  The EPA studied toluene removal in
    seven POTW facilities.   The  removals  ranged  from  40  to  100
    percent.   Sludge  concentrations of toluene ranged from 54 x 103
    to 1.85 mg/1.  The most recent EPA study of the behavior of toxic
    organics in a POTW indicates that toluene is 90 percent removed.
                                   585
    

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    Trichloroethylene      (87) .        Trichloroethylene      (1,1,2-
    trichloroethylene or TCE) is a clear, colorless liquid boiling at
    87°C.   It  has  a vapor pressure of 77 mm Hg at room temperature
    and is slightly soluble in water (1 g/1).    U.S.   production  is
    greater  than  0.25 million metric tons annually.  It is produced
    from tetrachloroethane by treatment with lime in the presence  of
    water.
    
    TCE  is  used for vapor phase degreasing of metal parts, cleaning
    and drying electronic components, as a solvent for paints,  as  a
    refrigerant, for extraction of oils, fats, and waxes, and for dry
    cleaning.   Its  widespread  use  and  relatively high volatility
    result in detectable levels in many parts of the environment.
    
    Data on the effects produced by  ingested TCE are  limited.   Most
    studies  have been directed at inhalation exposure.  Nervous sys-
    tem disorders and liver damage are frequent results of inhalation
    exposure.  In the short term exposures, TCE  acts  as  a  central
    nervous  system  depressant - it was used as an anesthetic before
    its other long term effects were defined.
    
    TCE has been shown to induce transformation in a highly sensitive
    ID. vitro Fischer rat embryo cell system (F1706) that is used  for
    identifying  carcinogens.   Severe and persistent toxicity to the
    liver was recently demonstrated  when TCE  was  shown  to  produce
    carcinoma  of  the  liver in mouse strain B6C3F1.  One systematic
    study of TCE exposure and the incidence of human cancer was based
    on 518 men exposed to TCE.  The  authors of that  study  concluded
    that  although  the cancer risk  to man cannot be ruled out, expo-
    sure to low levels of  TCE  probably  does  not  present  a  very
    serious and general cancer hazard.
    
    TCE  is bioconcentrated in aquatic species, making the consumption
    of  such  species by humans a significant source of TCE.  For the
    protection  of  human  health  from  the  potential  carcinogenic
    effects  of  exposure  to  trichloroethylene through ingestion of
    water and contaminated aquatic organisms, the ambient water  con-
    centration  should  be zero based on the non-threshold assumption
    of this chemical.  However, zero levels may not be attainable  at
    the  present  time.   Therefore,  the  levels which may result in
    incremental  increase  of  cancer  risk  over  the  lifetime  are
    estimated at 10~7, 10~6, and 10~5.   The corresponding recommended
    criteria  are  0.00027  mg/1,  0.0027  mg/1,  and 0.027 mg/1.  If
    contaminated aquatic organisms alone are consumed, excluding  the
    consumption of water, the water  concentration should be less than
    0.807  mg/1  to  keep  the  additional lifetime  cancer risk below
    10-s.
    
    Only a very limited amount of data   on  the  effects  of  TCE  on
    freshwater aquatic life are available.  One species of fish  (fat-
    
    
                                   586
    

    -------
    head  minnows)  showed  a  loss  of equilibrium at concentrations
    below those resulting in lethal effects.
    
    In laboratory scale studies of toxic organic pollutants, TCE  was
    subjected  to biochemical oxidation conditions.  After 5, 10, and
    20 days no biochemical oxidation occurred.  On the basis of  this
    study  and  general  observations relating molecular structure to
    ease of degradation, the conclusion is  reached  that  TCE  would
    undergo  no  removal  by  biological  treatment  in  a POTW.  The
    volatility and relatively low water solubility of TCE is expected
    to result in volatilization of some of the TCE in aeration  steps
    in  a  POTW.   The most recent EPA study of the behavior of toxic
    organics in a POTW indicates that TCE is 85 percent removed.
    
    Vinyl Chloride (88) .  No freshwater organisms  have  been  tested
    with vinyl chloride and no statement can be made concerning acute
    or chronic toxicity.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects due to exposure of  vinyl  chloride  through
    ingestion  of  contaminated  water and contaminated aquatic orga-
    nisms, the ambient water concentrations should be zero  based  on
    the  non-threshold  assumption  for this chemical.  However, zero
    level may not be attainable at the present time.  Therefore,  the
    levels  which  may  result in incremental increase of cancer risk
    over the lifetime are estimated at 10~5,  10~6,  and  10~7.   The
    corresponding recommended criteria are 0.02 mg/1, 0.002 mg/1, and
    0.0002  mg/1, respectively.  For consumption of aquatic organisms
    only, excluding consumption of water, the levels are  5.25  mg/1,
    0.525 mg/1, and 0.0525 mg/1, respectively.
    
    Vinyl chloride has been used for over 40 years in producing poly-
    vinyl  chloride (PVC) which in turn is the most widely used mate-
    rial in the manufacture of plastics throughout the world.  Of the
    estimated 18 billion pounds of vinyl chloride produced  worldwide
    in  1972, about 25 percent was manufactured in the United States.
    Production  of  vinyl  chloride  in  the  United  States  reached
    slightly over 5 billion pounds in 1978.
    
    Vinyl chloride and polyvinyl chloride are used in the manufacture
    of numerous products in building and construction, the automotive
    industry,  for  electrical  wire  insulation  and cables, piping,
    industrial and household equipment, packaging for food  products,
    medical  supplies,  and  is  depended upon heavily by the rubber,
    paper, and glass industries.  Polyvinyl chloride and vinyl  chlo-
    ride  copolymers  are  distributed  and processed in a variety of
    forms including dry resins,  plastisol  (dispersions  in  plasti-
    cizers),  organosol,  (dispersions  in plasticizers plus volatile
    solvent), and latex (colloidal dispersion in water).  Latexes are
    used to coat or impregnant paper, fabric, or leather.
                                   587
    

    -------
    Vinyl chloride (CH2CHC1;  molecular  weight  62.5)  is  a  highly
    flammable  chloroolefinic  hydrocarbon  which  emits  a  sweet or
    pleasant odor and has a vapor density slightly  more  than  twice
    that  of  air.   It  has a boiling point of -13.9°C and a melting
    point of -153.BOC.   Its solubility  in  water  at  28°C  is  0.11
    g/lOOg  water  and  it  is soluble in alcohol and very soluble in
    ether and carbon tetrachloride.  Vinyl chloride is  volatile  and
    readily  passes  from  solution  into  the  gas  phase under most
    laboratory and ecological conditions   Many salts such as soluble
    silver and copper salts, ferrous  chloride,  platinous  chloride,
    iridium  dichloride,  and  mercurous chloride to name a few, have
    the ability to form complexes with vinyl chloride  which  results
    in  its  increased solubility in water.  Conversely, alkali metal
    salts such as sodium  or  potassium  chloride  may  decrease  the
    solubility  of  vinyl  chloride in ionic strengths of the aqueous
    solution.  Therefore, the amounts  of  vinyl  chloride  in  water
    could be influenced significantly by the presence of salts.
    
    Vinyl chloride introduced into aquatic systems will most probably
    be  quickly transferred to the atmosphere through volatilization.
    In fact, results  from  model  simulations  indicate  that  vinyl
    chloride  should  not  remain  in an aquatic ecosystem under most
    natural conditions.
    
    Based on the  information found, it does not appear that oxidation
    hydrolysis, biodegradation or sorption, are important  fate  pro-
    cesses for vinyl chloride in the aquatic environment.
    
    Based  on  the 1982 POTW study (cite), the removal efficiency for
    vinyl chloride at a POTW with secondary treatment is 94 percent.
    
    Endosulfan  (97).   For  endosulfan  the  criterion  to   protect
    freshwater  aquatic  life  is determined to be 0.000056 mg/1 as  a
    24-hour average and the concentration should not  exceed  0.00022
    mg/1 at any time.
    
    For endosulfan the criterion to protect saltwater aquatic life  is
    determined  to  be  8.7  x 10~6 mg/1 as a 24-hour average and the
    concentration should not exceed 0.000034 mg/1 at any time.
    
    For the protection of human health from the toxic  properties  of
    endosulfan  ingested through water and contaminated aquatic orga-
    nisms, the ambient water criterion  is  determined  to  be  0.074
    mg/1.
    
    For  the  protection of human health from the toxic properties of
    endosulfan ingested through contaminated aquatic organisms  alone,
    the ambient water criterion is determined to be 0.159 mg/1.
                                    588
    

    -------
    Endosulfan is a broad-spectrum insecticide of the group of  poly-
    cyclic chlorinated hydrocarbons called cyclodiene insecticides.
    
    Annual  production  of  endosulfan in the United States was esti-
    mated in 1974 at three million pounds.  It is  presently  on  the
    U.S.  EPA's  restricted  list  which  limits its usage.  However,
    significant commercial use of endosulfan for  insect  control  on
    vegetables, fruits, and tobacco continues.
    
    Endosulfan  is  a  light  to  dark brown crystalline solid with a
    terpene-like odor, having the molecular formula in water of  0.06
    to  0.15  mg/1  and  is readily soluble in organic solvents.  The
    chemical  name   for   endosulfan   is   6,7,8,9,10,1Ohexachloro-
    1,5,5a,6,9,9a-hexahydro-6,9-methano-2,4,3-benzodioxathiepin-3-
    oxide.
    
    Technical   grade  endosulfan  has  a  purity of 95 percent and is
    composed of a mixture of two steroisomers referred  to  as  alpha
    and  beta  or  I  and  II.  It has a melting point range of 70 to
    100°C and a density of 1.745 at 20°C.  The endosulfan isomers are
    present in the ratio 70 percent isomer I to 30 percent isomer II.
    Impurities present in technical grade endosulfan  consist  mainly
    of  the degradation products and may not exceed 2 percent endosul-
    fandiol  and  1  percent endosulfan ether.  Endosulfan is commer-
    cially available in the  form  of  wettable  powders,  emulsified
    concentrates,  granules, and dusts of various concentrations.  It
    is  a powerful contact and stomach insectide  used  to  control  a
    wide spectrum of insects.
    
    Endosulfan is stable to sunlight, but is susceptible to oxidation
    and  the formation of endosulfan sulfate in the presence of grow-
    ing vegetation.  Technical grade endosulfan is sensitive to mois-
    ture, bases, and acids and decomposes slowly by hydrolysis to S02
    and endosulfan alcohol.
    
    In  the environment,  endosulfan  is  metabolically  converted  by
    microorganisms,  plants, and animals to endosulfan sulfate, endo-
    sulfandiol, endosulfan ether, endosulfan hydroxyether, and  endo-
    sulfan lactone.
    
    Endrin  (98).   Endrin  is  the  common name of one member of the
    cyclodiene group of pesticides.  It is a cyclic hydrocarbon  hav-
    ing  a  chlorine-substituted methanobridge structure.  Chemically
    pure endrin is a white crystalline  solid,  while  the  technical
    compound  is  a  light  tan powder.  The specific gravity of this
    compound is 1.7 at 20°C; the vapor pressure  is  2.7  x  10~7  at
    25°C; and the substance begins to decompose at 200°C.  Endrin was
    introduced  into  the  United States in 1951.  The endrin sold in
    the United States is a technical grade  product,  containing  not
    less than 95 percent active ingredient, available in a variety of
    
    
                                   589
    

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    diluted  formulations.    Endrin is very insoluble in water, about
    0.2 mg/1.
    
    Known uses of endrin in the United  States  are  as  an  avicide,
    rodenticide,  and  insecticide,  the latter being the most preva-
    lent.  Endrin enters the environment primarily  as  a  result  of
    direct  applications to soil and crops.  Waste material discharge
    from endrin manufacturing and formulating plants and disposal  of
    empty  containers also contribute significantly to observed resi-
    due levels.  In the past several years,  endrin  utilization  has
    been  increasingly  restricted  and  production  has continued to
    decline.  In 1978, endrin production  was  approximately  400,000
    Ibs.
    
    Most  of  the invertebrate species tested for acute toxicity were
    substantially more tolerant  than  fishes  in  sensitivity.   The
    generally  higher tolerance of the insects and related groups was
    unexpected since endrin is an effective insecticide.
    
    Despite its high acute toxicity, endrin is a  relatively  nonper-
    sistent  pesticide  in  humans.   Endrin  residues have only been
    detected in the body tissues of humans immediately after an acute
    exposure.   However, little is known  concerning  the  persistence
    and toxicity of endrin metabolites.
    
    No   malignancies  attributable  to  endrin  exposure  have  been
    reported in the literature.  Teratogenesis,  growth  retardation,
    and  increases  in fetal mortality have been observed in mice and
    hamsters following endrin administration.  Endrin toxicity  seems
    to  result  primarily  from the effects of endrin and its metabo-
    lites on the central nervous system.
    
    The ambient water quality criterion for endrin is recommended  to
    be  identical  to  the  existing drinking water standard which is
    0.001 mg/1.
    
    POTW removal efficiency is not known at this time.
    
    Polychlorinated Biphenyls   (106  -  112).   Polychlorinated  10),
    designated  PCB's, are chlorinated derivatives of biphenyls.  The
    commercial products are complex mixtures of chlorobiphenyls,  but
    are  no  longer  produced   in  the  U.S.   The  mixtures produced
    formerly  were  characterized  by  the  percentage  chlorination.
    Direct  chlorination  of  biphenyl  was  used to produce mixtures
    containing  from 21  to  70  percent  chlorine.   Seven  of  these
    mixtures have been selected as toxic pollutants:
                                   590
    

    -------
    Toxic
    Pollu-
    tant
    No. Name
    1
    1
    1
    1
    1
    1
    1
    06
    07
    08
    09
    10
    1 1
    12
    Arochlor
    1242
    1254
    1221
    1232
    1248
    1260
    1016
    Percent
    Chlorine
    42
    54
    20.5-21 .5
    31 .4-32.5
    48
    60
    41
    Range (°C)
    Distilla-
    tion
    325-366
    365-390
    275-320
    290-325
    340-375
    385-420
    323-356
    Pour Water
    Point (o C) Solubility
    -1
    1
    -3
    3
    9
    0
    1
    5.5
    7
    1
    240
    12
    200
    54
    2.7
    225-250
    The  arochlors  1221,  1232,  1016, 1242, and 1248 are colorless,
    oily liquids/ 1254 is a viscous liquid; 1260 is a sticky resin at
    room temperature.   Total annual U.S. production of PCB's averaged
    about 20,000 tons in 1972 to 1974.
    
    Prior to 1971, PCB's were used in several applications  including
    plasticizers,  heat  transfer  liquids,  hydraulic fluids, lubri-
    cants,  vacuum pump  and  compressor  fluids,  and  capacitor  and
    transformer  oils.   After  1970,  when PCS use was restricted to
    closed systems,  the latter two  uses  were  the  only  commercial
    applications.
    
    The  toxic effects of PCB's ingested by humans have been reported
    to range from acne-like skin eruptions and  pigmentation  of  the
    skin  to  numbness  of  limbs,  hearing  and vision problems, and
    spasms.  Interpretation of results is  complicated  by  the  fact
    that the very highly toxic polychlorinated dibenzofurans (PCDF's)
    are  found  in  many  commercial PCB mixtures.  Photochemical and
    thermal decomposition appear to accelerate the transformation  of
    PCB's  to  PCDF's.   Thus  the  specific  effects of PCB's may be
    masked by the effects of PCDF's.  However,  if  PCDF's  are  fre-
    quently  present  to  some  extent in any PCB mixture, then their
    effects may be properly included in the effects of PCB mixtures.
    
    Studies of effects of PCB's in laboratory animals  indicate  that
    liver and kidney damage, large weight losses, eye discharges, and
    interference  with  some  metabolic  processes  occur frequently.
    Teratogenic effects of PCB's  in  laboratory  animals  have  been
    observed,  but  are  rare.  Growth retardations during gestation,
    and reproductive failure are  more  common  effects  observed  in
    studies  of  PCB  teratogenicity.   Carcinogenic effects of PCB's
    have been studied in laboratory animals with results  interpreted
    as positive.  Specific reference has been made to liver cancer in
    rats in the discussion of water quality criterion formulation.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects of exposure to PCB's  through  ingestion  of
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    water  and contaminated aquatic organisms, the ambient water con-
    centration should be zero.  Concentrations of PCB's estimated  to
    result in additional lifetime cancer risk at risk levels of 10~7,
    10~6,  and  10-5  are  0.0000079 mg/1, 0.000079 mg/1, and 0.00079
    mg/1, respectively.
    
    The behavior of PCB's in a POTW has received limited study.  Most
    PCB's will be removed with sludge.  One study showed removals  of
    82  to  89  percent,  depending  on suspended solid removal.  The
    PCB's adsorb onto suspended sediments and other particulates.  In
    laboratory scale  experiments  with  PCB  1221,  81  percent  was
    removed by degradation in an activated sludge system in 47 hours.
    Biodegradation  can  form polychlorinated dibenzofurans which are
    more toxic than PCB's (as noted earlier).   PCB's  at  concentra-
    tions  of  0.1  to  1,000 mg/1 inhibit or enhance bacterial growth
    rates, depending on the  bacterial  culture  and  the  percentage
    chlorine  in the PCB.  Thus, activated sludge may be inhibited by
    PCB's.  Based on studies of  bioaccumulation  of  PCB's  in  food
    crops grown on soils amended with PCB-containing sludge, the U.S.
    FDA  has recommended a limit of 10 mg PCB/kg dry weight of sludge
    used for application to soils bearing food crops.
    
    Antimony (114).  Antimony (chemical name - stibium,  symbol  Sb),
    classified  as  a   non-metal  or  metalloid,  is a silvery white,
    brittle crystalline solid.  Antimony is found in small ore bodies
    throughout the world.  Principal ores are oxides of  mixed  anti-
    mony  valences,  and an oxysulfide ore.  Complex ores with metals
    are  important because the antimony is recovered as a  by-product.
    Antimony  melts  at 631°C, and is a poor conductor of electricity
    and heat.
    
    Annual U.S. consumption of primary antimony ranges from 10,000 to
    20,000 tons.  About half  is consumed in metal products  -  mostly
    antimonial  lead  for lead acid storage batteries, and about half
    in non-metal products.  A principal compound is antimony trioxide
    which is used as a  flame  retardant in fabrics, and as  an  opaci-
    fier in glass, ceramics,  and enamels.  Several antimony compounds
    are  used as catalysts in organic chemicals synthesis, as fluori-
    nating agents  (the  antimony fluoride), as pigments, and in  fire-
    works.  Semiconductor applications are economically significant.
    
    Essentially  no  information  on  antimony-induced  human  health
    effects has been derived  from  community  epidemiology  studies.
    The  available  data  are in literature relating effects observed
    with therapeutic or medicinal  uses  of  antimony  compounds  and
    industrial  exposure  studies.   Large therapeutic doses of anti-
    monial compounds, usually used  to  treat  schistisomiasis,  have
    caused  severe  nausea,   vomiting,  convulsions,   irregular heart
    action,  liver  damage,   and  skin  rashes.   Studies  of   acute
    industrial  antimony  poisoning  have  revealed  loss of appetite,
    
    
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    diarrhea,  headache, and dizziness in  addition  to  the  symptoms
    found in studies of therapeutic doses of antimony.
    
    For  the  protection of human health from the toxic properties of
    antimony ingested through water and through contaminated  aquatic
    organisms  the  ambient water criterion is determined to be 0.146
    mg/1.   If contaminated aquatic organisms are consumed,  excluding
    the  consumption  of water, the ambient water criterion is deter-
    mined to be 45 mg/1.  Available data show that adverse effects on
    aquatic life occur at concentrations higher than those cited  for
    human health risks.
    
    The  limited  solubility of most antimony compounds expected in a
    POTW,  i.e., the oxides and sulfides, suggests that at least  part
    of the antimony entering a POTW will be precipitated and incorpo-
    rated  into  the  sludge.   However, some antimony is expected to
    remain dissolved and pass through the  POTW  into  the  effluent.
    Antimony  compounds  remaining  in the sludge under anaerobic and
    very toxic compound.  There are no data to show antimony inhibits
    any POTW processes.  The most recent EPA study of the behavior of
    toxic pollutants in POTW indicates that antimony  is  60  percent
    removed.   Antimony is not known to be essential to the growth of
    plants, and has been reported to be moderately toxic.  Therefore,
    sludge containing large amounts of antimony could be  detrimental
    to plants if it is applied in large amounts to cropland.
    
    Arsenic  (115).  Arsenic (chemical symbol As), is classified as a
    non-metal or metalloid.  Elemental arsenic normally exists in the
    alpha-crystalline metallic form which is steel gray and  brittle,
    and  in  the beta form which is dark gray and amorphous.  Arsenic
    sublimes at 615°C.  Arsenic is widely distributed throughout  the
    world  in a large number of minerals.  The most important commer-
    cial source of arsenic is  as  a  by-product  from  treatment  of
    copper, lead, cobalt, and gold ores.  Arsenic is usually marketed
    as  the  trioxide  (S2O3).  Annual U.S. production of the trioxide
    approaches 40,000 tons.
    
    The principal use of arsenic is in agricultural chemicals (herbi-
    cides) for controlling weeds in cotton fields.   Arsenicals  have
    various  applications  in  medicinal  and  vetrinary use, as wood
    preservatives, and in semiconductors.
    
    The effects of arsenic in humans were known by the ancient Greeks
    and Romans.  The principal  toxic  effects  are  gastrointestinal
    disturbances.   Breakdown of red blood cells occurs.  Symptoms of
    acute  poisoning   include  vomiting,  diarrhea,  abdominal  pain,
    lassitude,  dizziness,  and  headache.   Longer exposure produced
    dry, falling hair, brittle, loose nails, eczema, and exfoliation.
    Arsenicals also exhibit  teratogenic  and  mutagenic  effects  in
    humans.   Oral  administration  of  arsenic  compounds  has  been
    
    
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    associated clinically with skin cancer  for  nearly  one  hundred
    years.    Since  1888  numerous  studies  have linked occupational
    exposure and therapeutic administration of arsenic  compounds  to
    increased incidence of respiratory and skin cancer.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects of exposure to arsenic through ingestion  of
    water  and contaminated aquatic organisms, the ambient water con-
    centration is  zero.   Concentrations  of  arsenic  estimated  to
    result  in  additional lifetime cancer risk levels of 10~7, 10~6,
    lO-5 are 2.2 x 10~7 mg/1, 2.2  x  10~«,  and  2.2  x  TO-5  rag/1,
    respectively.    If  contaminated  aquatic  organisms  alone  are
    consumed,  excluding  the  consumption  of   water,   the   water
    concentration  should  be  less  than  1.75  x  10~4  to keep the
    increased lifetime cancer risk below 10~5.  Available  data  show
    that  adverse  effects  on  aquatic  life occur at concentrations
    higher than those cited for human health risks.
    
    A few studies have been made regarding the behavior of arsenic in
    a POTW.  One EPA survey of nine POTW facilities reported influent
    concentrations ranging from 0.0005 to 0.693 mg/1; effluents  from
    three a POTW having biological treatment contained 0.0004 to 0.01
    mg/1;  two POTW facilities showed arsenic removal efficiencies of
    50 and 71 percent in biological treatment.  Inhibition of  treat-
    ment  processes  by  sodium  arsenate is reported to occur at 0.1
    mg/1 in activated sludge, and 1.6  mg/1  in  anaerobic  digestion
    processes.   In  another study based on data from 60 POTW facili-
    ties, arsenic in sludge ranged from 1.6 to  65.6  mg/kg  and  the
    median value was 7.8 mg/kg.  The most recent EPA study of the
    
    behavior  of  toxic  pollutants  in  POTW  indicates  that  total
    trivalent arsenic is  65  percent  removed.   Arsenic  in  sludge
    spread  on cropland may be taken up by plants grown on that land.
    Edible plants can take up arsenic, but normally their  growth  is
    inhibited before the plants are ready for harvest.
    
    Beryllium  (117).  Beryllium is a dark gray metal of the alkaline
    earth family.  It is relatively rare, but because of  its  unique
    properties   finds   widespread   use  as  an  alloying  element,
    especially  for  hardening  copper  which  is  used  in  springs,
    electrical contacts, and non-sparking tools.  World production is
    reported  to be in the range of 250 tons annually.  However, much
    more reaches the  environment  as  emissions  from  coal  burning
    operations.   Analysis  of  coal  indicates  an average beryllium
    content of 3 ppm and 0.1 to 1.0 percent in coal ash or fly ash.
    
    The principal ores are beryl (3BeO - Al203.6Si02) and bertrandite
    [Be4Si207(OH)2].   Only   two   industrial   facilities   produce
    beryllium  in  the  U.S. because of limited demand and the highly
    toxic character.  About two-thirds of the annual production  goes
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    into  alloys,  20  percent  into  heat sinks, and 10 percent into
    beryllium oxide (BeO) ceramic products.
    
    Beryllium has a specific gravity of 1.846, making it the lightest
    metal with a high melting point (1,350° C).   Beryllium alloys are
    corrosion resistant, but the metal corrodes in  aqueous  environ-
    ments.   Most common beryllium compounds are soluble in water, at
    least to the extent necessary to produce a toxic concentration of
    beryllium ions.
    
    Most data on toxicity of beryllium is for inhalation of beryllium
    oxide dust.   Some studies on  orally  administered  beryllium  in
    laboratory  animals have been reported.  Despite the large number
    of studies implicating beryllium as a  carcinogen,  there  is  no
    recorded  instance  of  cancer being produced by ingestion.  How-
    ever, a recently convened panel of uninvolved  experts  concluded
    that  epidemiologic  evidence  is  suggestive that beryllium is a
    carcinogen in man.
    
    In the aquatic environment  beryllium  is  chronically  toxic  to
    aquatic  organisms  at  0.0053  mg/1.   Water softness has a large
    effect on beryllium toxicity to fish.   In soft  water,  beryllium
    is reportedly 100 times as toxic as in hard water.
    
    For  the  maximum  protection  of human health from the potential
    carcinogenic effects of exposure to beryllium  through  ingestion
    of  water  and  contaminated  aquatic organisms the ambient water
    concentration is zero.  Concentrations of beryllium estimated  to
    result  in  additional lifetime cancer risk levels of 10~7, 10~6,
    and  10~5 are 6.8 x 10~7 mg/1, 6.8 x 10-*  mg/1  and  6.8  x  10~5
    mg/1.  respectively.  If contaminated aquatic organisms alone are
    consumed  excluding  the  consumption of water, the concentration
    should be less than 0.00117 mg/1 to keep the  increased  lifetime
    cancer risk below 10~5.
    
    Information  on  the  behavior  of beryllium in a POTW is scarce.
    Because beryllium hydroxide is insoluble in water, most beryllium
    entering a POTW will probably be in the form of suspended solids.
    As a result most of the beryllium will settle and be removed with
    sludge.  However, beryllium has been  shown  to  inhibit  several
    enzyme systems, to interfere with DNA metabolism in liver, and to
    induce  chromosomal and mitotic abnormalities.  This interference
    in cellular processes may extend  to  interfere  with  biological
    treatment  processes.  The concentration and effects of beryllium
    in sludge which  could  be  applied  to  cropland  has  not  been
    studied.
    
    Cadmium  (118) .   Cadmium  is  a relatively rare metallic element
    that is seldom found in sufficient quantities in a pure state  to
    warrant  mining  or  extraction  from the earth's surface.  It is
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    found in trace amounts of about  1   ppm  throughout  the  earth's
    crust.   Cadmium  is, however, a valuable by-product of zinc pro-
    duction.
    
    Cadmium is used primarily as an electroplated metal, and is found
    as an impurity in the  secondary  refining  of  zinc,  lead,  and
    copper.
    
    Cadmium  is  an  extremely dangerous cumulative toxicant, causing
    progressive chronic poisoning  in  mammals,  fish,  and  probably
    other organisms.  The metal is not excreted.
    
    Toxic  effects of cadmium on man have been reported from through-
    out the world.  Cadmium may be a factor  in  the  development  of
    such  human pathological conditions as kidney disease, testicular
    tumors,   hypertension,   arteriosclerosis,   growth   inhibition,
    chronic  disease  of  old  age,  and cancer.  Cadmium is normally
    ingested by humans through food and water as well as by breathing
    air contaminated by cadmium dust.  Cadmium is cumulative  in  the
    liver, kidney, pancreas, and thyroid of humans and other animals.
    A  severe bone and kidney syndrome known as itai-itai disease has
    been documented in Japan  as  caused  by  cadmium  ingestion  via
    drinking  water  and contaminated irrigation wate?r.  Ingestion of
    as little as 0.6 mg/day has produced the disease.   Cadmium  acts
    synergistically with other metals.   Copper and zinc substantially
    increase its toxicity.
    
    Cadmium   is   concentrated  by  marine  organisms,  particularly
    molluscs, which accumulate cadmium in calcareous  tissues  and  in
    the viscera.  A concentration factor of 1,000 for cadmium in fish
    muscle  has been reported, as have concentration  factors of 3,000
    in marine plants and up to 29,600 in certain marine animals.  The
    eggs and larvae of fish are apparently more sensitive than  adult
    fish  to  poisoning by cadmium, and crustaceans appear to be more
    sensitive than fish eggs and  larvae.
    
    For the protection of human health from the toxic  properties  of
    cadmium  ingested  through water and through contaminated aquatic
    organisms, the ambient water  criterion is determined to be  0.010
    mg/1.   Available  data show  that adverse effects on aquatic life
    occur at concentrations in the same  range  as  those  cited  for
    human health, and they are highly dependent on water hardness.
    
    Cadmium  is  not destroyed when  it is introduced  into a POTW, and
    will either pass through to the POTW effluent or  be   incorporated
    into  the  POTW  sludge.   In addition, it can interfere with the
    POTW treatment process.
    
    In a study of  189 POTW facilities,  75  percent   of   the  primary
    plants,  57 percent of the trickling filter plants,  66 percent of
    
    
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    the activated sludge plants, and 62  percent  of  the  biological
    plants  allowed  over  90 percent of the influent cadmium to pass
    through to the POTW effluent.  Only two of the 189  POTW  facili-
    ties  allowed  less  than  20 percent pass-through, and none less
    than  10  percent  pass-through.   POTW  effluent  concentrations
    ranged  from  0.001  to  1.97  mg/1  (mean  0.028  mg/1,  standard
    deviation 0.167 mg/1).   The most recent EPA study of the behavior
    of toxic pollutants in POTW indicates that cadmium is 38  percent
    removed.
    
    Cadmium  not  passed  through  the  POTW  will be retained in the
    sludge where it is likely to build up in concentration.   Cadmium
    contamination  of  sewage  sludge limits its use on land since it
    increases the level of cadmium  in  the  soil.   Data  show  that
    cadmium  can be incorporated into crops, including vegetables and
    grains, from contaminated soils.  Since the crops themselves show
    no adverse effects from soils with levels up to  100  mg/kg  cad-
    mium, these contaminated crops could have a significant impact on
    human  health.   Two Federal agencies have already recognized the
    potential adverse human health effects posed by the use of sludge
    on cropland.  The FDA recommends that sludge containing  over  30
    mg/kg of cadmium should not be used on agricultural land.  Sewage
    sludge  contains  3 to 300 mg/kg (dry basis) of cadmium mean = 10
    mg/kg; median = 16  mg/kg.   The  USDA  also  recommends  placing
    limits  on  the  total cadmium from sludge that may be applied to
    land.
    
    Chromium (119).  Chromium is an elemental metal usually found  as
    a  chromite  (FeO»Cr203).   The  metal  is  normally  produced by
    reducing the  oxide  with  aluminum.   reducing  the  oxide  with
    aluminum.   A  significant  proportion of the chromium used is in
    the form of compounds such as sodium  dichromate   (Na2Cr04),  and
    chromic acid (Cr03) - both are hexavalent chromium compounds.
    
    Chromium is found as an alloying component of many steels and its
    compounds  are  used  in  electroplating  baths, and as corrosion
    inhibitors for closed water circulation systems.
    
    The two chromium forms most frequently found in  industry  waste-
    waters  are  hexavalent and trivalent chromium.  Hexavalent chro-
    mium is the form used  for  metal  treatments.   Some  of  it  is
    reduced  to  trivalent  chromium as part of the process reaction.
    The raw wastewater containing  both  valence  states  is  usually
    treated  first  to reduce remaining hexavalent to trivalent chro-
    mium, and second to precipitate the trivalent form as the hydrox-
    ide.  The hexavalent form is not removed by lime treatment.
    
    Chromium, in its various valence states, is hazardous to man.  It
    can produce lung tumors when inhaled, and induces skin sensitiza-
    tions.  Large doses of chromates have corrosive  effects  on  the
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    intestinal  tract  and  can  cause  inflammation  of the kidneys.
    Hexavalent chromium is a known human carcinogen.  Levels of chro-
    mate ions that show no effect in man appear to be so  low  as  to
    prohibit determination, to date.
    
    The  toxicity  of  chromium  salts to fish and other aquatic life
    varies widely with the species,  temperature, pH, valence  of  the
    chromium, and synergistic or antagonistic effects, especially the
    effect  of  water  hardness.   Studies  have shown that trivalent
    chromium is more toxic to fish of some types than  is  hexavalent
    chromium.  Hexavalent chromium retards growth of one fish species
    at  0.0002  mg/1.   Fish  food organisms and other lower forms of
    aquatic life are extremely  sensitive  to  chromium.   Therefore,
    both hexavalent and trivalent chromium must be considered harmful
    to particular fish or organisms.
    
    For  the  protection of human health from the toxic properties of
    chromium (except hexavalent chromium) ingested through water  and
    contaminated  aquatic organisms, the ambient water quality crite-
    rion is 170 mg/1.  If contaminated aquatic  organisms  alone  are
    consumed,  excluding  the consumption of water, the ambient water
    criterion for trivalent chromium  is  3,433  mg/1.   The  ambient
    water quality criterion for hexavalent chromium is recommended to
    be  identical  to  the existing drinking water standard for total
    chromium which is 0.050 mg/1.
    
    Chromium is not destroyed when treated by a  POTW  (although  the
    oxidation  state may change), and will either pass through to the
    POTW effluent or be incorporated into the POTW sludge.  Both oxi-
    dation states can cause POTW treatment inhibition  and  can  also
    limit the usefulness of municipal sludge.
    
    Influent  concentrations of chromium to POTW facilities have been
    observed by EPA to range from 0.005 to 14.0 mg/1, with  a  median
    concentration of 0.1 mg/1.  The efficiencies for removal of chro-
    mium  by the activated sludge process can vary greatly, depending
    on chromium concentration in the influent,  and  other  operating
    conditions  at the POTW.  Chelation of chromium by organic matter
    and dissolution due to  the  presence  of  carbonates  can  cause
    deviations from the predicted behavior in treatment systems.
    
    The  systematic presence of chromium compounds will halt nitrifi-
    cation in a POTW for short periods, and most of the chromium will
    be retained in the sludge solids.  Hexavalent chromium  has  been
    reported  to  severely affect the nitrification process, but tri-
    valent chromium has little or no toxicity  to  activated  sludge,
    except at high concentrations.  The presence of iron, copper, and
    low  pH  will  increase  the  toxicity  of  chromium  in a POTW by
    releasing the chromium into solution to  be  ingested  by  micro-
    organisms in the POTW.
    
    
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    The  amount of chromium which passes through to the POTW effluent
    depends on the type of treatment processes used by the POTW.   In
    a  study of 240 POTW facilities, 56 percent of the primary plants
    allowed more than 80 percent pass-through to POTW effluent.  More
    advanced treatment results in less pass-through.   POTW  effluent
    concentrations ranged from 0.003 to 3.2 mg/1 total chromium (mean
    =  0.197,  standard deviation = 0.48),  and from 0.002 to 0.1 mg/1
    hexavalent chromium (mean = 0.017, standard deviation  =  0.020).
    The  most recent EPA study of the behavior of toxic pollutants in
    POTW indicates that hexavalent chromium is 18 percent removed.
    
    Chromium not passed through the POTW  will  be  retained  in  the
    sludge,  where it is likely to build up in concentration.  Sludge
    concentrations of total chromium of over 20,000 mg/kg (dry basis)
    have been observed.  Disposal of  sludges  containing  very  high
    concentrations  of trivalent chromium can potentially cause prob-
    lems  in  uncontrolled  landfills.   Incineration,   or   similar
    destructive  oxidation processes, can produce hexavalent chromium
    from lower valence states.  Hexavalent  chromium  is  potentially
    more toxic than trivalent chromium.  In cases where high rates of
    chrome  sludge  application  on  land  are  used, distinct growth
    inhibition and plant tissue uptake have been noted.
    
    Pretreatment of discharges substantially reduces  the  concentra-
    tion  of  chromium in sludge.  In Buffalo, New York, pretreatment
    of electroplating waste resulted in a decrease in  chromium  con-
    centrations  in POTW sludge from 2,510 to 1,040 mg/kg.  A similar
    reduction occurred in Grand  Rapids,  Michigan,  POTW  facilities
    where  the chromium concentration in sludge decreased from  11,000
    to 2,700 mg/kg when pretreatment was made a requirement.
    
    Copper (120).  Copper is a metallic  element  that  sometimes  is
    found  free,  as  the native metal, and is also found in minerals
    such  as  cuprite  (CueO),  malechite  [CuC03.Cu(OH)2],   azurite
    [2CuC03.Cu(OH)?],  chalcopyrite  (CuFeSz)  and bornite (Cu5FeS4).
    Copper is obtained from these ores  by  smelting,  leaching,  and
    electrolysis.   It  is used in the plating, electrical, plumbing,
    and heating equipment industries, as well as in insecticides  and
    fungicides.
    
    Traces of copper are found in all forms of plant and animal life,
    and  the  metal  is  an  essential  trace  element for nutrition.
    Copper is not considered to be a cumulative systemic  poison  for
    humans  as  it  is readily excreted by the body, but  it can cause
    symptoms of gastroenteritis, with nausea and  intestinal  irrita-
    tions,  as relatively low dosages.  The limiting factor in domes-
    tic water supplies is taste.  To prevent this adverse  organolep-
    tic  effect  of  copper  in water, a criterion of 1 mg/1 has been
    established.
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    The toxicity of copper to aquatic organisms varies significantly,
    not only with the species, but also with the physical and  chemi-
    cal  characteristics  of  the water, including temperature, hard-
    ness,  turbidity, and carbon dioxide content.  In hard water,  the
    toxicity  of  copper salts may be reduced by the precipitation of
    copper carbonate or other insoluble compounds.  The  sulfates  of
    copper  and  zinc,  and  of copper and calcium are? synergistic in
    their toxic effect on fish.
    
    Relatively high concentrations of  copper  may  be  tolerated  by
    adult  fish  for  short  periods  of time; the critical effect of
    copper appears to be its higher toxicity  to  young  or  juvenile
    fish.    Concentrations  of 0.02 to 0.03 mg/1 have proved fatal to
    some common fish species.  In general  the  salmonoids  are  very
    sensitive and the sunfishes are less sensitive to copper.
    
    The  recommended  criterion to protect freshwater aquatic life is
    0.0056 mg/1 as a 24-hour average, and 0.012 mg/1 maximum  concen-
    tration  at  a  hardness of 50 mg/1 CaC03.  For total recoverable
    copper the criterion to protect freshwater aquatic life is 0.0056
    mg/1 as a 24-hour average.
    
    Copper salts cause undesirable color reactions in the food indus-
    try and cause pitting when deposited on some other metals such as
    aluminum and galvanized steel.  To control undesirable taste  and
    odor  quality of ambient water due to the organoleptic properties
    of copper, the estimated level is 1.0 mg/1 for total  recoverable
    copper.
    
    Irrigation water containing more than minute quantities of copper
    can  be  detrimental  to  certain  crops.   Copper appears in all
    soils, and its concentration ranges from 10 to 80 ppm.  In soils,
    copper occurs in association with hydrous oxides of manganese and
    iron, and also as soluble and insoluble  complexes  with  organic
    matter.    Copper  is  essential  to  the  life of plants, and the
    normal range of concentration in plant tissue is  from  5  to  20
    ppm.  Copper concentrations in plants normally do not build up to
    high  levels  when  toxicity occurs.  For example, the concentra-
    tions of copper in snapbean leaves and pods was less than 50  and
    20  mg/kg, respectively, under conditions of severe copper toxic-
    ity.  Even under conditions  of  copper  toxicity,  most  of  the
    excess  copper  accumulates in the roots; very little is moved to
    the aerial part of the plant.
    
    Copper is not destroyed when treated by a POTW, and  will  either
    pass  through  to  the  POTW  effluent or be retained in the POTW
    sludge.   It can interfere with the POTW treatment  processes  and
    can limit the usefulness of municipal sludge.
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    The  influent concentration of copper to a POTW has been observed
    by the EPA to range from 0.01 to 1.97 mg/1,  with a median concen-
    tration of 0.12 mg/1.   The  copper  that  is  removed  from  the
    influent stream of a POTW is absorbed on the sludge or appears in
    the  sludge  as  the  hydroxide  of the metal.  Bench scale pilot
    studies have shown that from about 25 percent to  75  percent  of
    the  copper  passing through the activated sludge process remains
    in solution in the final effluent.   Four-hour  slug  dosages  of
    copper  sulfate in concentrations exceeding 50 mg/1 were reported
    to have severe effects on the removal efficiency of  an  unaccli-
    mated  system,  with  the system returning to normal in about 100
    hours.  Slug dosages of copper in the form of copper cyanide were
    observed to have much more severe effects on the activated sludge
    system, but the total system returned to normal in 24 hours.
    
    In a recent study of 268 POTW facilities, the median pass-through
    was over 80 percent for primary plants and 40 to 50  percent  for
    trickling  filter,  activated  sludge,  and  biological treatment
    plants.  POTW effluent concentrations of copper ranged from 0.003
    to 1.8 mg/1 (mean 0.126, standard  deviation  0.242).   The  most
    recent  EPA  study  of  the  behavior of toxic pollutants in POTW
    indicates that copper is 58 percent removed.
    
    Copper which does not pass through the POTW will be  retained  in
    the sludge where it will build up in concentration.  The presence
    of  excessive  levels  of  copper  in sludge may limit its use on
    cropland.  Sewage sludge contains up to 16,000 mg/kg  of  copper,
    with  730  mg/kg  as  the  mean  value.  These concentrations are
    significantly greater than those normally found  in  soil,  which
    usually  range  from  18 to 80 mg/kg.  Experimental data indicate
    that when dried sludge is spread over tillable land,  the  copper
    tends to remain in place down to the depth of the tillage, except
    for copper which is taken up by plants grown in the soil.  Recent
    investigation  has  shown  that the extractable copper content of
    sludge-treated soil decreased with time, which suggests a  rever-
    sion of copper to less soluble forms was occurring.
    
    Cyanide  (121).   Cyanides are among the most toxic of pollutants
    commonly observed in  industrial  wastewaters.   Introduction  of
    cyanide  into  industrial  processes is usually by dissolution of
    potassium cyanide (KCN)  or  sodium  cyanide  (NaCN)  in  process
    waters.   However,  hydrogen  cyanide  (HCN) formed when the above
    salts are dissolved in water, is probably the most acutely lethal
    compound.
    
    The relationship of pH to  hydrogen  cyanide  formation  is  very
    important.   As pH is lowered to below 7, more than 99 percent of
    the cyanide is present as HCN and less than 1 percent as  cyanide
    ions.   Thus,  at  neutral pH, that of most living organisms, the
    more toxic form of cyanide prevails.
    
    
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    Cyanide ions combine with numerous heavy metal ions to form  com-
    plexes.   The  complexes  are in equilibrium with HCN.  Thus, the
    stability of the metal-cyanide complex and the pH  determine  the
    concentration  of HCN.  Stability of the metal-cyanide anion com-
    plexes is extremely variable.  Those formed  with  zinc,  copper,
    and  cadmium  are not stable - they rapidly dissociate, with pro-
    duction of HCN, in near neutral or acid waters.  Some of the com-
    plexes are extremely stable.  Cobaltocyanide is very resistant to
    acid distillation in the laboratory.  Iron cyanide complexes  are
    also  stable,  but  undergo  photodecomposition  to give HCN upon
    exposure to sunlight.  Synergistic effects have been demonstrated
    for the metal cyanide complexes making zinc, copper, and  cadmium
    cyanides  more  toxic  than  an  equal  concentration  of  sodium
    cyanide.
    
    The toxic mechanism of cyanide is essentially  an  inhibition  of
    oxygen  metabolism,  i.e.,  rendering  the  tissues  incapable of
    exchanging oxygen.  The cyanogen compounds are true noncumulative
    protoplasmic poisons.  They arrest the activity of all  forms  of
    animal life.  Cyanide shows a very specific type of toxic action.
    It  inhibits  the  cytochrome oxidase system.  This system is the
    one which facilitates electron transfer from reduced  metabolites
    to  molecular  oxygen.   The  human body can convert cyanide to  a
    non-toxic thiocyanate and eliminate it.  However, if the quantity
    of cyanide ingested is too great at one time, the  inhibition  of
    oxygen  utilization  proves fatal before the detoxifying reaction
    reduces the cyanide concentration to a safe level.
    
    Cyanides are more toxic to fish than to lower  forms  of  aquatic
    organisms such as midge larvae, crustaceans, and mussels.  Toxic-
    ity to fish is a function of chemical form and concentration, and
    is  influenced by the rate of metabolism (temperature), the  level
    of dissolved oxygen, and pH.  In laboratory studies free  cyanide
    concentrations ranging from 0.05 to 0.14 mg/1 have been proven to
    be fatal to sensitive fish species  including trout, bluegill, and
    fathead minnows.  Levels above 0.2 mg/1 are rapidly fatal to most
    fish  species.   Long term sublethal concentrations of  cyanide as
    low as 0.01 mg/1 have been shown to affect the ability  of fish to
    function normally, e.g., reproduce, grow, and swim.
    
    For the protection of human health  from the toxic  properties  of
    cyanide  ingested  through water and through contaminated aquatic
    organisms, the ambient water quality criterion is  determined  to
    be 0.200 mg/1.
    
    Persistence  of  cyanide  in water  is highly variable  and depends
    upon the chemical form of cyanide  in the water,  the concentration
    of cyanide, and the nature of other constituents.  Cyanide may be
    destroyed by strong oxidizing agents  such  as   permanganate  and
    chlorine.   Chlorine  is  commonly  used to oxidize strong cyanide
    
    
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    solutions.   Carbon dioxide and nitrogen are the products of  com-
    plete  oxidation.   But if the reaction is not complete, the very
    toxic compound, cyanogen chloride, may remain  in  the  treatment
    system  and subsequently be released to the environment.  Partial
    chlorination may occur as part of a POTW treatment, or during the
    disinfection treatment of surface water for drinking water  prep-
    aration.
    
    Cyanides  can  interfere  with  treatment processes in a POTW, or
    pass through to ambient waters.  At low concentrations  and  with
    acclimated  microflora,  cyanide  may be decomposed by microorga-
    nisms in anaerobic and aerobic environments  or  waste  treatment
    systems.   However, data indicate that much of the cyanide intro-
    duced passes through to the POTW effluent.  The mean pass-through
    of 14 biological plants was 71 percent.  In a recent study of  41
    POTW  facilities the effluent concentrations ranged from 0.002 to
    100 mg/1 (mean = 2.518, standard deviation = 15.6).  Cyanide also
    enhances the toxicity of metals commonly found in POTW effluents,
    including the toxic pollutants cadmium, zinc,  and  copper.   The
    most recent EPA study of the behavior of toxic pollutants in POTW
    indicates that free cyanide is 52 percent removed.
    
    Data  for Grand Rapids, Michigan, showed a significant decline in
    cyanide concentrations downstream from the POTW  after  pretreat-
    ment  regulations  were  put  in force.  Concentrations fell from
    0.66 mg/1 before, to 0.01 mg/1 after pretreatment was required.
    
    Lead (.122) .   Lead is a soft,  malleable,  ductile,  blueish-gray,
    metallic  element, usually obtained from the mineral galena (lead
    sulfide, PbS), arglesite  (lead  sulfate,  PbS04),  or  cerussile
    (lead  carbonate,  PbC03).  Because it is usually associated with
    minerals of zinc, silver, copper, gold,  cadmium,  antimony,  and
    arsenic,  special purification methods are frequently used before
    and after extraction of the metal from  the  ore  concentrate  by
    smelting.
    
    Lead  is  widely  used  for  its  corrosion resistance, sound and
    vibration  absorption,  low  melting  point  (solders),  and  has
    relatively  high  imperviousness  to  various forms of radiation.
    Small amounts of copper, antimony and other metals can be alloyed
    with lead to achieve greater hardness,  stiffness,  or  corrosion
    resistance  than  is  afforded by the pure metal.  Lead compounds
    are used in glazes and paints.  About  one  third  of  U.S.  lead
    consumption goes into storage batteries.  About half of U.S. lead
    consumption is from secondary lead recovery.  U.S. consumption of
    lead is in the range of one million tons annually.
    
    Lead  ingested  by  humans  produces  a  variety of toxic effects
    including impaired reproductive ability,  disturbances  in  blood
    chemistry,   neurological  disorders,  kidney  damage, and adverse
    
    
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    cardiovascular effects.  Exposure to lead in the diet results  in
    permanent  increase in lead levels in the body.  Most of the lead
    entering the body eventually becomes localized in the bones where
    it accumulates.  Lead is a carcinogen  or  cocarcinogen  in  some
    species  of experimental animals.  Lead is teratogenic in experi-
    mental animals.  Mutagenicity data are not available for lead.
    
    The ambient water quality criterion for lead is recommended to be
    identical to the existing drinking water standard which is  0.050
    mg/1.    Available  data show that adverse effects on aquatic life
    occur at concnetrations as low  as  7.5  x  10~4  mg/1  of  total
    recoverable lead as a 24-hour average with a water hardness of 50
    mg/1 as CaC03.
    
    Lead  is  not  destroyed  in a POTW, but is passed through to the
    effluent or retained in the POTW sludge; it  can  interfere  with
    POTW  treatment  processes  and  can limit the usefulness of POTW
    sludge for application to agricultural croplands.  Threshold con-
    centration for inhibition of the activated sludge process is  0.1
    mg/1,   and for the nitrification process is 0.5 mg/1.  In a study
    of 214 POTW facilities, median pass through values were  over  80
    percent  for  primary  plants  and  over 60 percent for trickling
    filter, activated sludge, and biological  process  plants.   Lead
    concentration  in  POTW  effluents  ranged from 0.003 to 1.8 mg/1
    (mean = 0.106 mg/1, standard deviation = 0.222).  The most recent
    EPA study of the behavior of toxic pollutants  in a POTW indicates
    that lead is 48 percent removed.
    
    Application of lead-containing sludge to cropland should not lead
    to uptake by crops under most conditions because normally lead is
    strongly bound by soil.  However, under the unusual condition  of
    low  pH  {less  than  5.5) and low concentrations of labile phos-
    phorus, lead solubility is increased and  plants  can  accumulate
    lead.
    
    Mercury  (123) .   Mercury  is  an elemental metal rarely found in
    nature as the free metal.  Mercury is unique among metals  as  it
    remains  a  liquid  down  to  about 39 degrees below zero.  It is
    relatively inert chemically  and  is  insoluble  in  water.   The
    principal ore  is cinnabar (HgS).
    
    Mercury  is  used  industrially as the metal and as; mercurous and
    mercuric salts and compounds.  Mercury is used  in  several  types
    of  batteries.   Mercury  released  to the aqueous environment is
    subject to biomethylation - conversion  to  the  extremely  toxic
    methyl mercury.
    
    Mercury  can be introduced into  the body through the skin and the
    respiratory system as  the elemental vapor.   Mercuric  salts  are
    highly  toxic  to  humans and can be absorbed  through the gastro-
    
    
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    intestinal tract.  Fatal doses can  vary  from  1   to  30  grams.
    Chronic  toxicity  of  methyl  mercury  is evidenced primarily by
    neurological symptoms.   Some mercuric salts cause death by kidney
    failure.
    
    Mercuric salts are extremely toxic  to  fish  and  other  aquatic
    life.    Mercuric  chloride is more lethal than copper, hexavalent
    chromium,  zinc, nickel, and lead towards fish and  aquatic  life.
    In  the  food cycle, algae containing mercury up to 100 times the
    concentration in the surrounding sea  water  are  eaten  by  fish
    which  further  concentrate  the mercury.  Predators that eat the
    fish in turn concentrate the mercury even further.
    
    For the protection of human health from the toxic  properties  of
    mercury  ingested  through water and through contaminated aquatic
    organisms  the  ambient  water  criterion  is  determined  to  be
    0.000144 mg/1.
    
    Mercury  is not destroyed when treated by a POTW,  and will either
    pass through to the POTW effluent or  be  incorporated  into  the
    POTW  sludge.   At  low concentrations it may reduce POTW removal
    efficiencies, and at high concentrations it may  upset  the  POTW
    operation.
    
    The  influent  concentrations  of  mercury  to  a  POTW have been
    observed by the EPA to range from 0.002  to  0.24  mg/1,  with  a
    median concentration of 0.001 mg/1.   Mercury has been reported in
    the  literature  to  have  inhibiting  effects  upon an activated
    sludge POTW at levels as low as 0.1  mg/1.  At 5 mg/1 of  mercury,
    losses  of  COD  removal efficiency of 14 to 40 percent have been
    reported,  while at 10 mg/1 loss of removal of 59 percent has been
    reported.   Upset of an activated sludge POTW is reported  in  the
    literature  to occur near 200 mg/1.   The anaerobic digestion pro-
    cess is much less affected  by  the  presence  of  mercury,  with
    inhibitory effects being reported at 1,365 mg/1.
    
    In  a study of 22 POTW facilities having secondary treatment, the
    range of removal of mercury from the influent to the POTW  ranged
    from 4 to 99 percent with median removal of 41 percent.  The most
    recent  EPA  study  of  the  behavior of toxic pollutants in POTW
    indicates that mercury is 69 percent removed.   Thus  significant
    pass through of mercury may occur.
    
    In  sludges, mercury content may be high if industrial sources of
    mercury contamination are present.  Little  is  known  about  the
    form  in  which  mercury  occurs  in sludge.  Mercury may undergo
    biological methylation in sediments, but no methylation has  been
    observed in soils, mud, or sewage sludge.
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    The  mercury  content  of  soils  not receiving additions of POTW
    sewage sludge lie in the range from 0.01 to 0.5 mg/kg.  In  soils
    receiving  POTW sludges for protracted periods, the concentration
    of mercury has been observed to approach 1.0 mg/kg.  In the soil,
    mercury enters into reactions with the exchange complex  of  clay
    and  organic  fractions,  forming  both ionic and covalent bonds.
    Chemical and microbiological degradation of mercurials  can  take
    place  side  by  side  in  the  soil, and the products - ionic or
    molecular - are retained by organic matter and  clay  or  may  be
    volatilized  if  gaseous.   Because  of the high affinity between
    mercury and the solid soil  surfaces,  mercury  persists  in  the
    upper layer of the soil.
    
    Mercury  can  enter plants through the roots, it can readily move
    to other parts of the plant, and it has been  reported  to  cause
    injury  to  plants.   In many plants mercury concentrations range
    from 0.01 to 0.20 mg/kg, but when plants are supplied  with  high
    levels  of  mercury,  these  concentrations can exceed 0.5 mg/kg.
    Bioconcentration occurs in animals ingesting mercury in food.
    
    Nickel (124).  Nickel is seldom  found  in  nature  as  the  pure
    elemental  metal.   It  is  a relatively plentiful element and is
    widely distributed throughout the earth's crust.   It  occurs  in
    marine   organisms  and  is  found  in  the  oceans.   The  chief
    commercial ores for nickel are pentlandite   [(Fe,Ni)9Se],  and  a
    lateritic   ore   consisting  of  hydrated  nickel-iron-magnesium
    silicate.
    
    Nickel has many and varied uses.  It is used in alloys and as the
    pure metal.  Nickel salts are used for electroplating baths.
    
    The toxicity of nickel to man is thought to be very low, and sys-
    temic poisoning of human beings by  nickel  or  nickel  salts  is
    almost  unknown.   In  non-human  mammals  nickel acts to inhibit
    insulin release, depress growth, and reduce cholesterol.  A  high
    incidence  of  cancer  of  the lung and nose has been reported in
    humans engaged in the refining of nickel.
    
    Nickel salts can kill fish at very low concentrations.   However,
    nickel  has been found to be less toxic to some fish than copper,
    zinc, and iron.  Nickel is present  in  coastal  and  open  ocean
    water  at  concentrations  in  the  range of 0.0001 to 0.006 mg/1
    although the most common values are 0.002 to 0.003 mg/1.   Marine
    animals  contain up to 0.4 mg/1 and marine plants contain up to 3
    mg/1.  Higher nickel concentrations have been reported  to  cause
    reduction  in  photosynthetic  activity of the giant kelp.  A low
    concentration was found to kill oyster eggs.
    
    For the protection of human health based on  the toxic  properties
    of nickel ingested through water and through contaminated aquatic
    
    
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    organisms,  the ambient water criterion is determined to be 0.0134
    mg/1.    If  contaminated aquatic organisms are consumed, excluding
    consumption of water,  the ambient water criterion  is  determined
    to  be  0.100  mg/1.   Available data show that adverse effects on
    aquatic life occur for total recoverable nickel concentrations as
    low as 0.0071 mg/1 as a 24-hour average.
    
    Nickel is not destroyed when treated in a POTW, but  will  either
    pass  through  to  the  POTW  effluent or be retained in the POTW
    sludge.  It can interfere with POTW treatment processes  and  can
    also limit  the usefulness of municipal sludge.
    
    Nickel  salts have caused inhibition of the biochemical oxidation
    of sewage in a POTW.   In a pilot  plant,  slug  doses  of  nickel
    significantly  reduced  normal  treatment  efficiencies for a few
    hours, but  the plant  acclimated itself somewhat to the slug  dos-
    age  and appeared to  achieve normal treatment efficiencies within
    40 hours.  It has been reported that the anaerobic digestion pro-
    cess is inhibited only by high concentrations of nickel, while  a
    low concentration of  nickel inhibits the nitrification process.
    
    The  influent concentration of nickel to a POTW has been observed
    by the EPA to range from 0.01  to 3.19 mg/1, with a median of 0.33
    mg/1.   In a study of  190 POTW facilities, nickel pass-through was
    greater than 90 percent for 82 percent  of  the  primary  plants.
    Median  pass-through   for trickling filter, activated sludge, and
    biological  process plants was  greater  than  80  percent.   POTW
    effluent  concentrations  ranged  from  0.002  to 40 mg/1 (mean =
    0.410, standard deviation = 3.279).  The most recent EPA study of
    the behavior of toxic pollutants in POTW indicates that nickel is
    19 percent removed.
    
    Nickel not passed through the POTW will be incorporated into  the
    sludge.   In a recent two-year study of eight cities, four of the
    cities had median nickel concentrations  of  over  350  mg/kg  in
    their  sludge, and two were over 1,000 mg/kg.  The maximum nickel
    concentration observed was 4,010 mg/kg.
    
    Nickel is found in nearly all soils, plants, and waters.   Nickel
    has  no  known  essential  function  in plants.  In soils, nickel
    typically is found in the range from 10 to  100  mg/kg.   Various
    environmental  exposures  to  nickel  appear  to  correlate  with
    increased incidence of tumors in man.  For example, cancer in the
    maxillary antrum of snuff  users  may  result  from  using  plant
    materials grown on soil high in nickel.
    
    Nickel  toxicity may develop in plants from application of sewage
    sludge on acid soils.  Nickel has caused reduction of yields  for
    a variety of crops including oats, mustard, turnips, and cabbage.
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    In one study nickel decreased the yields of oats significantly at
    100 mg/kg.
    Whether nickel exerts a toxic effect on plants depends on several
    soil  factors,  the amount of nickel applied, and the contents of
    other metals in the sludge.  Unlike copper and  zinc,  which  are
    more  available  from  inorganic sources than from sludge, nickel
    uptake by plants seems to be promoted  by  the  presence  of  the
    organic  matter  in  sludge.   Soil  treatments,  such as liming,
    reduce the solubility of nickel.  Toxicity of nickel to plants is
    enhanced in acidic soils.
    
    Selenium (125).  Selenium  (chemical symbol Se) is a  non-metallic
    element  existing  in  several  allotropic forms.  Gray selenium,
    which has a metallic appearance, is the stable form  at  ordinary
    temperatures  and  melts at 220°C.   Selenium  is a major component
    of 38 minerals and a  minor  component  of  37  others  found  in
    various  parts  of the world.  Most selenium  is obtained as a by-
    product of precious  metals  recovery  from   electrolytic  copper
    refinery  slimes.  U.S. annual production at  one time reached one
    million pounds.
    
    Principal uses of  selenium  are  in  semi-conductors,  pigments,
    decoloring of glass, zerography, and metallurgy.  It also is used
    to  produce  ruby  glass used in signal lights.  Several selenium
    compounds are important oxidizing  agents  in  the  synthesis  of
    organic chemicals and drug products.
    
    While  results  of  some  studies suggest that selenium may be an
    essential element  in  human  nutrition,  the  toxic  effects  of
    selenium  in  humans  are  well  established.  Lassitude, loss of
    hair, discoloration and  loss  of  fingernails  are  symptoms  of
    selenium  poisoning.   In  a  fatal case of  ingestion of a larger
    dose of selenium acid, peripheral  vascular   collapse,  pulmonary
    edema,  and coma occurred.  Selenium produces mutagenic and tera-
    togenic effects, but it has not been  established  as  exhibiting
    carcinogenic activity.
    
    For  the  protection of human health from the toxic properties of
    selenium ingested through water and through  contaminated  aquatic
    organisms,  the ambient water criterion is determined to be 0.010
    mg/1, i.e., the same as the drinking water   standard.   Available
    data  show  that adverse effects on aquatic  life occur at concen-
    trations higher than that  cited for human toxicity.
    
    Very few data are available regarding the behavior of selenium in
    a POTW.  One EPA survey of  103 POTW facilities revealed one  POTW
    using  biological  treatment and having selenium in the influent.
    Influent concentration was  0.0025  mg/1,  effluent  concentration
    was 0.0016 mg/1, giving a  removal of 37 percent.  The most recent
    
    
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    EPA  study  of the behavior of toxic pollutants in POTW indicates
    that selenium is 46 percent removed.   It  is  not  known  to  be
    inhibitory to POTW processes.  In another study, sludge from POTW
    facilities  in  16  cities  was  found to contain from 1.8 to 8.7
    mg/kg selenium,  compared to 0.01  to 2 mg/kg  in  untreated  soil.
    These  concentrations  of  selenium in sludge present a potential
    hazard for humans or other mammals eating  crops  grown  on  soil
    treated with selenium-containing sludge.
    
    Silver  (126).    Silver  is a soft, lustrous, white metal that is
    insoluble in water and alkali.  In nature, silver is found in the
    elemental  state (native silver) and  combined  in  ores  such  as
    argentite  (Ag?S),  horn  silver (AgCl), proustite (Ag3AsS3), and
    pyargyrite (Ag3SbS3).  Silver  is  used  extensively  in  several
    industries,  among them electroplating.
    
    Metallic  silver  is  not considered to be toxic, but most of its
    salts are toxic to a large number of organisms.   Upon  ingestion
    by humans, many silver salts are absorbed in the circulatory sys-
    tem  and deposited in various body tissues, resulting in general-
    ized or sometimes localized gray pigmentation  of  the  skin  and
    mucous  membranes known as argyria.  There is no known method for
    removing silver from the tissues once it is  deposited,  and  the
    effect is cumulative.
    
    Silver  is recognized as a bactericide and doses from 0.000001 to
    0.0005 mg/1  have been reported as sufficient to sterilize  water.
    The  criterion for ambient water to protect human health from the
    toxic properties of silver ingested  through  water  and  through
    contaminated aquatic organisms is 0.050 mg/1.
    
    The  chronic  toxic  effects of silver on the aquatic environment
    have not been given as much attention as many other heavy metals.
    Data from existing literature support the  fact  that  silver  is
    very toxic to aquatic organisms.   Despite the fact that silver is
    nearly the most toxic of the heavy metals, there are insufficient
    data  to  adequately  evaluate  even  the  effects of hardness on
    silver toxicity.  There are no data available on the toxicity  of
    different forms of silver.
    
    Bioaccumulation  and  concentration  of silver from sewage sludge
    has not been studied to any great degree.  There is some  indica-
    tion  that  silver  could  be  bioaccumulated in mushrooms to the
    extent that  there  could  be  adverse  physiological  effects  on
    humans  if  they  consumed large quantities of mushrooms grown in
    silver enriched soil.  The effect,  however,  would  tend  to  be
    unpleasant rather than fatal.
    
    The  most recent EPA study of the behavior of toxic pollutants in
    a POTW indicates that silver is 66  percent  removed.   There  is
    
    
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    little   summary   data  available  on  the  quantity  of  silver
    discharged to a POTW.  Presumably there would be  a  tendency  to
    limit  its discharge from a manufacturing facility because of its
    high intrinsic value.
    
    Zinc  (128).    Zinc  occurs  abundantly  in  the  earth's  crust,
    concentrated  in  ores.   It  is  readily  refined into the pure,
    stable,  silver-white metal.  In addition to its  use  in  alloys,
    zinc  is used as a protective coating on steel.  It is applied by
    hot diping (i.e.,   dipping  the  steel  in  molten  zinc)  or  by
    electroplating.
    
    Zinc  can  have an adverse effect on man and animals at high con-
    centrations.   Zinc at concentrations in excess of 5  mg/1  causes
    an  undesirable  taste which persists through conventional treat-
    ment.  For the prevention of adverse effects due to these organo-
    leptic properties of zinc, 5 mg/1 was  adopted  for  the  ambient
    water  criterion.    Available  data  show that adverse effects on
    aquatic life occur at concentrations as low as 0.047  mg/1  as  a
    24-hour average.
    
    Toxic  concentrations  of zinc compounds cause adverse changes in
    the morphology and physiology of fish.  Lethal concentrations  in
    the  range of 0.1  mg/1 have been reported.  Acutely toxic concen-
    trations induce cellular breakdown of the gills, and possibly the
    clogging of the gills with mucous.  Chronically toxic  concentra-
    tions of zinc compounds cause general enfeeblement and widespread
    histological  changes to many organs, but not to gills.  Abnormal
    swimming behavior has been reported at  0.04  mg/1.   Growth  and
    maturation  are  retarded by zinc.  It has been observed that the
    effects of zinc poisoning may not become apparent immediately, so
    that fish removed from zinc-contaminated water may die as long as
    48 hours after removal.
    
    In general, salmonoids are most sensitive to  elemental  zinc  in
    soft  water;  the  rainbow  trout  is  the most sensitive in hard
    waters.  A complex relationship exists  between  zinc  concentra-
    tion,  dissolved zinc concentration, pH, temperature, and calcium
    and magnesium concentration.  Prediction of harmful  effects  has
    been  less  than  reliable  and  controlled studies have not been
    extensively documented.
    
    The major concern with zinc compounds in  marine  waters  is  not
    with  acute  lethal  effects,  but rather with the long-term sub-
    lethal effects of the metallic  compounds  and  complexes.   Zinc
    accumulates  in  some  marine species, and marine animals contain
    zinc in the range of 6 to  1,500 mg/kg.  From the point of view of
    acute lethal effects,  invertebrate marine animals seem to be  the
    most sensitive organism tested.
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    Toxicities  of  zinc in nutrient solutions have been demonstrated
    for a number of plants.  A variety of fresh water  plants  tested
    manifested  harmful  symptoms  at concentrations of 0.030 to 21.6
    mg/1.   Zinc sulfate has also been found  to  be  lethal  to  many
    plants and it could impair agricultural uses of the water.
    
    Zinc  is  not  destroyed  when treated by a POTW, but will either
    pass through to the POTW effluent or  be  retained  in  the  POTW
    sludge.    It  can  interfere with treatment processes in the POTW
    and can also limit the usefulness of municipal sludge.
    
    In slug doses, and particularly in the presence of  copper,  dis-
    solved zinc can interfere with or seriously disrupt the operation
    of  POTW  biological  processes by reducing overall removal effi-
    ciencies, largely as a result of the toxicity  of  the  metal  to
    biological  organisms.   However,  zinc  solids  in  the  form of
    hydroxides or sulfides do not appear to interfere with biological
    treatment processes, on the basis of available data.  Such solids
    accumulate in the sludge.
    
    The influent concentrations of zinc to a POTW have been  observed
    by  the  EPA to range from 0.017 to 3.91 mg/1, with a median con-
    centration of 0.33 mg/1.  Primary treatment is not  efficient  in
    removing zinc; however, the microbial floe of secondary treatment
    readily adsorbs zinc.
    
    In a study of 258 POTW facilities, the median pass-through values
    were  70  to  88 percent for primary plants, 50 to 60 percent for
    trickling filter and biological process plants, and 30 to 40 per-
    cent for activated process plants.  POTW effluent  concentrations
    of  zinc  ranged  from  0.003 to 3.6 mg/1 (mean = 0.330, standard
    deviation = 0.464).  The most recent EPA study of the behavior of
    toxic pollutants in  POTW  indicates  that  zinc  is  65  percent
    removed.
    
    The  zinc which does not pass through the POTW is retained in the
    sludge.   The presence of zinc in sludge  may  limit  its  use  on
    cropland.   Sewage  sludge  contains  72  to over 30,000 mg/kg of
    zinc,  with 3,366 mg/kg as the mean value.   These  concentrations
    are  significantly  greater  than  those  normally found in soil,
    which range from 0 to  195 mg/kg, with 94  mg/kg  being  a  common
    level.   Therefore,  application  of  sewage  sludge to soil will
    generally increase the concentration of zinc in the  soil.   Zinc
    can  be  toxic to plants, depending upon soil pH.  Lettuce, toma-
    toes,  turnips, mustard, kale, and beets are especially  sensitive
    to zinc contamination.
    
    Aluminum.   Aluminum, a nonconventional pollutant, is an abundant
    silvery white metal comprising approximately 8.1 percent  of  the
    earth's  crust.   Aluminum  never  exists  in  an  ionic state in
                                   61 1
    

    -------
    nature,  but rather is found as a component of several ores.   The
    principal  ore for aluminum is bauxite from which alumina  (Al?O3)
    is extracted.   Aluminum metal is produced by electrolysis of  the
    alumina in the cryolite bath.
    
    Aluminum metal is relatively corrosion resistant because it forms
    a  protective  oxide film on the surface which prevents corrosion
    under many conditions.   Electrolytic action of  other  metals  in
    contact with aluminum and strong acids and alkalis can break down
    the oxide layer causing rapid corrosion to occur.
    
    Aluminum is light, malleable, ductile, possesses high thermal and
    electrical  conductivity, and is non-magnetic.  It can be  formed,
    machined or cast.  Aluminum is used in the  construction,  trans-
    portation,  and  container  industries and competes with iron and
    steel in these markets.
    
    There is increasing evidence that  dissolved  aluminum  may  have
    substantial  adverse  effects on human health.  Aluminum has been
    implicated by several studies in the development  of  Alzheimer's
    disease  (progressive  senile dementia).  This disease is  associ-
    ated with the formation of tangled bunches  of  nerve  fibers  or
    "neurofibrillary tangles" (NFT).  Autopsy studies have shown that
    aluminum  is  present in 90 percent of the nuclei of NFT neurons.
    It is present in less than 6 percent of the nuclei of normal neu-
    rons.  This trend is also apparent in the cytoplasm of  NFT  neu-
    rons,  although  less prominent than in the nuclei:  aluminum was
    found in 29.4 percent of the cytoplasms of NFT neurons  and  11.1
    percent of the cytoplasms of normal neurons.
    
    Brains  of  individuals suffering from several other neurological
    diseases have also displayed elevated concentrations of aluminum.
    These diseases include Huntington's disease, Parkinsons' disease,
    progressive supranuclear palsy, acoustic neuroma,  and  Guamanian
    amyotrophic lateral sclerosis (ALS).
    
    These increased concentrations of aluminum may be a result of the
    development  of  the  disease,  rather than a contributing cause;
    however, this possibility seems less likely in light  of   several
    recent studies correlating high concentrations of aluminum in the
    environment  to a high incidence of several of these neurological
    disorders.  These and other  studies  are  discussed  in   greater
    detail   in  the  report  "Aluminum:   An Environmental and Health
    Effects Assessment," cited   as  a  reference  in  this  document.
    Although much work remains to be done on this subject, the Agency
    believes  that  the  evidence points to a much broader neurotoxic
    role for aluminum than had previously been assumed.
    
    In addition, mildly alkaline conditions can   cause  precipitation
    of  aluminum  as the hydroxide.  When aluminum hydroxide precipi-
    
    
                                    612
    

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    tates in waterways or bodies of water, it can blanket the bottom,
    having an adverse effect on the benthos and on aquatic plant life
    rooted on the bottom.  Aluminum  hydroxide,  like  many  precipi-
    tates,  can  also  impair the gill action of fish when present in
    large amounts.
    
    Alum, an aluminum salt with the chemical formula A12(S04)3.14HeO,
    is used as a coagulant in  municipal  and  industrial  wastewater
    treatment.   This  form  is different from dissolved aluminum and
    aluminum hydroxide,  which  are  both  harmful  pollutants.   The
    amount of dissolved aluminum in finished water does  not generally
    depend  upon  the  amount  of  alum used as a coagulant, unless a
    large excess is used.  The alum is  contained  in  the  treatment
    sludge; very little passes through into the effluent.
    
    Similarly,  the  amount  of  aluminum hydroxide in finished water
    does not depend on the amount of alum used  in  coagulation,  but
    rather  on  the  pH  and the concentration of dissolved aluminum.
    Therefore, the use of alum as a  coagulant  does  not  result  in
    large  amounts  of  either  aluminum  or  aluminum   hydroxide  in
    finished water.  There are no data available on the  POTW  removal
    efficiency for the pollutant aluminum.
    
    Oil  and  Grease.   Oil  and  grease  are  taken  together as one
    pollutant parameter.  This is a conventional pollutant  and  some
    of its components are:
    
    1.   Light  Hydrocarbons  -  These  include  light   fuels such as
    gasoline, kerosene, and jet fuel, and miscellaneous  solvents used
    for  industrial processing, degreasing, or cleaning purposes.  The
    presence of these light hydrocarbons  may  make  the removal  of
    other heavier oil wastes more difficult.
    
    2.   Heavy Hydrocarbons, Fuels, and Tars - These include the crude
    oils,  diesel oils, #6 fuel oil, residual oils, slop oils, and in
    some cases, asphalt and road tar.
    
    3.   Lubricants and Cutting Fluids - These generally  fall into two
    classes:  non-emulsifiable oils  such  as  lubricating  oils  and
    greases and emulsifiable oils such as water soluble  oils, rolling
    oils, cutting oils, and drawing compounds.  Emulsifiable oils may
    contain fat, soap, or various other additives.
    
    4.   Vegetable  and  Animal  Fats  and  Oils  -  These  originate
    primarily from processing of foods and natural products.
    
    These compounds can settle or float and may exist  as  solids  or
    liquids  depending upon factors such as method of use, production
    process, and temperature of water.
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    Oil and grease even in small quantities cause  troublesome  taste
    and  odor problems.  Scum lines from these agents are produced on
    water treatment basin walls and other containers.  Fish and water
    fowl are adversely affected by oils in their habitat.  Oil  emul-
    sions  may  adhere  to the gills of fish causing suffocation, and
    the flesh of  fish  is  tainted  when  microorganisms  that  were
    exposed  to waste oil are eaten.  Deposition of oil in the bottom
    sediments of water can serve to inhibit  normal  benthic  growth.
    Oil and grease exhibit an oxygen demand.
    
    Many  of  the  toxic organic pollutants will be found distributed
    between the oil phase and the aqueous phase in industrial  waste-
    waters.   The  presence  of phenols, PCB's, PAH's, and almost any
    other organic pollutant in the oil and grease make  characteriza-
    tion  of this parameter almost impossible.  However, all of these
    other organics add to the objectionable nature  of  the  oil  and
    grease.
    
    Levels  of  oil  and  grease which are toxic to aquatic organisms
    vary greatly, depending on the type and the species  susceptibil-
    ity.   However, it has been reported that crude oil in concencra-
    tions as low as 0.3 mg/1 is extremely toxic to  freshwater  fish.
    It  has  been  recommended  that  public  water supply sources be
    essentially free from oil and grease.
    
    Oil and grease in quantities of 100 1/sq km show up as a sheen on
    the surface of a body of  water.   The  presence  of  oil  slicks
    decreases the aesthetic value of a waterway.
    
    Oil and grease is compatible with a POTW activated sludge process
    in  limited  quantity.  However, slug loadings or high concentra-
    tions of oil and grease interfere with biological treatment  pro-
    cesses.   The  oils coat surfaces and solid particles, preventing
    access of oxygen,  and  sealing  in  some  microorganisms.   Land
    spreading of POTW sludge containing oil and grease uncontaminated
    by  toxic pollutants  is not expected to affect crops grown on the
    treated land, or animals eating those crops.
    
    pH.  Although not a specific pollutant,  pH  is  related  to  the
    acidity  or  alkalinity  of a wastewater stream.  It is not, how-
    ever, a measure of either.  The term pH is used  to  describe  the
    hydrogen ion concentration  (or activity) present in a given solu-
    tion.   Values  for   pH range from 0 to 14, and  these numbers are
    the negative logarithms of  the hydrogen ion concentrations.  A pH
    of 7 indicates neutrality.  Solutions with a pH  above 7 are alka-
    line, while those solutions with a pH below 7  are  acidic.   The
    relationship  of pH and acidity and alkalinity is not necessarily
    linear or direct.  Knowledge of the water pH is  useful  in  deter-
    mining  necessary measures  for corrosion control, sanitation, and
    disinfection.  Its value  is also necessary in  the   treatment  of
    
    
                                   614
    

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    industrial wastewaters to determine amounts of chemicals required
    to remove pollutants and to measure their effectiveness.  Removal
    of  pollutants, especially dissolved solids is affected by the pH
    of the wastewater.
    
    Waters with a pH below 6.0 are corrosive to  water  works  struc-
    tures,  distribution  lines,  and household plumbing fixtures and
    can thus add constituents to drinking water such as iron, copper,
    zinc, cadmium, and lead.   The  hydrogen  ion  concentration  can
    affect the taste of the water, and at a low pH water tastes sour.
    The  bactericidal  effect  of  chlorine  is  weakened  as  the pH
    increases, and it is advantageous to keep the pH  close  to  7.0.
    This is significant for providing safe drinking water.
    
    Extremes of pH or rapid pH changes can exert stress conditions or
    kill  aquatic  life outright.  Even moderate changes from accept-
    able criteria limits of pH are deleterious to some species.
    
    The relative toxicity  to  aquatic  life  of  many  materials  is
    increased  by  changes in the water pH.  For example, metallocya-
    nide complexes can increase a thousand-fold in  toxicity  with  a
    drop of 1.5 pH units.
    
    Because  of  the  universal  nature of pH and its effect on water
    quality and treatment, it is selected as  a  pollutant  parameter
    for  many industry categories.  A neutral pH range (approximately
    6 to 9) is generally desired because either extreme  beyond  this
    range  has a deleterious effect on receiving waters or the pollu-
    tant nature of other wastewater constituents.
    
    Pretreatment for regulation of pH is covered by the "General Pre-
    treatment Regulations for Existing and New Sources of Pollution,"
    40 CFR 403.5.  This section prohibits the discharge to a POTW  of
    "pollutants  which  will cause corrosive structural damage to the
    POTW but in no case discharges with pH lower than 5.0 unless  the
    works is specially designed to accommodate such discharges."
    
    Total  Suspended  Solids  (TSS).    Suspended  solids include both
    organic and inorganic materials.   The inorganic compounds include
    sand, silt, and clay.  The organic fraction includes such materi-
    als as grease, oil, tar, and animal and vegetable waste products.
    These solids may settle out  rapidly,  and  bottom  deposits  are
    often a mixture of both organic and inorganic solids.  Solids may
    be  suspended  in  water for a time and then settle to the bed of
    the stream or lake.  These solids discharged  with  man's  wastes
    may  be  inert, slowly biodegradable materials, or rapidly decom-
    posable  substances.   While  in  suspension,  suspended   solids
    increase  the  turbidity  of the water, reduce light penetration,
    and impair the photosynthetic activity of aquatic plants.
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    Suspended solids in water interfere  with  many  industrial  pro-
    cesses  and  cause foaming in boilers and incrustations on equip-
    ment exposed to such water,  especially as the temperature  rises.
    They  are undesirable in process water used in the manufacture of
    steel, in the textile industry, in laundries, in dyeing,  and  in
    cooling systems.
    
    Solids  in  suspension  are aesthetically displeasing.  When they
    settle to form sludge deposits on the stream or  lake  bed,  they
    are often damaging to the life in the water.  Solids, when trans-
    formed  to  sludge  deposit, may do a variety of damaging things,
    including blanketing the stream or lake bed and thereby  destroy-
    ing  the  living  spaces  for  those benthic organisms that would
    otherwise occupy the habitat.  When of an organic nature,  solids
    use  a  portion  or  all of the dissolved oxygen available in the
    area.   Organic  materials  also  serve  as  a  food  source  for
    sludgeworms and associated organisms.
    
    Disregarding  any toxic effect attributable to substances leached
    out by water, suspended solids may kill  fish  and  shellfish  by
    causing  abrasive injuries and by clogging the gills and respira-
    tory passages of various aquatic  fauna.   Indirectly,  suspended
    solids  are  inimical  to  aquatic  life  because they screen out
    light, and they promote and maintain the development  of  noxious
    conditions through oxygen depletion.  This results in the killing
    of  fish  and  fish food organisms.  Suspended solids also reduce
    the recreational value of the water.
    
    Total suspended solids is a traditional pollutant which  is  com-
    patible  with a well-run POTW.  This pollutant with the exception
    of those components which are described elsewhere  in  this  sec-
    tion,  e.g.,  heavy metal components, does not interfere with the
    operation of a POTW.  However, since a  considerable  portion  of
    the   innocuous  TSS  may be inseparably bound to the constituents
    which do interfere  with  POTW  operation,  or  produce  unusable
    sludge,  or  subsequently  dissolve  to produce unacceptable POTW
    effluent, TSS may be considered a toxic waste.
    
    POLLUTANT SELECTION FOR CORE WASTE STREAMS
    
    The pollutant selection procedure was performed for the following
    core  groups of waste streams to  select  those  toxic  pollutants
    that  would  be considered for establishing regulations for these
    core  wastewater stream groups:
    
          Rolling with Neat Oils Core Waste Streams
          Rolling with Emulsions Core Waste Streams
          Extrusion Core Waste Streams
          Forging Core Waste Streams
          Drawing with Neat Oils Core Waste Streams
    
    
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         Drawing with Emulsions or Soaps Core Waste Streams
    
    Table VI-2 summarizes the disposition of priority pollutants with
    respect to each set of core operations.
    
    Roll ing with Neat 0i1s Core Waste Streams
    
    The following waste streams will receive  a  pollutant  discharge
    allocation in the core of the Rolling with Neat Oils Subcategory:
    
         Roll Grinding Spent Emulsion
         Annealing Furnace Atmosphere Scrubber Liquor
         Sawing Spent Lubricant
         Miscellaneous Nondescript Wastewater Sources
    
    Organic  pollutant  characteristics  of  the  roll grinding spent
    emulsions and sawing spent lubricant waste  streams  were  deter-
    mined  from  the  rolling  spent  emulsions waste stream.  All of
    these processes require a lubricant to prevent excess wear on the
    metal against metal surfaces.  Since the properties of the lubri-
    cants required are similar between  these  three  processes,  the
    formulations  for  each  ought  to  be  similar;  therefore,  the
    characteristics of one are transferable to another.
    
    Toxic metal pollutants and cyanide characteristics from  applica-
    ble  miscellaneous  wastewater  sources (points AA-2, AA-3, AA-8,
    and AA-9)  were  considered  for  the  miscellaneous  nondescript
    wastewater  sources.  Toxic metals and cyanide characteristics of
    sawing spent lubricant and  roll  grinding  spent  emulsion  were
    determined from samples taken of these streams.  The organic data
    for  these  wastewater  streams  were  received  too  late  to be
    included in the data base.
    
    The annealing furnace atmosphere scrubber liquor waste stream had
    no toxic pollutants detected above the level considered  achieva-
    ble by specific available treatment methods.
    
    Pollutants  Never  Detected.   The toxic pollutants identified by
    "ND" in Table VI-2 were not detected in any  samples  from  these
    wastewater   streams;  therefore,  they  were  not  selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.
    
    Pollutants  Never  Found  Above  Their  Analytical Quantification
    Level.  The toxic pollutants identified by  "NQ"  in  Table  VI-2
    were  never  found above their analytical quantification level in
    any samples from these wastewater streams; therefore,  they  were
    not  selected  for  consideration in establishing regulations for
    these wastewater streams.
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    Pollutants Detected Below Levels Achievable  by  Treatment.   The
    toxic  pollutants  identified  by  "NT"  in Table"VI-2 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below  the  concentration considered achievable by
    specific available treatment methods; therefore,  they  were  not
    selected  for consideration in establishing regulations for these
    wastewater streams.  The pollutants  are  individually  discussed
    below.
    
    Acrolein  was  detected above its analytical quantification level
    in 2 of 8 samples; however, it was  not  found  above  the  level
    considered achievable by specific treatment methods (0.100 mg/1).
    
    Benzene was detected above its analytical quantification level in
    1  of 8 samples; however, it was not found above the level consid-
    ered achievable by specific treatment methods (0.05 mg/1).
    
    Chlorobenzene  was  detected  above its analytical quantification
    level in 1 of 8 samples; however, it  was  not  found  above  the
    level  considered achievable by specific treatment methods (0.025
    mg/1).
    
    2,4,6-Trichlorophenol was detected above its analytical quantifi-
    cation level in 1 of 9 samples; however, it was not  found  above
    the  level  considered  achievable  by specific treatment methods
    (0.025 mg/1).
    
    Chloroform was detected above its analytical quantification level
    in 2 of 8 samples; however, it was  not  found  above  the  level
    considered achievable by specific treatment methods (0.1 mg/1).
    
    Methylene  chloride was found above its analytical quantification
    level in 5 of 8 samples, with values ranging from 0.360 to  1.300
    mg/1.   This  pollutant is not attributable to specific materials
    or processes associated with rolling with neat oils; however,  it
    is  a  common solvent used in analytical laboratories, and is not
    expected to be present in raw wastewaters at concentrations above
    the level considered achievable by specific  available  treatment
    methods (0.100 mg/1).
    
    Antimony  was  detected above its analytical quantification level
    in 1 of 11 samples; however, it was not  found  above  the  level
    considered achievable by specific treatment methods (0.47 mg/1).
    
    Cadmium was detected above its analytical quantification  level in
    2  of  12 samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods (0.049 mg/1).
                                   618
    

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    Mercury was detected above its analytical quantification level in
    1  of 12 samples; however,  it  was  not  found  above  the  level
    considered achievable by specific treatment methods (0.036 mg/1).
    
    Nickel   was detected above its analytical quantification level in
    5 of 13 samples; however, it was not found above the  level  con-
    sidered achievable by specific treatment methods (0.22 mg/1).
    
    Pollutants  Detected  i_n  a  Small  Number of_ Sources.  The toxic
    pollutants identified by "SU" in  Table  VI-2  were  found  above
    their  analytical  quantification level at only a small number of
    sources within the category and  are  uniquely  related  to  only
    those   sources;   therefore,   they   were   not   selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.  The pollutants are individually discussed below.
    
    1,2-trans-Dichloroethylene  was  detected  above  its  analytical
    quantification level in 1 of 8 samples and in 1 of 4 sources.
    
    Butyl  benzyl  phthalate  was  detected  above   its   analytical
    quantification level in 1 of 9 samples and in 1 of 6 sources.
    
    Dimethyl  phthalate was detected above its analytical quantifica-
    tion level in 1  of 9 samples and in 1  of 6 sources.
    
    Chrysene was detected above its analytical  quantification  level
    in 1 of 9 samples and in 1 of 6 sources.
    
    Acenaphthylene  was  detected above its analytical quantification
    level in 1 of 9 samples and in 1 of 6 sources.
    
    Anthracene and phenanthrene are  not  cleanly  separated  by  the
    analytical  protocol  employed  in  this  study;  thus,  they are
    reported together.  The sum of these pollutants was  reported  at
    values greater than their analytical quantification level in 2 of
    9 samples and in 1 of 6 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion  level  in  4 of 8 samples; however, it was only found above
    the level considered achievable  by  specific  treatment  methods
    (0.05 mg/1) in 3 of 8 samples and in 1 of 4 sources.
    
    Trichloroethylene  was  detected above its analytical quantifica-
    tion level in 1  of 8 samples and in 1  of 4 sources.
    
    Chlordane was detected above its analytical quantification  level
    in 1 of 7 samples and in 1 of 5 sources.
    
    4,4'-DDE  was  detected above its analytical quantification level
    in 1 of 7 samples and in 1 of 5 sources.
                                   619
    

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    Alpha-endosulfan was detected above its analytical quantification
    level in 1  of 7 samples and in 1  of 5 sources.
    
    Beta-endosulfan was detected above its analytical  quantification
    level in 1  of 7 samples and in 1  of 5 sources.
    
    Alpha-BHC  was detected above its analytical quantification level
    in 1 of 7 samples and in 1  of 5 sources.
    Beta-BHC was detected above its analytical
    in 1 of 7 samples and in 1  of 5 sources.
                                                quantification  level
    Arsenic was detected above its analytical quantification level in
    5 of 12 samples and in 3 of 5 plants; however, it was found above
    the  level  considered  achievable  by specific treatment methods
    (0.34 mg/1) at only 1 of 5 plants.
    Pollutants Selected for Consideration in Establishing
                                         Waste  Streams.
                                          Table  VI-2
                                             of  the
    for the Rolling with Neat Oils Core
    pollutants  identified  by  "RG"  in
    eliminated from consideration  for  any
    above;   therefore,   each  was  selected  for
    establishing  regulations  for  these  wastewater
    pollutants are individually discussed below.
    
    Acenaphthene  was
    level and above
          Regulations
           The  toxic
       are  those not
      reasons  listed
    consideration  in
       streams.   The
    Acenaphthene  was  detected  above  its analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods   (0.010  mg/1) in 2 of 9 samples and  in  2 of  6
    sources.
    Ethylbenzene was detected  above  its  analytical  quantification
    level in 5 of 8 samples and above the  level considered achievable
    by  specific treatment methods  (0.050  mg/1) in 2 of  8 samples  and
    in 2 of 4 sources.
    
    Fluoranthene was detected  above  its  analytical  quantification
    level  and  above  the  level   considered  achievable by specific
    treatment methods  (0.010 mg/1)  in 3 of 9 samples and in  2  of  6
    sources.
    
    Naphthalene  was   detected  above  its analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods  (0.050  mg/1) in  2 of  9 samples  and  in  2 of  6
    sources.
    
    N-nitrosodiphenylamine  was   detected  above    its  analytical
    quantification level  in 3 of 9  samples and in 2 of 6 sources.
                                    620
    

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    Phenol was detected above its analytical quantification level and
    above  the  level  considered  achievable  by  specific treatment
    methods (0.050 mg/1) in 3 of 10 samples and in 3 of 6 sources.
    
    Bis(2-ethylhexyl)  phthalate  was  found  above  its   analytical
    quantification  level  in 4 of 9 samples.  The maximum concentra-
    tion observed was 2.900 mg/1.
    
    Di-n-butyl phthalate was found above its  analytical  quantifica-
    tion level in 4 of 9 samples,  ranging from 0.330 to 19.000 mg/1.
    
    Diethyl  phthalate  was found above its analytical quantification
    level in 4 of 9 samples.  Values ranged from 0.220 to 3.100 mg/1.
    
    Fluorene was detected above its analytical  quantification  level
    and  above  the level considered achievable by specific treatment
    methods (0.010 mg/1) in 5 of 9 samples and in 4 of 6 sources.
    
    Pyrene was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.010 mg/1) in 4 of 9 samples and in 3 of 6 sources.
    
    Toluene was detected above its analytical quantification level in
    5  of  8  samples  and  above  the level considered achievable by
    specific treatment methods (0.050 mg/1) in 3 of 8 samples and  in
    2 of 4 sources.
    
    Endosulfan  sulfate was detected above its analytical quantifica-
    tion level in 2 of 7 samples and in 2 of 5 sources.
    
    Endrin was detected above its analytical quantification level  in
    2 of 7 samples and in 2 of 5 sources.
    
    Endrin  aldehyde was detected above its analytical quantification
    level in 2 of 7 samples and in 2 of 5 sources.
    
    The  seven  organic  toxic   pollutant   PCB's   (polychlorinated
    biphenyls)  are  not cleanly separated by the analytical protocol
    employed in this study; thus,  they are reported  in  two  groups.
    Each  of  the  two  PCS  groups  was  reported  present above its
    analytical quantification level in 3 of 7 samples and in 3  of   5
    sources.
    
    Chromium  was  detected above its analytical quantification level
    in 6 of 12 samples and above the level considered  achievable  by
    specific  treatment methods (0.07 mg/1) in 2 of 12 samples and in
    2 of 11 sources.
    
    Copper was detected above its analytical quantification level  in
    5  of  12  samples  and  above the level considered achievable by
    
    
                                   621
    

    -------
    specific treatment methods (0.39 mg/1)  in 1  of 12 samples and  in
    1  of 11  sources.
    
    Lead  was detected above its analytical quantification level in 5
    of 12 samples and above the level considered achievable by speci-
    fic treatment methods (0.08 mg/1) in 3  of 12 samples and in 2  of
    11 sources.
    
    Zinc was detected above its analytical  quantification level in 11
    of 12 samples and above the level considered achievable by speci-
    fic  treatment methods (0.23 mg/1) in 6 of 12 samples and in 6 of
    11 sources.
    
    Rolling with Emulsions Core Waste Streams
    
    The following waste streams will receive  a  pollutant  discharge
    allocation in the core of the Rolling with Emulsions Subcategory:
    
         Rolling with Emulsions Spent Emulsions
         Roll Grinding Spent Emulsions
         Sawing Spent Lubricants
         Miscellaneous Nondescript Wastewater Sources
    
    Pollutant  data  from applicable miscellaneous wastewater sources
    (points AA-2, AA-3, AA-8,  and  AA-9)  were  considered  for  the
    miscellaneous nondescript wastewater sources.  Characteristics of
    rolling  spent emulsions, sawing spent lubricant, and roll grind-
    ing spent emulsions were determined from samples taken from these
    waste streams.
    
    Pollutants Never Detected.  The toxic  pollutants  identified  by
    "ND"  in  Table  VI-2 were not detected in any samples from these
    wastewater  streams;  therefore,  they  were  not  selected   for
    consideration  in  establishing  regulations for these wastewater
    streams.
    
    Pollutants Never  Found  Above  Their  Analytical  Quantification
    Level.    The  toxic  pollutants  identified by "NQ"  in Table VI-2
    were never found above their analytical quantification  level  in
    any  samples  from these wastewater streams; therefore, they were
    not selected for consideration in  establishing  regulations  for
    these wastewater streams.
    
    Pollutants  Detected  Below  Levels Achievable by_ Treatment.  The
    toxic pollutants identified by "NT"  in  Table  VI-2  were  found
    above   their   analytical   quantification   level   only  at  a
    concentration below the concentration  considered  achievable  by
    specific  available  treatment  methods; therefore,  they were not
    selected for consideration  in establishing regulations for  these
                                   622
    

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    wastewater  streams.   The  pollutants are individually discussed
    below.
    
    Acrolein was detected above its analytical  quantification  level
    in  2  of  8  samples;  however, it was not found above the level
    considered achievable by specific treatment methods (0.100 mg/1).
    
    Benzene was detected above its analytical quantification level in
    1  of 8 samples;  however,  it  was  not  found  above  the  level
    considered achievable by specific treatment methods (0.05 mg/1).
    
    Chlorobenzene  was  detected  above its analytical quantification
    level in 1 of 8 samples; however, it  was  not  found  above  the
    level  considered achievable by specific treatment methods (0.025
    mg/1).
    
    2,4,6-Trichlorophenol was detected above its analytical quantifi-
    cation level in 1 of 9 samples; however, it was not  found  above
    the  level  considered  achievable  by specific treatment methods
    (0.025 mg/1).
    
    Chloroform was detected above its analytical quantification level
    in 2 of 8 samples; however, it was  not  found  above  the  level
    considered achievable by specific treatment methods (0.1 mg/1).
    
    Methylene  chloride was found above its analytical quantification
    level in 5 of 8 samples, with values ranging from 0.360 to  1.300
    mg/1.   This  pollutant is not attributable to specific materials
    or processes associated with rolling with emulsions; however,  it
    is  a  common solvent used in analytical laboratories, and is not
    expected to be present in raw wastewaters at concentrations above
    the level considered achievable by specific  available  treatment
    methods (0.100 mg/1).
    
    Antimony  was  detected above its analytical quantification level
    in 1 of 21 samples; however, it was not  found  above  the  level
    considered achievable by specific treatment methods (0.47 mg/1).
    
    Mercury was detected above its analytical quantification level in
    3  of  22 samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods  (0.036 mg/1).
    
    Pollutants Detected in a Small  Number  of  Sources.   The  toxic
    pollutants  identified  by  "SU"  in  Table VI-2 were found above
    their analytical quantification level at only a small  number  of
    sources  within  the  category  and  are uniquely related to only
    those  sources;   therefore,   they   were   not   selected   for
    consideration  in  establishing  regulations for these wastewater
    streams.  The pollutants are individually discussed below.
                                   623
    

    -------
    },2-trans-Dichloroethylene  was  detected  above  its  analytical
    quantification level in 1  of 8 samples and in 1 of 4 sources.
    
    Butyl   benzyl   phthalate  was  detected  above  its  analytical
    quantification level in 1  of 9 samples and in 1 of 6 sources.
    
    Dimethyl phthalate was detected above its analytical  quantifica-
    tion level in 1  of 9 samples and in 1 of 6 sources.
    
    Chrysene  was  detected above its analytical quantification  level
    in 1 of 9 samples and in 1 of 6 sources.
    
    Acenaphthylene was detected above its  analytical  quantification
    level in 1 of 9 samples and in 1 of 6 sources.
    
    Anthracene  and  phenanthrene  are  not  cleanly separated by the
    analytical protocol  employed  in  this  study;  thus,  they  are
    reported  together.   The sum of these pollutants was reported at
    values greater than their analytical quantification level in 2 of
    9 samples and in 1 of 6 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion level in 4 of 8 samples,- however, it was  only  found   above
    the  level  considered  achievable  by specific treatment methods
    (0.05 mg/1) in 3 of 8 samples and in 1 of 4 sources.
    
    Trichloroethylene was detected above its  analytical  quantifica-
    tion level in 1  of 8 samples and in 1 of 4 sources..
    
    Chlordane  was detected above its analytical quantification  level
    in  1 of 7 samples and in 1 of 5 sources.
    
    4,4'-DDE was detected above its analytical  quantification   level
    in  1 of 7 samples and in 1 of 5 sources.
    
    Alpha-endosulfan was detected above its analytical quantification
    level in 1 of 7 samples and in 1 of 5 sources.
    
    Beta-endosulfan  was detected above its analytical quantification
    level in 1 of 7 samples and in 1 of 5 sources.
    
    Alpha-BHC was detected above its analytical quantification   level
    in  1 of 7 samples and in 1 of 5 sources.
    
    Beta-BHC  was  detected above its analytical quantification  level
    in  1 of 7 samples and in 1 of 5 sources.
    
    Arsenic was detected above its analytical quantification  level  in
    10 of 21 samples; however, it was only found above the level con-
    sidered achievable by specific treatment methods  (0.34 mg/1) in  2
    
    
                                   624
    

    -------
    of 21 samples and in 2 of 16 sources.  Both of these sources were
    located at the same plant, out of a total of 8 plants.
    
    Cadmium was detected above its analytical quantification level in
    8 of 21 samples; however, it was only found above the level  con-
    sidered  achievable by specific treatment methods (0.049 mg/1) in
    3 of 21 samples and in 3 of 16 sources.   These three sources  are
    located at two different plants.
    
    Nickel  was detected above its analytical quantification level in
    12 of 22 samples; however, it was only found above the level con-
    sidered achievable by specific treatment methods (0.22 mg/1) in 2
    of 22 samples and in 2 of 17 sources.
    
    Pollutants Selected for Consideration ijn Establishing Regulations
    for the Rolling with Emulsions Core  Waste  Streams.   The  toxic
    pollutants  identified  by  "RG"  in  Table  VI-2  are  those not
    eliminated from consideration  for  any  of  the  reasons  listed
    above;   therefore,   each  was  selected  for  consideration  in
    establishing  regulations  for  these  wastewater  streams.   The
    pollutants are individually discussed below.
    Acenaphthene  was  detected
    level and above  the  level
    treatment  methods  (0.010
    sources.
     above  its analytical quantification
     considered  achievable  by  specific
    mg/1) in 2 of 9 samples and in 2 of 6
    Ethylbenzene was detected  above  its  analytical  quantification
    level in 5 of 8 samples and above the level considered achievable
    by  specific treatment methods (0.050 mg/1) in 2 of 8 samples and
    in 2 of 4 sources.
    
    Fluoranthene was detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.010 mg/1) in 3 of 9 samples and in  2  of  6
    sources.
    Naphthalene  was  detected
    level and above  the  level
    treatment  methods  (0.050
    sources.
    above  its  analytical quantification
     considered  achievable  by  specific
    mg/1) in 2 of 9 samples and in 2 of 6
    N-nitrosodiphenylamine was detected above its analytical  quanti-
    fication level in 3 of 9 samples and in 2 of 6 sources.
    
    Phenol was detected above its analytical quantification level and
    above  the  level  considered  achievable  by  specific treatment
    methods (0.050 mg/1) in 3 of 10 samples and in 3 of 6 sources.
                                   625
    

    -------
    Bis(2-ethylhexyl)   phthalate  was  found  above  its   analytical
    quantification  level  in 4 of 9 samples.  The maximum concentra-
    tion observed was 2.900 mg/1.
    
    Di-n-butyl phthalate was found above its  analytical  quantifica-
    tion level in 4 of 9 samples,  ranging from 0.330 to 19.000 mg/1.
    
    Diethyl  phthalate  was found above its analytical quantification
    level in 4 of 9 samples.  Values ranged from 0.220 to 3.100 mg/1.
    
    Fluorene was detected above its analytical  quantification  level
    and  above  the level considered achievable by specific treatment
    methods (0.010 mg/1) in 5 of 9 samples and in 4 of 6 sources.
    
    Pyrene was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.010 mg/1) in 4 of 9 samples and in 3 of 6 sources.
    
    Toluene was detected above its analytical quantification level  in
    5  of  8  samples  and  above  the level considered achievable  by
    specific treatment methods (0.050 mg/1) in 3 of 8 samples and   in
    2 of 4 sources.
    
    Endosulfan  sulfate was detected above its analytical quantifica-
    tion level in 2 of 7 samples and in 2 of 5 sources.
    
    Endrin was detected above its analytical quantification level   in
    2 of 7 samples and in 2 of 5 sources.
    
    Endrin  aldehyde was detected above its analytical quantification
    level in 2 of 7 samples and in 2 of 5 sources.
    
    The  seven  organic  toxic   pollutant   PCB's    (polychlorinated
    biphenyls)  are  not cleanly separated by the analytical protocol
    employed in this study; thus, they are reported   in  two  groups.
    Each  of  the  two  PCS  groups  was  reported  present above its
    analytical quantification level in 3 of 7 samples and in 3  of   5
    sources.
    
    Chromium  was  detected above its analytical quantification  level
    in  14 of 22 samples and above the level considered achievable   by
    specific  treatment methods (0.07 mg/1)  in 7 of 22 samples and  in
    7 of 17 sources.
    
    Copper was detected above its analytical quantification level   in
    13  of  22  samples  and above the level considered achievable  by
    specific treatment methods  (0.39 mg/1) in 7 of  22 samples and   in
    6 of 17 sources.
                                    626
    

    -------
    Cyanide was detected above its analytical quantification level in
    8 of 22 samples and above the level considered achievable by spe-
    cific  treatment methods (0.047 mg/1)  in 6 of 22 samples and in 3
    of 17 sources.
    
    Lead was detected above its analytical quantification level in 13
    of 22 samples and above the level considered achievable  by  spe-
    cific  treatment  methods (0.08 mg/1)  in 9 of 22 samples and in 6
    of 17 sources.
    
    Zinc was detected above its analytical quantification level in 19
    of 21 samples and above the level considered achievable by speci-
    fic treatment methods (0.23 mg/1) in 13 of 21 samples and  in  11
    of 16 sources.
    
    Extrusion Core Waste Streams
    
    The  following  waste  streams will receive a pollutant discharge
    allocation in the core of the Extrusion Subcategory:
    
         Extrusion Die Cleaning Bath
         Extrusion Die Cleaning Rinse
         Extrusion Die Cleaning or Press Scrubber Liquor
         Sawing Spent Lubricant
         Miscellaneous Nondescript Wastewater Sources
    
    Pollutant data from applicable miscellaneous  wastewater  sources
    (points  AA-2, AA-3, AA-8, and AA-9) were considered for the mis-
    cellaneous nondescript wastewater sources.  For the extrusion die
    cleaning or press scrubber liquor, no toxic metals were  detected
    above  their  analytical quantification level and above the level
    considered achievable by specific  available  treatment  methods.
    Due  to  a  lack of data, the toxic organics in the extrusion die
    cleaning or press scrubber liquor and  the  cleaning  or  etching
    scrubber liquor are considered to be similar.  The same pollutant
    selection is considered equally applicable to both of these waste
    streams.   As  will  be  discussed  in  the  section on pollutant
    selection for ancillary waste streams,  no  toxic  organics  were
    selected  for  consideration  in establishing regulations for the
    cleaning or etching scrubber liquor wastewater stream.
    
    Organic pollutant characteristics of the sawing  spent  lubricant
    waste  stream  were  determined  from the rolling spent emulsions
    waste stream.  Both of these processes  require  a  lubricant  to
    prevent  excess  wear  on the metal against metal surfaces and to
    aid by cooling the surfaces.  Since the properties of the  lubri-
    cants  required  are  similar  between  these  two processes, the
    formulations for each are assumed to be similar;  therefore,  the
    characteristics of one are transferable to another.
                                   627
    

    -------
    Toxic  metal  pollutants and cyanide characteristics of extrusion
    die cleaning baths and rinses,  and sawing spent  lubricants  were
    determined from samples taken of these streams.
    
    Pollutants  Never  Detected.   The toxic pollutants identified by
    "ND" in Table VI-2 were not detected in any  samples  from  these
    wastewater   streams;  therefore,  they  were  not  selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.
    
    Pollutants  Never  Found  Above  Their  Analytical Quantification
    Level.   The toxic pollutants identified by  "NQ"  in  Table  VI-2
    were  never  found above their analytical quantification level in
    any samples from these wastewater streams; therefore,  they  were
    not  selected  for  consideration in establishing regulations for
    these wastewater streams.
    
    Pollutants Detected Be 1 ow Levels Achievable  by_  Treatment.   The
    toxic  pollutants  identified  by  "NT"  in Table VI-2 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below  the  concentration considered achievable by
    specific available treatment methods; therefore,  they  were  not
    selected  for consideration in establishing regulations for these
    wastewater streams.  The pollutants  are  individually  discussed
    below.
    
    Acrolein  was  detected above its analytical quantification level
    in 2 of 10 samples; however, it was not  found  cibove  the  level
    considered achievable by specific treatment methods  (0.100 mg/1).
    
    Benzene was detected abov<= its analytical quantification level in
    2  of   10 samples; however) it was not found above the level con-
    sidered achievable by specific treatment methods  (0.05 mg/1).
    
    Chlorobenzene was detected above  its  analytical  quantification
    level   in   1  of  10 samples; however, it was not found above the
    level considered achievable by specific treatment methods   (0.025
    mg/1).
    
    2,4,6-Trichlorophenol was detected above its analytical quantifi-
    cation  level in 1 of 11 samples; however, it was not found above
    the  level considered achievable  by  specific  treatment   methods
    (0.025 mg/1).
    
    Chloroform was detected above its analytical quantification level
    in   2  of   10  samples; however, it was not found above the level
    considered achievable by specific treatment methods  (0.1 mg/1).
    
    Methylene chloride was  found above its analytical  quantification
    level in 7 of 10 samples, with values ranging  from 0.021 to 1.300
    
    
                                   628
    

    -------
    mg/1.    This  pollutant is not attributable to specific materials
    or processes associated with extrusion/ however, it is  a  common
    solvent  used  in analytical laboratories, and is not expected to
    be present in raw wastewaters at concentrations above  the  level
    considered  achievable  by  specific  available treatment methods
    (0.100 mg/1)
    Antimony was
    in  12  of  22 	r__
    considered achievable
    detected above  its analytical  quantification   level
    :2 samples; however,  it was not found above  the  level
    :hievable by specific treatment methods  (0.47 mg/1).
    Cadmium was detected above its analytical quantification level in
    7 of 22 samples; however, it was not found above the  level  con-
    sidered achievable by specific treatment methods (0.049 mg/1).
    
    Cyanide  was  detected above its quantitative analytical level in
    11 of 22 samples; however, it  was  not  found  above  the  level
    considered achievable by specific treatment methods (0.047 mg/1).
    
    Mercury was detected above its quantitative analytical level in 2
    of  22 samples,- however, it was not found above the level consid-
    ered achievable by specific treatment methods (0.036 mg/1).
    
    Nickel was detected above its analytical quantification level  in
    6  of  22 samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods (0.22 mg/1).
    
    Selenium was detected above its quantitative analytical level  in
    6  of  21 samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods (0.20 mg/1).
    
    Pollutants Detected i_n a Small  Number  of_  Sources.   The  toxic
    pollutants  identified  by  "SU"  in  Table VI-2 were found above
    their analytical quantification level at only a small  number  of
    sources  within  the  category  and  are uniquely related to only
    those  sources;   therefore,   they   were   not   selected   for
    consideration   in  establishing  regulations for these wastewater
    streams.  The pollutants are individually discussed below.
    
    1,2-trans-Dichloroethylene  was  detected  above  its  analytical
    quantification  level in  1 of 10 samples and in 1 of 6 sources.
    
    Butyl   benzyl   phthalate  was  detected  above  its  analytical
    quantification  level in  1 of 11 samples and in 1 of 8 sources.
    
    Dimethyl phthalate was detected above its analytical  quantifica-
    tion level in 1 of 11 samples and in 1 of 8 sources.
    
    Chrysene  was   detected above its analytical quantification level
    in 1 of 11 samples and in 1 of 8 sources.
    
    
                                   629
    

    -------
    Acenaphthylene was detected above its  analytical  quantification
    level in 1  of 11  samples and in 1 of 8 sources.
    
    Anthracene  and  phenanthrene  are  not  cleanly separated by the
    analytical protocol  employed  in  this  study;  thus,  they  are
    reported  together.   The sum of these pollutants was reported at
    values greater than their analytical quantification level in 2 of
    11 samples and in 1 of 8 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion level in 4 of 10 samples; however, it was only  found  above
    the  level  considered  achievable  by specific treatment methods
    (0.05 mg/1) in 3 of 10 samples and in 1 of 6 sources.
    
    Trichloroethylene was detected above its  analytical  quantifica-
    tion level in 1  of 10 samples and in 1 of 6 sources.
    
    Chlordane  was detected above its analytical quantification level
    in 1 of 9 samples and in 1  of 7 sources.
    
    4,4'-DDE was detected above its analytical  quantification  level
    in 1 of 9 samples and in 1  of 7 sources.
    
    Alpha-endosulfan was detected above its analytical quantification
    level in 1 of 9 samples and in 1 of 7 sources.
    
    Beta-endosulfan  was detected above its analytical quantification
    level in 1 of 9 samples and in 1 of 7 sources.
    
    Alpha-BHC was detected above its analytical quantification  level
    in 1 of 10 samples and in 1 of 8 sources.
    
    Beta-BHC  was  detected above its analytical quantification level
    in 1 of 10 samples and in 1 of 8 sources.
    
    Arsenic was detected above its analytical quantification level in
    10 of 22 samples.   It  was  found  above  the  level  considered
    achievable  by  specific treatment methods (0.35 mg/1) in 5 of 22
    samples and in 5 of 15 sources.
    
    Pollutants Selected for Consideration in Establishing Regulations
    for the Extrusion  Core  Waste  Streams.   The  toxic  pollutants
    identified  by  "RG"  in Table VI-2 are those not eliminated from
    consideration for any of the  reasons  listed  above;  therefore,
    each  was  selected for consideration in establishing regulations
    for these wastewater streams.  The  pollutants  are   individually
    discussed below.
    
    Acenaphthene  was  detected  above  its analytical quantification
    level and above  the  level  considered  achievable   by  specific
    
    
                                   630
    

    -------
    treatment  methods  (0.010 mg/1)  in 2 of 10 samples and in 2 of 8
    sources.
    
    Ethylbenzene was detected  above  its  analytical  quantification
    level  in  5  of  11  samples  and  above  the  level  considered
    achievable by specific treatment methods (0.050 mg/1) in 2 of  11
    samples and in 2 of 7 sources.
    
    Fluoranthene  was  detected  above  its analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods  (0.010 mg/1)  in 3 of 12 samples and in 2 of 9
    sources.
    
    Naphthalene was  detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.050 mg/1) in 2 of 12 samples and in 2  of  9
    sources.
    
    N-nitrosodiphenylamine   was   detected   above   its  analytical
    quantification level in 3 of 12 samples and in 2 of 9 sources.
    
    Phenol was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.050 mg/1) in 3 of 12 samples and in 3 of 8 sources.
    
    Bis(2-ethylhexyl)   phthalate  was  found  above  its  analytical
    quantification level in 5 of 12 samples.  The maximum  concentra-
    tion observed was 2.900 mg/1.
    
    Di-n-butyl  phthalate  was found above its analytical quantifica-
    tion level in 4 of 12 samples, ranging from 0.330 to 19.000 mg/1.
    
    Diethyl phthalate was found above its  analytical  quantification
    level  in  4  of  11  samples.  Values ranged from 0.220 to 3.100
    mg/1.
    
    Fluorene was detected above its analytical  quantification  level
    and  above  the level considered achievable by specific treatment
    methods (0.010 mg/1) in 5 of 11 samples and in 4 of 8 sources.
    
    Pyrene was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.010 mg/1) in 4 of 11 samples and in 3 of 8 sources.
    
    Toluene was detected above its analytical quantification level in
    5  of  10  samples  and  above the level considered achievable by
    specific treatment methods (0.050 mg/1) in 3 of 10 samples and in
    2 of 6 sources.
                                   631
    

    -------
    Endosulfan sulfate was detected above its analytical  quantifica-
    tion level in 2 of 9 samples and in 2 of 7 sources.
    
    Endrin  was detected above its analytical quantification level in
    2 of 9 samples and in 2 of 7 sources.
    
    Endrin aldehyde was detected above its analytical  quantification
    level in 2 of 9 samples and in 2 of 7 sources.
    
    The   seven   organic   toxic  pollutant  PCB's  (polychlorinated
    biphenyls) are not cleanly separated by the  analytical  protocol
    employed  in  this  study; thus, they are reported in two groups.
    Each of the  two  PCB  groups  was  reported  present  above  its
    analytical  quantification  level in 3 of 9 samples and in 3 of 7
    sources.
    
    Chromium was detected above its analytical  quantification  level
    in  15 of 22 samples and above the level considered achievable by
    specific treatment methods (0.07 mg/1) in 6 of 22 samples and  in
    6 of 15 sources.
    
    Copper  was detected above its analytical quantification level in
    17 of 22 samples and above the  level  considered  achievable  by
    specific  treatment methods (0.39 mg/1) in 7 of 22 samples and in
    5 of 15 sources.
    
    Lead was detected above its analytical quantification level in 16
    of 22 samples and above the level considered achievable by speci-
    fic treatment methods  (0.08 mg/1) in 10 of 22 samples and in 7 of
    15 sources.
    
    Zinc was detected above its analytical quantification level in 22
    of 22 samples and above the level considered achievable by speci-
    fic treatment methods  (0.23 mg/1) in 11 of 22 samples and in 9 of
    15 sources.
    
    Forging Core Waste Streams
    
    The following waste streams will receive  a  pollutant  discharge
    allocation in the core of the Forging Subcategory:
    
         Sawing Spent Lubricant
         Miscellaneous Nondescript Wastewater Sources
    
    Pollutant  data  from  applicable miscellaneous wastewater sources
     (points AA-2, AA-3, AA-8, and AA-9)  were considered for the  mis-
    cellaneous  nondescript  wastewater  sources.   Organic pollutant
    characteristics of the sawing spent  lubricant waste  stream  were
    determined  from  the  rolling spent  emulsions waste stream.  Both
    of these processes require a  lubricant to prevent  excess wear  on
    
    
                                    632
    

    -------
    the  metal  against  metal  surfaces  and  to  aid by cooling the
    surfaces.   Since the properties of the  lubricants  required  are
    similar  between  these  two processes, the formulations for each
    ought to be similar; therefore, the characteristics  of  one  are
    transferable to another.
    
    Toxic  metals  and  cyanide  characteristics  of the sawing spent
    lubricant wastewater stream were determined from samples taken of
    this stream.
    
    Pollutants Never Detected.  The toxic  pollutants  identified  by
    "ND"  in  Table  VI-2 were not detected in any samples from these
    wastewater  streams;  therefore,  they  were  not  selected   for
    consideration  in  establishing  regulations for these wastewater
    streams.
    
    Pollutants Never  Found  Above  Their  Analytical  Quantification
    Level.    The  toxic  pollutants  identified by "NQ" in Table VI-2
    were never found above their analytical quantification  level  in
    any  samples  from these wastewater streams; therefore, they were
    not selected for consideration in  establishing  regulations  for
    these wastewater streams.
    
    Pollutants  Detected  Below  Levels Achievable by_ Treatment.   The
    toxic pollutants identified by "NT"  in  Table  VI-2  were  found
    above   their   analytical   quantification   level   only  at  a
    concentration below the concentration  considered  achievable  by
    specific  available  treatment  methods; therefore, they were not
    selected for consideration in establishing regulations for  these
    wastewater  streams.   The  pollutants are individually discussed
    below.
    
    Acrolein was detected above its analytical  quantification  level
    in  2  of  8  samples;  however, it was not found above the level
    considered achievable by specific treatment methods (0.100 mg/1).
    
    Benzene was detected above its analytical quantification level in
    1  of 8 samples; however,  it was not found above the level consid-
    ered achievable by specific treatment methods (0.05 mg/1).
    
    Chlorobenzene was detected above  its  analytical  quantification
    level  in  1  of  8  samples; however, it was not found above the
    level considered achievable by specific treatment methods  (0.025
    mg/1) .
    
    2,4,6-Trichlorophenol   was   detected   above   its   analytical
    quantification level in 1 of 9 samples; however, it was not found
    above the  level  considered  achievable  by  specific  treatment
    methods (0.025 mg/1).
                                   633
    

    -------
    Chloroform was detected above its analytical quantification level
    in  2  of  8  samples/  however, it was not found above the level
    considered achievable by specific treatment methods (0.1 mg/1).
    
    Methylene chloride was found above its analytical  quantification
    level  in 5 of 8 samples, with values ranging from 0.360 to 1.300
    mg/1.  This pollutant is not attributable to  specific  materials
    or  processes  associated  with  forging; however, it is a common
    solvent used in analytical laboratories, and is not  expected  to
    be  present  in raw wastewaters at concentrations above the level
    considered achievable by  specific  available  treatment  methods
    (0.TOO mg/1).
    
    Antimony  was  detected above its analytical quantification level
    in 3 of 8 samples; however, it was  not  found  above  the  level
    considered achievable by specific treatment methods (0.47 mg/1).
    
    Cadmium was detected above its analytical quantification level in
    2 of 8 samples; however, it was not found above the level consid-
    ered achievable by specific treatment methods (0.049 mg/1).
    
    Nickel  was detected above its analytical quantification level in
    2 of 8 samples; however, it was not found above the level consid-
    ered achievable by specific treatment methods (0.22 mg/1).
    
    Pollutants Detected ijn a Sma 11  Number  of_  Sources.   The  toxic
    pollutants  identified  by  "SU"  in  Table VI-2 were found above
    their analytical quantification level at only a small  number  of
    sources  within  the  category  and  are uniquely related to only
    those  sources;   therefore,   they   were   not   selected   for
    consideration  in  establishing  regulations for these wastewater
    streams.  The pollutants are individually discussed below.
    
    1,2-trans-Dichloroethylene  was  detected  above  its  analytical
    quantification level  in  1 of 8 samples and in 1 of 4 sources.
    
    Butyl   benzyl   phthalate  was  detected  above  its  analytical
    quantification level  in  1 of 9 samples and in 1 of 6 sources.
    
    Dimethyl phthalate was detected above its analytical  quantifica-
    tion level  in  1 of 9  samples and in 1 of 6 sources.
    
    Chrysene  was  detected  above its analytical quantification level
    in 1 of 9 samples and in 1 of 6 sources.
    
    Acenaphthylene was detected above its  analytical  quantification
    level in 1  of  9 samples  and in  1 of 6 sources.
    
    Anthracene  and  phenanthrene   are  not  cleanly separated by the
    analytical  protocol   employed   in  this  study;  thus,  they  are
    
    
                                    634
    

    -------
    reported  together.   The sum of these pollutants was reported at
    values greater than their analytical quantification level in 2 of
    9 samples and in 1  of 6 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion level in 4 of 8 samples; however, it was  only  found  above
    the  level  considered  achievable  by specific treatment methods
    (0.05 mg/1)  in 3 of 8 samples and in 1 of 4 sources.
    
    Trichloroethylene was detected above its  analytical  quantifica-
    tion level in 1 of 8 samples and in 1  of 4 sources.
    
    Chlordane  was detected above its analytical quantification level
    in 1 of 7 samples and in 1  of 5 sources.
    
    4,4'-DDE was detected above its analytical  quantification  level
    in 1 of 7 samples and in 1  of 5 sources.
    
    Alpha-endosulfan was detected above its analytical quantification
    level in 1 of 7 samples and in 1 of 5 sources.
    
    Beta-endosulfan  was detected above its analytical quantification
    level in 1 of 7 samples and in 1 of 5 sources.
    
    Alpha-BHC was detected above its analytical quantification  level
    in 1 of 7 samples and in 1  of 5 sources.
    
    Beta-BHC  was  detected above its analytical quantification level
    in 1 of 7 samples and in 1  of 5 sources.
    
    Arsenic was detected above its analytical quantification level in
    2 of 8 samples; however, it was only found above the  level  con-
    sidered achievable by specific treatment methods (0.34 mg/1) in  1
    of 8 samples and in 1 of 7 sources.
    
    Pollutants Selected for Consideration iji Establishing Regulations
    for  the  Forging  Core  Waste  Streams.   The  toxic  pollutants
    identified by "RG" in Table VI-2 are those  not  eliminated  from
    consideration  for  any  of  the reasons listed above; therefore,
    each was selected for consideration in  establishing  regulations
    for  these  wastewater  streams.  The pollutants are individually
    discussed below.
    
    Acenaphthene was detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.010 mg/1) in 2 of 9 samples and in  2  of   6
    sources.
    
    Ethylbenzene  was  detected  above  its analytical quantification
    level in 5 of 8 samples and above the level considered achievable
    
    
                                   635
    

    -------
    by specific treatment methods (0.050 mg/1)  in 2 of 8 samples  and
    in 2 of 4 sources.
    
    Fluoranthene  was  detected  above  its analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods  (0.010  mg/1) in 3 of 9 samples and in 2 of 6
    sources.
    
    Naphthalene was  detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.050 mg/1) in 2 of 9 samples and in  2  of  6
    sources.
    
    N-nitrosodiphenylamine   was   detected   above   its  analytical
    quantification level in 3 of 9 samples and in 2 of 6 sources.
    
    Phenol was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.050 mg/1) in 3 of 10 samples and in 3 of 6 sources.
    
    Bis(2-ethylhexyl)   phthalate  was  found  above  its  analytical
    quantification level in 4 of 9 samples.  The  maximum  concentra-
    tion observed was 2.900 mg/1.
    
    Di-n-butyl  phthalate  was found above its analytical quantifica-
    tion level in 4 of 9 samples, ranging from 0.330 to 19.000 mg/1.
    
    Diethyl phthalate was found above its  analytical  quantification
    level in 4 of 9 samples.  Values ranged from 0.220 to 3.100 mg/1.
    
    Fluorene  was  detected above its analytical quantification level
    and above the level considered achievable by  specific  treatment
    methods (0.010 mg/1) in 5 of 9 samples and in 4 of 6 sources.
    
    Pyrene was detected above its analytical quantification level and
    above  the  level  considered  achievable  by  specific treatment
    methods (0.010 mg/1) in 4 of 9 samples and in 3 of 6 sources.
    
    Toluene was detected above its analytical quantification level  in
    5 of 8 samples and  above  the   level  considered  achievable   by
    specific  treatment methods  (0.050 mg/1) in 3 of 8 samples and  in
    2 of 4 sources.
    
    Endosulfan sulfate was detected above  its analytical  quantifica-
    tion level in 2 of 7 samples and in 2 of 5 sources.
    
    Endrin  was detected above its analytical quantification level  in
    2 of 7 samples and in 2 of 5 sources.
                                   636
    

    -------
    Endrin aldehyde was detected above its analytical  quantification
    level in 2 of 7 samples and in 2 of 5 sources.
    
    The   seven   organic   toxic  pollutant  PCB's  (polychlorinated
    biphenyls) are not cleanly separated by the  analytical  protocol
    employed  in  this  study; thus, they are reported in two groups.
    Each of the  two  PCB  groups  was  reported  present  above  its
    analytical  quantification  level in 3 of 7 samples and in 3 of 5
    sources.
    
    Chromium was detected above its analytical  quantification  level
    in  1  of  8 samples and above the level considered achievable by
    specific treatment methods (0.07 mg/1) in 1 of 8 samples and in 1
    of 7 sources.
    
    Copper was detected above its analytical quantification level  in
    3  of  8  samples  and  above  the level considered achievable by
    specific treatment methods (0.39 mg/1) in 1 of 8 samples and in 1
    of 7 sources.
    
    Lead was detected above its analytical quantification level in  3
    of  8 samples and above the level considered achievable by speci-
    fic treatment methods (0.08 mg/1) in 3 of 8 samples and in 2 of 6
    sources.
    
    Zinc was detected above its analytical quantification level in  8
    of  8 samples and above the level considered achievable by speci-
    fic treatment methods (0.23 mg/1) in 5 of 8 samples and in 5 of 7
    sources.
    
    Drawing with Neat Oils Core Waste Streams
    
    The following waste streams will receive  a  pollutant  discharge
    allocation in the core of the Drawing with Neat Oils Subcategory:
    
         Sawing Spent Lubricants
         Miscellaneous Nondescript Wastewater Sources
    
    Pollutant  data  from applicable miscellaneous wastewater sources
    (points AA-2, AA-3, AA-8, and AA-9) were considered for the  mis-
    cellaneous  nondescript  wastewater  sources.   Organic pollutant
    characteristics of the sawing spent lubricants waste stream  were
    determined  from  the rolling spent emulsions waste stream.  Both
    of these processes require a lubricant to prevent excess wear  on
    the  metal  against metal surfaces and to aid by cooling the sur-
    faces.  Since the properties of the lubricants required are simi-
    lar between these two processes, the formulations for each  ought
    to   be  similar;  therefore,  the  characteristics  of  one  are
    transferable to another.
                                   637
    

    -------
    Toxic metals and cyanide characteristics of sawing  spent  lubri-
    cants were determined from samples taken of this waste stream.
    
    Pollutants  Never  Detected.    The toxic pollutants identified by
    "ND" in Table VI-2 were not detected in any  samples  from  these
    wastewater   streams;  therefore,  they  were  not  selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.
    
    Pollutants  Never  Found  Above  Their  Analytical Quantification
    Level.   The toxic pollutants identified by  "NQ"  in  Table  VI-2
    were  never  found above their analytical quantification level in
    any samples from these wastewater streams; therefore,  they  were
    not  selected  for  consideration in establishing regulations for
    these wastewater streams.
    
    Pollutants Detected Be 1 ow Levels Achievable  by_  Treatment.    The
    toxic  pollutants  identified  by  "NT"  in Table VI-2 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below the concentration   considered achievable by
    specific available treatment methods; therefore,  they  were  not
    selected  for consideration in establishing regulations for these
    wastewater streams.  The pollutants  are  individually  discussed
    below.
    
    Acrolein  was  detected above its analytical quantification level
    in 2 of 8 samples; however, it was  not  found  above  the  level
    considered achievable by specific treatment methods (0.100 mg/1).
    
    Benzene was detected above its analytical quantification level in
    1  of  8  samples;  however,   it  was  not  found above the level
    considered achievable by specific treatment methods (0.05 mg/1).
    
    Chlorobenzene was detected above  its  analytical  quantification
    level  in  1  of  8  samples; however, it was not found above the
    level considered achievable by specific treatment methods  (0.025
    mg/1).
    
    2,4,6-Trichlorophenol was detected above its analytical quantifi-
    cation  level  in 1 of 9 samples; however, it was not found above
    the  level considered achievable  by  specific  treatment  methods
    (0.025 mg/1).
    
    Chloroform was detected above its analytical quantification level
    in   2  of  8  samples;  however, it was not found above the level
    considered achievable by specific treatment methods (0.1 mg/1).
    
    Methylene chloride was found above its analytical  quantification
    level  in 5 of 8 samples, with values ranging from 0.360 to 1.300
    mg/1.  This pollutant is not attributable to  specific  materials
    
    
                                   638
    

    -------
    or  processes associated with drawing with neat oils; however, it
    is a common solvent used in analytical laboratories, and  is  not
    expected to be present in raw wastewaters at concentrations above
    the  level  considered achievable by specific available treatment
    methods (0.100 mg/1).
    
    Antimony was detected above its analytical  quantification  level
    in  3  of  8  samples;  however, it was not found above the leveJ
    considered achievable by specific treatment methods  (0.47 mg/1).
    
    Cadmium was detected above its analytical quantification level in
    2 of 8 samples; however, it was not found above the  level consid-
    ered achievable by specific treatment methods (0.049 mg/1).
    
    Nickel was detected above its analytical quantification level  in
    2 of 8 samples; however, it was not found above the  level consid-
    ered achievable by specific treatment methods (0.22 mg/1).
    
    Pollutants  Detected  j.n  a  Sma 11  Number of_ Sources.  The toxic
    pollutants identified by "SU" in  Table  VI-2  were  found  above
    their  analytical  quantification level at only a small number of
    sources within the category and  are  uniquely  related  to  only
    those   sources;   therefore,   they   were   not   selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.  The pollutants are individually discussed below.
    
    1,2-trans-Dichloroethylene  was  detected  above  its  analytical
    quantification level in 1 of 8 samples and in 1 of 4 sources.
    
    Butyl  benzyl  phthalate  was  detected  above   its   analytical
    quantification level in 1 of 9 samples and in 1 of 6 sources.
    
    Dimethyl  phthalate was detected above its analytical quantifica-
    tion level in 1 of 9 samples and in 1 of 6 sources.
    
    Chrysene was detected above its analytical  quantification  level
    in 1 of 9 samples and in 1 of 6 sources.
    
    Acenaphthylene  was  detected above its analytical quantification
    level in 1 of 9 samples and in 1 of 6 sources.
    
    Anthracene and phenanthrene are  not  cleanly  separated  by  the
    analytical  protocol  employed  in  this  study;  thus,  they are
    reported together.  The sum of these pollutants was  reported  at
    values greater than their analytical quantification  level in 2 of
    9 samples and in 1 of 6 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion  level  in  4 of 8 samples; however, it was only found above
                                   639
    

    -------
    the level considered achievable  by  specific  treatment  methods
    (0.05 mg/1) in 3 of 8 samples and in 1  of 4 sources.
    
    Trichloroethylene  was  detected above its analytical quantifica-
    tion level in 1  of 8 samples and in 1  of 4 sources.
    
    Chlordane was detected above its analytical quantification  level
    in 1 of 7 samples and in 1  of 5 sources.
    
    4,4'-DDE  was  detected above its analytical quantification level
    in 1 of 7 samples and in 1  of 5 sources.
    
    Alpha-endosulfan was detected above its analytical quantification
    level in 1 of 7 samples and in 1 of 5 sources.
    
    Beta-endosulfan was detected above its analytical  quantification
    level in 1 of 7 samples and in 1 of 5 sources.
    
    Alpha-BHC  was detected above its analytical quantification level
    in 1 of 7 samples and in 1  of 5 sources.
    
    Beta-BHC was detected above its analytical  quantification  level
    in 1 of 7 samples and in 1  of 5 sources.
    
    Arsenic was detected above its analytical quantification level in
    3  of  8 samples; however,  it was only found above the level con-
    sidered achievable by specific treatment methods  (0.34 mg/1) in  2
    of 8 samples and in 2 of 7 sources.
    
    Pollutants Selected for Consideration in Establishing Regulations
    for the Drawing with Neat Oils Core  Waste  Streams.   The  toxic
    pollutants  identified  by  "RG"  in  Table  VI-2  are  those not
    eliminated from consideration  for  any  of  the  reasons   listed
    above;  therefore,  each  was    selected  for  consideration  in
    establishing  regulations  for  these  wastewater  streams.   The
    pollutants are individually discussed below.
    
    Acenaphthene  was  detected  above  its analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods   (0.010  mg/1) in 2 of 9 samples and in  2 of  6
    sources.
    
    Ethylbenzene was detected  above  its  analytical  quantification
    level in 5 of 8 samples and above the level considered achievable
    by  specific treatment methods  (0.050 mg/1) in 2  of 8 samples and
    in 2 of 4 sources.
    
    Fluoranthene was detected  above  its  analytical  quantification
    level  and  above  the  level   considered  achievable by specific
                                   640
    

    -------
    treatment methods (0.010 mg/1)  in 3 of 9 samples and in  2  of  6
    sources.
    
    Naphthalene  was  detected  above  its  analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods  (0.050  mg/1) in 2 of 9 samples and in 2 of 6
    sources.
    
    N-nitrosodiphenylamine  was   detected   above   its   analytical
    quantification level in 3 of 9 samples and in 2 of 6 sources.
    
    Phenol was detected above its analytical quantification level and
    above  the  level  considered  achievable  by  specific treatment
    methods (0.050 mg/1) in 3 of 10 samples and in 3 of 6 sources.
    
    Bis(2-ethylhexyl)  phthalate  was  found  above  its   analytical
    quantification   level  in 4 of 9 samples.  The maximum concentra-
    tion observed was 2.900 mg/1.
    
    Di-n-butyl phthalate was found above its  analytical  quantifica-
    tion level in 4 of 9 samples, ranging from 0.330 to 19.000 mg/1.
    
    Diethyl  phthalate  was found above its analytical quantification
    level in 4 of 9 samples.  Values ranged from 0.220 to 3.100 mg/1.
    
    Fluorene was detected above its analytical  quantification  level
    and  above  the  level considered achievable by specific treatment
    methods (0.010 mg/1) in 5 of 9 samples and in 4 of 6 sources.
    
    Pyrene was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.010 mg/1) in 4 of 9 samples and in 3 of 6 sources.
    
    Toluene was detected above its analytical quantification level  in
    5  of  8  samples  and  above  the level considered achievable  by
    specific treatment methods (0.050 mg/1) in 3 of 8 samples and   in
    2 of 4 sources.
    
    Endosulfan  sulfate was detected above its analytical quantifica-
    tion level in 2 of 7 samples and in 2 of 5 sources.
    
    Endrin was detected above its analytical quantification level   in
    2 of 7 samples and in 2 of 5 sources.
    
    Endrin  aldehyde was detected above its analytical quantification
    level in 2 of 7 samples and in 2 of 5 sources.
    
    The  seven  organic  toxic   pollutant   PCB's   (polychlorinated
    biphenyls)  are  not cleanly separated by the analytical protocol
    employed in this study; thus, they are reported  in  two  groups.
    
    
                                   641
    

    -------
    Each  of  the  two  PCS  groups  was  reported  present above its
    analytical quantification level in 3 of 7 samples and in 3  of  5
    sources.
    
    Chromium  was  detected above its analytical quantification level
    in 1 of 8 samples and above the level  considered  achievable  by
    specific treatment methods (0.08 mg/1)  in 1  of 8 samples and in 1
    of 7 sources.
    
    Copper  was detected above its analytical quantification level in
    3 of 8 samples and  above  the  level  considered  achievable  by
    specific treatment methods (0.39 mg/1)  in 1  of 8 samples and in 1
    of 7 sources.
    
    Lead  was detected above its analytical quantification level in 3
    of 8 samples and above the level considered achievable by  speci-
    fic treatment methods (0.07 mg/1) in 3 of 8 samples and in 2 of 7
    sources.
    
    Zinc  was detected above its analytical quantification level in 8
    of 8 samples and above the level considered achievable by  speci-
    fic treatment methods (0.23 mg/1) in 5 of 8 samples and in 5 of 7
    sources.
    
    Drawing With Emulsions or Soaps Core Waste Streams
    
    The  following  waste  streams will receive a pollutant discharge
    allocation in the core of the Drawing  With  Emulsions  or  Soaps
    Subcateogry:
    
         Drawing With Emulsions or Soaps Spent Lubricants
         Sawing Spent Lubricants
         Miscellaneous Non-Descript Wastewater Sources
    
    Pollutant  data  from applicable miscellaneous wastewater sources
    (points AA-2, AA-3, AA-8,  and  AA-9)  were  considered  for  the
    miscellaneous  non-descript  wastewater  sources.   Drawing  with
    emulsions or soaps spent lubricants  were  only  sampled  at  one
    facility;  however,  the  volatile organics and toxic metals were
    not analyzed in that sample.  Toxic metals and cyanide character-
    istics of the sawing spent lubricants waste  stream  were  deter-
    mined from samples of this stream.  Where necessary due to a lack
    of  data,  toxic  pollutant  characteristics  of the sawing spent
    emulsions and drawing spent emulsions or soaps waste streams were
    determined from the rolling spent emulsions  waste  stream.   All
    three  of  these  processes require a lubricant to prevent excess
    wear on the metal against metal surfaces and to  aid  by  cooling
    the  surfaces.   Since  the properties of the lubricants required
    are similar between these three processes, the  formulations  for
                                   642
    

    -------
    each  ought  to be similar; therefore, the characteristics of one
    are transferable to another.
    
    Pollutants Never Detected.  The toxic  pollutants  identified  by
    "ND"  in  Table  VI-2 were not detected in any samples from these
    wastewater  streams;  therefore,   they  were  not  selected   for
    consideration  in  establishing  regulations for these wastewater
    streams .
    
    Pollutants Never  Found  Above  Their  Analytical  Quantification
    Level .    The  toxic  pollutants  identified by "NQ" in Table VI-2
    were never found above their analytical quantification  level  in
    any  samples  from these wastewater streams; therefore, they were
    not selected for consideration in  establishing  regulations  for
    these wastewater streams.
    
    Pollutants  Detected  Below  Levels Achievable b  Treatment.  The
    toxic pollutants identified by "NT"  in  Table  VI-2  were  found
    above   their   analytical   quantification   level   only  at  a
    concentration below the concentration  considered  achievable  by
    specific  available  treatment  methods; therefore, they were not
    selected for consideration in establishing regulations for  these
    wastewater  streams.   The  pollutants are individually discussed
    below.
    
    Acrolein was detected above its analytical  quantification  level
    in 2 of 8 samples/ however, it was not found above the level con-
    sidered achievable by specific treatment methods (0.100 mg/1 ) .
    
    Benzene was detected above its analytical quantification level in
    1   of  8  samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods (0.05 mg/1).
    
    Chlorobenzene was detected above  its  analytical  quantification
    level  in  1  of  8  samples; however, it was not found above the
    level considered achievable by specific treatment methods   (0.025
    mg/1 ) .
    
    2, 4 , 6-Trichlorophenol was detected above its analytical quantifi-
    cation  level in 1 of 10 samples; however, it was not found above
    the level considered achievable  by  specific  treatment  methods
    (0.025 mg/1) .
    
    Chloroform was detected above its analytical quantification level
    in 2 of 8 samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods (0.1 mg/1}.
    
    Methylene  chloride was found above its analytical quantification
    level in 5 of 8 samples, with values ranging from 0.360 to  1.300
    mg/1.   This  pollutant is not attributable to specific materials
    
    
                                   643
    

    -------
    or processes associated with continuous casting; however, it is a
    common solvent  used  in  analytical  laboratories,,  and  is  not
    expected to be present in raw wastewaters at concentrations above
    the  level  considered achievable by specific available treatment
    methods ( 0. 100 mg/1 ) .
    
    Antimony was detected above its analytical  quantification  level
    in  4  of  18  samples; however, it was not found above the level
    considered achievable by specific treatment methods; (0.47 mg/1).
    
    Mercury was detected above its analytical quantification level  in
    4 of 1 8 samples; however, it was only found above the level  con-
    sidered achievable by specific treatment methods (0.036 mg/1).
    
    Pollutants  Detected  i_n  a  Small  Number of_ Sources.  The toxic
    pollutants identified by "SU" in  Table  VI-2  were  found  above
    their  analytical  quantification level at only a small number  of
    sources within the category and  are  uniquely  related  to  only
    those   sources;   therefore,   they   were   not   selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.  The pollutants are individually discussed below.
    
    p-Chloro-m-cresol  was  detected above its analytical quantifica-
    tion level in 1 of 1 1  samples and in 1 of 7 sources.
    
    2-Chlorophenol was detected above its  analytical  quantification
    level in 1 of 1 1 samples and in 1 of 7 sources.
    
    1 , 2-trans-Dichloroethylene  was  detected  above   its  analytical
    quantification level in  1 of 8 samples and in 1 of 4 sources.
    
    2, 4-Dinitrotoluene was detected above its analytical  quantifica-
    tion level in 1 of 10 samples and in 1 of 7 sources.
    
    1 , 2-Diphenylhydrazine  was  detected above its analytical quanti-
    fication level in  1 of 10 samples and in  1 of 7 sources.
    
    Isosphorone was  detected  above  its  analytical  quantification
    level in 1 of 10 samples and in 1 of 7 sources.
    
    Butyl  benzyl phthalate  was detected above its analytical quanti-
    fication level in  1 of 10 samples and in  1 of 7 sources.
    
    Di-n-octyl phthalate was detected above  its analytical   quantifi-
    cation level  in  1  of 10  samples and in 1  of 7 sources.
              phthalate was detected above  its  analytical quantifica-
    tion  level  in  1 of 1 0 samples and  in  1  of 7  sources.
                                    644
    

    -------
    Chrysene was detected above its analytical  quantification  level
    in 1  of 10 samples and in 1  of 7 sources.
    
    Acenaphthylene  was  detected above its analytical quantification
    level in 1 of 10 samples and in 1  of 7 sources.
    
    Anthracene and phenanthrene are not cleanly separated by the ana-
    lytical protocol employed in this study; thus, they are  reported
    together.    The  sum  of  these pollutants was reported at values
    greater than their analytical quantification level  in  2  of  10
    samples and in 1 of 7 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion  level  in  4 of 8 samples; however, it was only found above
    the level  considered achievable  by  specific  treatment  methods
    (0.05 mg/1) in 3 of 8 samples and in 1 of 4 sources.
    
    Trichloroethylene  was  detected above its analytical quantifica-
    tion level in 1 of 8 samples and in 1  of 4 sources.
    
    Chlordane was detected above its analytical quantification  level
    in 1  of 8  samples and in 1  of 6 sources.
    
    4,4'-DDE  was  detected above its analytical quantification level
    in 1  of 8  samples and in 1  of 6 sources.
    
    Alpha-endosulfan was detected above its analytical quantification
    level in 1 of 8 samples and in 1 of 6 sources.
    
    Beta-endosulfan was detected above its analytical  quantification
    level in 1 of 8 samples and in 1 of 6 sources.
    
    Alpha-BHC  was detected above its analytical quantification level
    in 1  of 8  samples and in 1  of 6 sources.
    
    Beta-BHC was detected above its analytical  quantification  level
    in 1  of 8  samples and in 1  of 6 sources.
    
    Arsenic was detected above its analytical quantification level in
    8  of  18   samples;  however,  it  was only found above the level
    considered achievable by specific treatment methods  (0.34  mg/1)
    in 2 of 18 samples and in 2 of 13 sources.
    
    Cadmium was detected above its analytical quantification level in
    8  of  18  samples;  however,  it  was only found above the level
    considered achievable by specific treatment methods (0.049  mg/1)
    in 3 of 18 samples and in 3 of 13 sources.
    
    Nickel  was detected above its analytical quantification level in
    9 of 18 samples; however, it was only found above the level  con-
    
    
                                   645
    

    -------
    sidered achievable by specific treatment methods (0.22 mg/1)  in 3
    of 18 samples and in 2 of 13 sources.
    
    Pollutants Selected for Consideration i_n Establishing Regulations
    for  the Drawing With Emulsions or_ Soaps Core Waste Streams.   The
    toxic pollutants identified by "RG" in Table VI-2 are  those  not
    eliminated  from  consideration  for  any  of  the? reasons listed
    above;  therefore,  each  was  selected  for   consideration   in
    establishing  regulations  for  these  wastewater  streams.   The
    pollutants are individually discussed below.
    
    Acenaphthene was detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.010 mg/1) in 2 of 10 samples and in 2  of  7
    sources.
    
    Ethylbenzene  was  detected  above  its analytical quantification
    level in 5 of 8 samples and above the level considered achievable
    by specific treatment methods (0.050 mg/1) in 2 of 8 samples  and
    in 2 of 4 sources.
    
    Fluoranthene  was  detected  above  its analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods  (0.010 mg/1) in 3 of 10 samples and in 2 of 7
    sources.
    
    Naphthalene was  detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.050 mg/1) in 2 of 10 samples and in 2  of  7
    sources.
    
    N-nitrosodiphenylamine   was   detected   above   its  analytical
    quantification level in 3 of  10 samples and in 2 of 7 sources.
    
    Phenol was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods  (0.050 mg/1) in 3 of  11 samples and in 3 of 7 sources.
    
    Bis(2-ethylhexyl)   phthalate  was  found  above  its  analytical
    quantification level in 5 of  10 samples.  The maximum  concentra-
    tion observed was 2.900 mg/1.
    
    Di-n-butyl  phthalate  was found above its analytical quantifica-
    tion  level in 5 of 10 samples, ranging from 0.034 to  19.000 mg/1.
    
    Diethyl phthalate was found above  its  analytical  quantification
    level   in  4  of  10  samples.  Values ranged from 0.220 to 3.100
    mg/1.
                                    646
    

    -------
    Fluorene was detected above its analytical  quantification  level
    and  above  the level considered achievable by specific treatment
    methods (0.010 mg/1)  in 5 of 10 samples and in 4 of 7 sources.
    
    Pyrene was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.010 mg/1)  in 4 of 10 samples and in 3 of 7 sources.
    
    Toluene was detected above its analytical quantification level in
    5  of  8  samples  and  above  the level considered achievable by
    specific treatment methods (0.050 mg/1) in 3 of 8 samples and  in
    2 of 4 sources.
    
    Endosulfan  sulfate was detected above its analytical quantifica-
    tion level in 2 of 8 samples and in 2 of 6 sources.
    
    Endrin was detected above its analytical quantification level  in
    2 of 8 samples and in 2 of 6 sources.
    
    Endrin  aldehyde was detected above its analytical quantification
    level in 2 of 8 samples and in 2 of 6 sources.
    
    The  seven  organic  toxic   pollutant   PCB's   (polychlorinated
    biphenyls)  are  not cleanly separated by the analytical protocol
    employed in this study; thus, they are reported  in  two  groups.
    Each  of  the  two PCB groups was reported present above its ana-
    lytical quantification level in 3 of 8 samples  and  in  3  of  6
    sources.
    
    Chromium  was  detected above its analytical quantification level
    in 10 of 18 samples and above the level considered achievable  by
    specific  treatment methods (0.07 mg/1) in 5 of 18 samples and in
    5 of 13 sources.
    
    Copper was detected above its analytical quantification level  in
    12  of  18  samples  and above the level considered achievable by
    specific treatment methods (0.39 mg/1) in 7 of 18 samples and  in
    6 of 13 sources.
    
    Cyanide was detected above its analytical quantification level in
    8  of  18  samples  and  above the level considered achievable by
    specific treatment methods (0.047 mg/1) in 6 of 18 samples and in
    3 of 13 sources.
    
    Lead was detected above its analytical quantification level in 11
    of 18 samples  and  above  the  level  considered  achievable  by
    specific  treatment methods (0.08 mg/1) in 9 of 18 samples and in
    6 of 13 sources.
                                   647
    

    -------
    Zinc was detected above its analytical quantification level in 17
    of 18 samples and above the level considered achievable  by  spe-
    cific treatment methods (0.23 mg/1)  in 12 of 18 samples and in 10
    of 13 sources.
    
    POLLUTANT SELECTION FOR ANCILLARY WASTE STREAMS
    
    The pollutant selection procedure was performed for the following
    ancillary  operations to select those toxic pollutants that would
    be considered for establishing regulations for  these  wastewater
    streams:
    
         Direct Chill Casting Contact Cooling Water
         Continuous Rod Casting Contact Cooling Water
         Continuous Sheet Casting Spent Lubricants
         Continuous Rod Casting Spent Lubricants
         Forging Scrubber Liquor
         Solution and Press Heat Treatment Contact Cooling Water
         Cleaning or Etching Bath
         Cleaning or Etching Rinse
         Cleaning or Etching Scrubber Liquor
         Degassing Scrubber Liquor
         Extrusion Press Hydraulic Fluid Leakage
    
    Direct Chill Casting Contact Cooling Water
    
    Continuous Rod Casting Contact Cooling Water
    
    The  Agency  did  not  sample  the continuous rod casting contact
    cooling water waste stream.  The characteristics  of  this  waste
    stream  are determined to be the same as the direct chill casting
    contact cooling water.  Both casting processes use water to  cool
    the  aluminum  as  it  is  cast, and since the alumium that water
    contacts is essentially the same in both processes,  the  charac-
    teristics of one are transferable to the other.
    
    Pollutants  Never  Detected.   The toxic pollutants identified by
    "ND" in Table VI-3 were not detected in any  samples  from  these
    wastewater   streams;  therefore,  they  were  not  selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.
    
    Pollutants  Never  Found  Above  Their  Analytical Quantification
    Level.  The toxic pollutants identified by   "NQ"  in  Table  VI-3
    were  never  found above their analytical quantification level in
    any samples from these wastewater streams; therefore,  they  were
    not  selected  for  consideration in establishing regulations for
    these wastewater streams.
                                   648
    

    -------
    Pollutants Detected Below Levels Achievable  by  Treatment.   The
    toxic  pollutants  identified  by  "NT"  in Table VI-3 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below  the  concentration considered achievable by
    specific available treatment methods; therefore,  they  were  not
    selected  for consideration in establishing regulations for these
    wastewater streams.  The pollutants  are  individually  discussed
    below.
    
    Benzene  was  detected  above its analytical quantification level
    once in 23 samples.  In addition, the single quantified value  of
    0.013  mg/1  is below the level considered achievable by specific
    available treatment of 0.05 mg/1.
    
    2-Chlorophenol was present above  its  analytical  quantification
    level  in only 1  of 20 samples.  In addition, the single reported
    value of 0.012 mg/1 is well below the level  of  0.05  mg/1  con-
    sidered achievable by specific available treatment.
    
    Methylene  chloride was found above its analytical quantification
    level in 13 of 23 samples, with values ranging from 0.04 to  0.47
    mg/1.   This  pollutant is not attributable to specific materials
    or processes associated with direct chill casting  or  continuous
    rod  casting  contact cooling water; however, it is a common sol-
    vent used in analytical laboratories, and is not expected  to  be
    present  in  raw  wastewaters  at  concentrations above the level
    considered achievable by  specific  available  treatment  methods
    (0.100 mg/1).
    
    Cadmium  was reported present above its analytical quantification
    level in 6 of 20 samples.  The maximum observed value  was  0.020
    mg/1.   The  level  of  cadmium considered achievable by specific
    available treatment methods is 0.049 mg/1.
    
    Copper was reported present in 17 of 20 samples at concentrations
    greater than its analytical quantification  level.   The  maximum
    concentration  of  copper observed was 0.030 mg/1, while the con-
    centration considered achievable by specific available  treatment
    methods 0.39 mg/1.
    
    Mercury was detected above its analytical quantification level in
    14  of 20 samples, ranging from 0.0004 to 0.020 mg/1.  All values
    are below the level considered achievable by  specific  available
    treatment of 0.036 mg/1.
    
    Nickel  was  reported present above its analytical quantification
    level in just 2 of 20 samples.  The maximum measured value, 0.020
    mg/1, is less than the level considered  achievable  by  specific
    available treatment methods (0.22 mg/1).
                                   649
    

    -------
    Pollutants Detected in a_ Small  Number  of  Sources.    Trie  toxic
    pollutants  identified  by  "SU"  in  Table VI-3 wete tound above
    theit analytical quantification level at only a small  number  o£
    sources  within  the  category  and  ate uniquely related to only
    those  souLces;   therefore,   they   were   not   selected   tot
    consideration  in  establishing  regulations for these wastewater
    streams.  The pollutants ate individually discussed below.
    
    Acenaphthene was repotted present above its analytical  quantifi-
    cation  level  in  2  of 20 samples and in 2 of 12 soutces.  Both
    soutces containing measurable amounts of acenaphthene were at the
    same plant.
    
    Chloroform was found above its analytical quantification level in
    11 of 23 samples, with values tanging from 0.012  to  0.15  rng/1.
    Only  one  of  the  reported values is above the level considered
    achievable by specific available treatment of 0.1 my/1.
    
    Isophorone was reported above its analytical quantification level
    in 2 of 20 samples and in 1 of 12 sources.
    
    2,4-Uinitrophenol was reported at a concenttation above its  ana-
    lytical  quantification level in only 1 of 2U samples and in 1 of
    12 soutces.  The observed  concentration  was  0.042  my/1.   The
    level  considered  achievable  Dy  specific  available  treatment
    methods is 0.025 mg/1.
    
    4,6-Uinitro-o-cresol was reported at a  concentration  above  its
    analytical  quantification level in only 1 of 20 samples and 1 of
    12 soutces.  The observed  concentration  was  0.042  m^/1.   The
    level  considered  achievable  by  specific  available  treatment
    methods is 0.025 mg/1.
    
    N-nitrosodiphenylamine was reported at concentrations  above  its
    analytical  quantification level in only 2 of 20 samples and in 1
    of 12 sources.  The values observed were 0.044 and 0.057 mg/1.
    
    Phenol was reported at a concentration above its analytical quan-
    tification level in 3 of 20 samples.  However, it was tound above
    the concentration achievable through treatment in only one sample
    at 1 out of 12 sources.
    
    butyl benzyl phthalate was repotted at a concentration above  its
    analytical quantification level in 5 of 20 samples and in 3 of 12
    soutces.  However, it was found in only 2 of y plants.
    
    Di-n-octyl  phthalate  was  reported at a concentration above its
    analytical quantification level in 2 of 20 samples  at  2  of  12
    sources and 1 of 9 plants.
                                   650
    

    -------
    Diethyl  phthalate was repotted at a concentration above its ana-
    lytical quantification level in 3 of 20 samples.  However, it was
    only found in 2 of 9 plants.
    
    Dimethyl phthalate was reported at a concentration  yreater  than
    its  analytical  quantification level in only 1 of 2U samples and
    in 1 of 12 sources.  The observed concentration was 0.05J my/1.
    
    Acenapnthylene was tepotted at a concentration yreater  than  its
    analytical quantification level in 1 of 20 samples and in 1 of 12
    sources.  The observed concentration was 0.012 my/1.
    
    Anthracene and phenanthtene ate not cleanly separated by the ana-
    lytical  protocol employed in this study; thus, they ate tepotted
    toyether.  The sum of these pollutants  was  tepotted  at  values
    yreatet  than  theit analytical quantification level in just 2 of
    20 samples and in 1 of 12 sources.
    
    t'luotene was tepotted ptesent aoove its analytical quantification
    level in 2 of 20 samples and in 1 of 12 sources.
    
    Chlordane was reported present above its  analtyical  quantifica-
    tion  level  in  2  of  16  samples and in 2 of 12 sources.  Both
    tepotted concenttations of chlotdane came  from  sources  at  one
    plant, and were above the level considered achievable by specrtic
    available treatment methods.
    
    Tne   seven   oryanic   toxic  pollutant  PCB's  (polychlorinated
    biphenyls) ate not cleanly separated by the  analytical  protocol
    employed  in  this  study;  thus they ate reported in two yroups.
    Each of the two PCB yroups was tepotted ptesent  above  its  ana-
    lytical  quant ificaiton  level  in 2 of 16 samples and in 2 ot 12
    soutces.  The tepotted values all were for sources at one plant.
    
    Chromium was reported present above its analytical  concentration
    level  in 6 of 20 samples an in 4 of 12 sources.  Unly one sample
    contained chromium  at  a  level  yreatet  than  that  consideted
    achievable by specific available tteatraent methods (0.07 my/1).
    
    Lead was found above its analytical quantification level in Ib of
    20 samples.  Values tanyed from 0.002 to 0.100 my/1.  Four of the
    values  at  2  ot  12  soutces  were  above  the level considered
    achievable by  specific  tteatment  (0.08  my/1);   nowevet,  both
    soutces wete at the same plant.
    
    Pollutants Selected for Consideration in Establishing Regulations
    fpr  the  Direct Chi11 Castiny and Continuous Rod  Castiny Contact
    Cool iny Vvater Waste Streams.  Tne toxic pollutants identified  by
    "RG"  in  Table  VI-3 ate those not eliminated from consideration
    for any of the reasons listed above; therefore, each was selected
                                   651
    

    -------
    for  consideration  in   estaolishing   regulations   for   these
    wastewater  streams.   The  pollutants ate individually discussed
    below.
    
    Bis(2-ethylhexy1)  phthalate was found above its analytical  quan-
    tification  level  in 9 of 20 samples.  All 9 values were greater
    than the concentrations considered achievable by specific  avail-
    able  treatment  methods.   The maximum concentration reported is
    0.280 ing/1.
    
    Di-n-butyl phthalate was reported at a  concentration  above  its
    analytical quantification level in 8 of 20 samples.
    
    Zinc was found above its analytical quantification level in 14 of
    20  samples.   Values  ranged  fiom 0.1 to 1.0 mg/1.  Five of the
    sample values were  above  the  level  considered  achievable  by
    specific treatment of 0.23 my/1.
    
    Continuous Sheet Casting Spent Lubr icants
    
    Continuous Rod Casting Spent Lubr icants
    
    The  Agency did not sample the continuous rod casting or continu-
    ous sheet casting spent lubricant.  The characteristics of  these
    wastes  are  determined to oe the same as the rolling spent emul-
    sion.  Rolling and continuous casting of rod or sheet, require  a,
    lubricant  to prevent excess wear on the metal against metal sur-
    faces and to aid by cooling the surfaces.  Since  the  properties
    of  the  lubricants required are similar between these processes,
    the formulations for each ought  to  be  similar,,  therefore  the
    characteristics of one are transferable to another.
    
    Pollutants  Never   Detected.   The toxic pollutants identified by
    "ND" in Table VI-3 were not detected in any  samples  from  these
    wastewater   streams;  therefore,  they  were  not  selected  tor
    consideration in establishing regulations  for  these  wastewater
    streams.
    
    Pollutants  Never   Found  Above  Their  Analytical! Quantification
    Level.   The toxic pollutants identified by  "NQ"  in  Table  VI-3
    were  never  found above tneir analytical quantification level in
    any samples from these wastewater streams; therefore,  they  were
    not  selected  for  consideration in establishing regulations for
    these wastewater streams.
    
    Pollutants Detected Below Levels Achievable  by  Treatment.   The
    toxic  pollutants  identified  by  "NT"  in Table VI-3 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below  the  concentration considered achievable oy
    specific available treatment methods; therefore,  they  were  not
                                   652
    

    -------
    selected  for. consideration in establishing tabulations fot these
    wastewater streams.  The pollutants  are  individually  discussed
    below.
    
    Actolein  was  detected above its analytical quantification level
    in 2 of 8 samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods (U.lUU my/1).
    
    Benzene was detected above its analytical quantification level in
    1 of 8 samples; however, it was not found above  the  level  con-
    sidered achievable by specific treatment methods (0.05 my/1).
    
    Chlorobenzene  was  detected  above its analytical quantification
    level in 1 of 8 samples; however, it  was  not  tound  above  the
    level  considered achievable by specific treatment methods (0.025
    mg/1).
    
    2,4,6-Trichlorophenol was detected aoove its analytical quantifi-
    cation level in 1 of 9 samples; however, it was not  found  above
    the  level  considered  achievable  by specific treatment methods
    (0.025 my/1).
    
    Chloroform was detected above its analytical quantification level
    in 2 of 8 samples; however, it was not found above the level con-
    sidered achievable by specific treatment methods (U.I my/1).
    
    Methylene chloride was found above its analytical  quantification
    level  in b of 8 samples, with values ranyiny from 0.360 to 1.300
    my/1.  This pollutant is not attributable to  specific  materials
    or processes associated with continuous casting; however, it is a
    common  solvent  used  in  analytical  laboratories,  and  is not
    expected to oe present in raw wastewaters at concentrations above
    the level considered achievable by specific  available  treatment
    methods (0.100 my/1).
    
    Arsenic was detected above its analytical quantification level in
    5  of  10 samples; however, it was not found above the level con-
    sidered achievable ny specific treatment methods (0.34 my/1).
    
    Mercury was detected above its analytical quantification level in
    3 of 10 samples; however, it was not found above the  level  con-
    sidered achievable by specific treatment methods (0.036 iny/1).
    
    Pollutants  Detected  in  a_  Small  Number of Sources.  The toxic
    pollutants identified by "SLJ" in  Taole  Vl-3  were  found  above
                               653
    

    -------
    their  analytical  quantification level at only a small number of
    sources within the category and  are  uniquely  related  to  only
    those   sources;   therefore,   they   were   not   selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.  The pollutants are individually discussed below.
    
    1,2-trans-Dichloroethylene  was  detected  above  its  analytical
    quantification level in 1  of 8 samples and in 1 of 4 sources.
    
    Butyl  benzyl  phthalate  was  detected  above   its   analytical
    quantification level in 1  of 9 samples and in 1 of 6 sources.
    
    Dimethyl  phthalate was detected above its analytical quantifica-
    tion level in 1 of 9 samples and in 1  of 6 sources.
    
    Chrysene was detected above its analytical  quantification   level
    in 1 of 9 samples and in 1 of 6 sources.
    
    Acenaphthylene  was  detected above its analytical quantification
    level in 1 of 9 samples and in 1 of 6 sources.
    
    Anthracene and phenanthrene are not cleanly separated by the ana-
    lytical protocol employed in this study; thus, they are  reported
    together.   The  sum  of  these pollutants was reported at values
    greater than their analytical quantification  level  in  2   of  9
    samples and in 1 of 6 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion  level  in  4 of 8 samples; however, it was only found  above
    the level considered achievable  by  specific  treatment  methods
    (0.05 mg/1) in 3 of 8 samples and in 1 of 4 sources.
    
    Trichloroethylene  was  detected above its analytical quantifica-
    tion level in  1 of 8 samples and in 1 of 4 sources.
    
    Chlordane was detected above its analytical quantification   level
    in 1 of 7 samples and in  1 of 5 sources.
    
    4,4'-DDE  was  detected above its analytical quantification  level
    in 1 of 7 samples and in  1 of 5 sources.
    
    Alpha-endosulfan was detected above its analytical quantification
    level in  1 of  7 samples and  in  1 of 5 sources.
    
    Beta-endosulfan was detected above its analytical  quantification
    level in  1 of  7 samples and  in  1 of 5 sources.
    
    Alpha-BHC  was detected above its analytical quantification  level
    in 1 of 7 samples and in  1 of 5 sources.
                                    654
    

    -------
    Beta-BHC was detected above its analytical  quantification  level
    in 1  of 7 samples and in 1  of 5 sources.
    
    Cadmium was detected above its analytical quantification level in
    6  of 10 samples; however,  it was only found above the level con-
    sidered achievable by specific treatment methods (0.049 mg/1)  in
    3  of  10  samples  and  in  3  of 6 sources.  These sources were
    located at two different plants.
    
    Nickel was detected above its analytical quantification level  in
    7  of 10 samples; however,  it was only found above the level con-
    sidered achievable by specific treatment methods (0.22 mg/1) in 2
    of 10 samples and in 2 of 6 sources.
    
    Pollutants Selected for Consideration iji Establishing Regulations
    for the Continuous Sheet Casting and Continuous Rod Casting Spent
    Lubricants Waste Streams.  The  toxic  pollutants  identified  by
    "RG"   in  Table  VI-3 are those not eliminated from consideration
    for any of the reasons listed above; therefore, each was selected
    for  consideration  in   establishing   regulations   for   these
    wastewater  streams.   The  pollutants are individually discussed
    below.
    
    Acenaphthene was detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.010 mg/1) in 2 of 9 samples and in  2  of  6
    sources.
    
    Ethylbenzene  was  detected  above  its analytical quantification
    level in 5 of 8 samples and above the level considered achievable
    by specific treatment methods (0.050 mg/1) in 2 of 8 samples  and
    in 2  of 4 sources.
    
    Fluoranthene  was  detected  above  its analytical quantification
    level and above  the  level  considered  achievable  by  specific
    treatment  methods  (0.010  mg/1) in 3 of 9 samples and in 2 of 6
    sources.
    
    Naphthalene was  detected  above  its  analytical  quantification
    level  and  above  the  level  considered  achievable by specific
    treatment methods (0.050 mg/1) in 2 of 9 samples and in  2  of  6
    sources.
    
    N-nitrosodiphenylamine   was   detected   above   its  analytical
    quantification level in 3 of 9 samples and in 2 of 6 sources.
    
    Phenol was detected above its analytical quantification level and
    above the  level  considered  achievable  by  specific  treatment
    methods (0.050 mg/1) in 3 of 10 samples and in 3 of 6 sources.
                                   655
    

    -------
    Bis(2-ethylhexyl)    phthalate  was  found  above  its  analytical
    quantification level in 4 of 9 samples.  The  maximum  concentra-
    tion observed was 2.900 mg/1.
    
    Di-n-butyl  phthalate  was found above its analytical quantifica-
    tion level in 4 of 9 samples,  ranging from 0.330 to 19.000 mg/1.
    
    Diethyl phthalate was found above its  analytical  quantification
    level in 4 of 9 samples.  Values ranged from 0.220 to 3.100 mg/1.
    
    Fluorene  was  detected above its analytical quantification level
    and above the level considered achievable by  specific  treatment
    methods (0.010 mg/1) in 5 of 9 samples and in 4 of 6 sources.
    
    Pyrene was detected above its analytical quantification level and
    above  the  level  considered  achievable  by  specific treatment
    methods (0.010 mg/1) in 4 of 9 samples and in 3 of 6 sources.
    
    Toluene was detected above its analytical quantification level  in
    5 of 8 samples and  above  the  level  considered  achievable   by
    specific  treatment methods (0.050 mg/1) in 3 of 8 samples and  in
    2 of 4 sources.
    
    Endosulfan sulfate was detected above  its analytical  quantifica-
    tion level in 2 of 7 samples and in 2 of 5 sources.
    
    Endrin  was detected above its analytical quantification level  in
    2 of 7 samples and in 2 of 5 sources.
    
    Endrin aldehyde was detected above its analytical  quantification
    level in 2 of 7 samples and in 2 of 5  sources.
    
    The   seven   organic   toxic  pollutant  PCB's   (polychlorinated
    biphenyls) are not cleanly separated by the  analytical  protocol
    employed  in  this  study/ thus, they  are reported in two groups.
    Each of the two PCB groups was reported present  above  its  ana-
    lytical  quantification   level  in  3  of 7 samples and in 3 of 5
    sources.
    
    Chromium was detected above its analytical  quantification   level
    in   9  of 10 samples and  above the level considered achievable  by
    specific treatment methods  (0.07 mg/1) in 4 of  10 samples and   in
    4 of 6 sources.
    
    Copper  was detected above  its analytical quantification level  in
    9 of 10 samples and above the level considered  achievable by spe-
    cific treatment methods  (0.39 mg/1) in 6 of 10  samples and   in   5
    of  6 sources.
                                    656
    

    -------
    Cyanide was detected above its analytical quantification level in
    8 of 10 samples and above the level considered achievable by spe-
    cific  treatment methods (0.047 mg/1)  in 6 of 10 samples and in 3
    of 6 sources.
    
    Lead was detected above its analytical quantification level in  8
    of  10   samples and above the level considered achievable by spe-
    cific treatment methods (0.08 mg/1) in 6 of 10 samples and  in  4
    of 6 sources.
    
    Zinc  was detected above its analytical quantification level in 9
    of 10 samples and above the level considered achievable  by  spe-
    cific  treatment  methods (0.23 mg/1)  in 7 of 10 samples and in 5
    of 6 sources.
    
    Forging Scrubber Liquor
    
    Pollutants Never Detected.  The toxic  pollutants  identified  by
    "ND"  in  Table  VI-3  were not detected in any samples from this
    wastewater  stream;  therefore,  they  were  not   selected   for
    consideration  in  establishing  regulations  for this wastewater
    stream.
    
    Pollutants Never  Found  Above  Their  Analytical  Quantification
    Level.    The  toxic  pollutants  identified by "NQ" in Table VI-3
    were never found above their analytical quantification  level  in
    any samples from this wastewater stream; therefore, they were not
    selected  for  consideration in establishing regulations for this
    wastewater stream.
    
    Pollutants Detected Below Levels Achievable  by_  Treatment.   The
    toxic  pollutants  identified  by  "NT"  in Table VI-3 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below  the  concentration considered achievable by
    specific available treatment methods;  therefore,  they  were  not
    selected  for  consideration in establishing regulations for this
    wastewater stream.  The  pollutants  are  individually  discussed
    below.
    
    The  presence  of methylene chloride in this wastewater sample at
    the high level observed (0.95 mg/1) is assumed to be due to  sam-
    ple  contamination,  since methylene chloride is used by the ana-
    lytical laboratory to extract the non-volatile organics from  the
    sample,  and  is not expected to be present in raw wastewaters at
    concentrations above the level considered achievable by  specific
    available treatment methods (0.100 mg/1).
    
    Copper  was  measured at a concentration of 0.010 mg/1 in the one
    sample collected,  This value is only slightly greater  than  the
    values  for its analytical quantification level (0.009 mg/1), and
    
    
                                   657
    

    -------
    less than the level considered achievable by available  treatment
    methods (0.39 mg/1).
    
    Mercury was reported at 0.0005 mg/1 in the only sample collected;
    the  level  considered achievable by specific available treatment
    is 0.036 mg/1.
    
    Pollutants Selected for Consideration in Establishing Regulations
    for  the  Forging  Scrubber  Liquor  Waste  Stream.   The   toxic
    pollutants   identified  by"RG"  in  Table  VI-3  are  those  not
    eliminated from consideration  for  any  of  the  reasons  listed
    above;   therefore,   each  was  selected  for  consideration  in
    establishing  regulations  for  this  wastewater   stream.    The
    pollutants are individually discussed below.
    
    Fluoranthene  was  found  at a concentration of 0.018 mg/1 in the
    waste stream sample.   For fluoranthene,  this  exceeds  both  its
    analytical quantification level of 0.010 mg/1, and the level con-
    sidered achievable by specific available treatment methods, which
    is also 0.010 mg/1.
    
    N-nitrosodiphenylamine  was  found  above the levels for both its
    proposed water quality criterion and its  analytical  quantifica-
    tion level as well as the level considered attainable by specific
    available  treatment  methods.  The observed pollutant concentra-
    tion was 0.017 mg/1.
    
    Bis(2-ethylhexyl) phthalate was present  at  a  concentration  of
    0.075 mg/1 in the one sample collected.  This is greater than the
    level attainable by specific treatment methods (0.01 mg/1).
    
    Benzo(a)anthracene was found present in the sample at 0.019 mg/1.
    This  exceeds  both  its analytical quantification level, and the
    level  considered  achievable  by  specific  available  treatment
    methods.
    
    Chrysene was detected at a level of 0.019 mg/1 in the only sample
    collected  from this waste stream.  The analytical quantification
    level for chrysene  is  0.010  mg/1,  and  the  level  considered
    achievable  by  specific  available treatment is 0.010 mg/1.  The
    concentration of chrysene exceeds this level.
    
    The combined concentration of anthracene and phenanthrene  in this
    waste stream was found to be 0.028 mg/1.  This exceeds  the  ana-
    lytical  quantification  level  and  treatability  level,  both of
    which are 0.010 mg/1.
    
    Pyrene was found at a concentration of 0.021 mg/1  in  the  waste
    stream sample, which is above the analytical quantification level
                                    658
    

    -------
    of  0.010  mg/1 for pyrene.  This concentration is also above the
    treatability level (0.010 mg/1).
    
    Lead was present in the sample at a concentration of  2.00  mg/1.
    This  exceeds  the  analytical quantification level and the level
    considered achievable by available treatment methods (0.020  mg/1
    and 0.08 mg/1,  respectively) for lead.
    
    Zinc  was  found  in  the sample at a concentration of 0.300 mg/1
    which exceeds the concentration considered achievable  by  avail-
    able treatment technologies (0.23 mg/1).
    
    Solution and Press Heat Treatment Contact Cool ing Water
    
    Solution  and  press heat treatment contact cooling water samples
    for all operations are combined  for  the  purpose  of  selecting
    pollutants for consideration for regulation.
    
    Pollutants  Never  Detected.   The toxic pollutants identified by
    "ND" in Table VI-3 were not detected in any  samples  from  these
    wastewater   streams;  therefore,  they  were  not  selected  for
    consideration in establishing regulations  for  these  wastewater
    streams.
    
    Pollutants  Never  Found  Above  Their  Analytical Quantification
    Level.   The toxic pollutants identified by  "NQ"  in  Table  VI-3
    were  never  found above their analytical quantification level in
    any samples from this wastewater stream; therefore, they were not
    selected for consideration in establishing regulations for  these
    wastewater streams.
    
    Pollutants  Detected  Below  Levels Achievable by_ Treatment.  The
    toxic pollutants identified by "NT"  in  Table  VI-3  were  found
    above   their   analytical   quantification   level   only  at  a
    concentration below the concentration  considered  achievable  by
    specific  available  treatment  methods; therefore, they were not
    selected for consideration in establishing regulations  for  this
    wastewater  stream.   The  pollutants  are individually discussed
    below.
    
    Methylene chloride was found in  concentrations  above  both  its
    analytical  quantification level and its treatability level in 16
    of 34  samples  taken.   However,  since  methylene  chloride  is
    normally  used  in the laboratory to extract nonvolatile organics
    from the sample, and there is no process or material in the waste
    stream to which the pollutant may be attributed, the  sample  was
    assumed  to  have  been  contaminated.  Methylene chloride is not
    expected to be present in raw wastewaters at concentrations above
    the level considered achievable by specific  available  treatment
    methods.
                                   659
    

    -------
    Bis(2-ethylhexyl)    phthalate  was  found  above  its  analytical
    quantification level in 9 of 30 samples.  This pollutant  is  not
    attributable  to  specific materials or processes associated with
    heat treatment press or solution contact cooling operations,  and
    is  not  expected  to be present in raw wastewaters at concentra-
    tions above the level considered achievable by specific available
    treatment methods (0.010 mg/1).
    
    Arsenic was detected above its analytical quantification level in
    16 of 43 samples;  however, it was not found above the level  con-
    sidered achievable by specific treatment methods (0.34 mg/1).
    Cadmium was detected above its
    14  of 42 samples; however, it
    sidered achievable by specific
             analytical  quantification level in
             was not  found above the level con-
             treatment methods (0.049 mg/1).
    Copper was detected above its analytical quantification level  in
    38  of 42 samples; however,  it was not found above the level con-
    sidered achievable by specific treatment methods  (0.39 mg/1).
    
    Mercury was detected above its analytical quantification level in
    16 of 42 samples; however, it was not found above the level  con-
    sidered achievable by specific treatment methods  (0.036 mg/1).
    
    Nickel  was detected above its analytical quantification level in
    18 of 42 samples; however, it was not found above the level  con-
    sidered achievable by specific treatment methods  (0.22 mg/1).
    Pollutants  Detected
    in
    by
     a  Small
    11SU"
    Number of
    	  	  	  _	Sources.  The toxic
    pollutants identified by "SU" in  Table  VI-3  were  found  above
    their  analytical  quantification level at only a small number of
    sources within the category and  are  uniquely  related  to  only
    those   sources;   therefore,   they   were   not   selected  for
    consideration in establishing  regulations  for  this  wastewater
    stream.  The pollutants are individually discussed below.
    
    Acenaphthene  was  detected  above  its analytical quantification
    level in 2 of 28 samples and in 2 of 18 sources.
    
    Benzene was detected above its analytical quantification level in
    3 of 34 samples; however, it was only found above the level  con-
    sidered  achievable  by specific treatment methods (0.05 to 0.100
    mg/1) in 1 of 34 samples and in 1 of 17 sources.
    
    1,1,1-Trichloroethane was detected above its  analytical  quanti-
    fication  level  in  1  of 34 samples; however, it was only found
    above the  level  considered  achievable  by  specific  treatment
    methods (0.022 mg/1) in 1 of 34 samples and in  1 of 17 sources.
                                    660
    

    -------
    Chloroform was detected above its analytical quantification level
    in  10  of 34 samples; however,  it was only found above the level
    considered achievable by specific treatment methods (0.1 mg/1)  in
    1  of 34 samples and in 1 of 14 sources.
    
    2-Chlorophenol was detected above its  analytical  quantification
    level in 1 of 28 samples and in 1 of 18 sources.
    
    1,2-trans-Dichloroethylene  was  detected  above  its  analytical
    quantification level in 1 of 34 samples and in 1 of 17 sources.
    
    Bromoform was detected above its analytical quantification  level
    in 1 of 34 samples and in 1 of 17 sources.
    
    4-Nitrophenol  was  detected  above its analytical quantification
    level in 1 of 28 samples and in 1 of 18 sources.
    
    Phenol was detected above its analytical quantification level  in
    3  of 28 samples; however, it was only found above the level con-
    sidered achievable by specific treatment methods (0.05 mg/1) in  1
    of 28 samples and in 1 of 18 sources.
    
    Butyl benzyl phthalate was detected above its analytical  quanti-
    fication level in 3 of 28 samples and  in 1 of 18 sources.
    
    Di-n-butyl  phthalate  was  detected above its analytical quanti-
    fication level in 6 of 28 samples; however, and  was  only  found
    above  the  level  considered  achievable  by  specific treatment
    methods (0.025 mg/1) in 1 of 28 samples and in 1 of 18 sources.
    
    Di-n-octyl phthalate was detected above its analytical  quantifi-
    cation level in  1 of 28 samples and in 1 of 18 sources.
    
    Diethyl  phthalate  was detected above its analytical quantifica-
    tion level in 2  of 28 samples and in 2 of 18 sources.
    
    Dimethyl phthalate was detected above  its analytical  quantifica-
    tion level in 2  of 28 samples and in 2 of 18 sources.
    
    Tetrachloroethylene was detected above its analytical quantifica-
    tion level in 2  of 34 samples and in 2 of 17 sources.
    
    Toluene was detected above its analytical quantification level in
    4  of 34 samples; however, it was only found above the  level con-
    sidered achievable by specific treatment methods (0.05 mg/1) in  1
    of 34 samples and in  1 of  17 sources.
    
    Alpha-endosulfan was detected above its analytical quantification
    level in  1 of 24 samples and in  1 of 18 sources.
                                   661
    

    -------
    Beta-endosulfan was detected above its analytical
    level in 1  of 24 samples and in 1  of 18 sources.
                                            quantification
    Endosulfan
    tion level
     sulfate was detected above its analytical quantifica-
    in 1  of 24 samples and in 1  of 18 sources.
    Endrin was detected above its analytical quantification level  in
    1  of 24 samples and in 1  of 18 sources.
    
    Endrin  aldehyde was detected above its analytical quantification
    level in 1 of 24 samples and in 1 of 18 sources.
    
    Heptachlor was detected above its analytical quantification level
    in 1 of 24 samples and in 1 of 18 sources.
    Heptachlor
    tion level
    epoxide was detected above its analytical
    in 2 of 24 samples and in 2 of 18 sources.
    quantifica-
    Selenium  was  detected above its analytical quantification level
    in 7 of 36 samples and  was  found  above  the  level  considered
    achievable  by  specific treatment methods (0.20 mg/1) in 1 of 36
    samples.
    
    Silver was detected above its analytical quantification level  in
    6  of 36 samples/ however, it was only found above the level con-
    sidered achievable by specific treatment methods (0.07 mg/1) in  1
    of 36 samples and in 1 of 20 sources.
    
    Zinc was detected above its analytical quantification level in 31
    of 42 samples; however, it was only found above  the  level  con-
    sidered achievable by specific treatment methods (0.23 mg/1) in  3
    of 42 samples and in 2 of 24 sources.
    
    Pollutants Selected for Consideration i_n Establishing Regulations
    for  the  Solution and Press Heat Treatment Contact Cooling Water
    Waste Stream.  The toxic pollutants identified by "RG"  in  Table
    VI-3  are  those not eliminated from consideration for any of the
    reasons  listed  above;  therefore,   each   was   selected   for
    consideration  in  establishing  regulations  for this wastewater
    stream.  The pollutants are individually discussed below.
    
    Chromium was detected above its analytical  quantification  level
    in  35  of  42  samples  and was found above the level considered
    achievable by specific treatment methods (0.07 mg/1)  in 5  of  42
    samples and 4 of 24 sources.
    
    Cyanide was detected above its analytical quantification  level in
    32 of 43 samples and was found above the level considered achiev-
    able  by  specific  treatment  methods  (0.047  mg/1)  in 9 of 43
    samples.
                                   662
    

    -------
    Lead was detected above its analytical quantification level in 29
    of 42 samples and was found above the level considered achievable
    by specific treatment methods (0.08 mg/1) in 5 of 42 samples.
    
    Cleaning or Etching Bath
    
    Pollutants Never Detected.  The toxic  pollutants  identified  by
    "ND"  in  Table  VI-3  were not detected in any samples from this
    wastewater  stream;  therefore,   they  were  not   selected   for
    consideration  in  establishing  regulations  for this wastewater
    stream.
    
    Pollutants Never  Found  Above  Their  Analytical  Quantification
    Level.    The  toxic  pollutants  identified by "NQ" in Table VI-3
    were never found above their analytical quantification  level  in
    any samples from this wastewater stream; therefore, they were not
    selected  for  consideration in establishing regulations for this
    wastewater stream.
    
    Pollutants Detected Be1ow Levels Achievable  by  Treatment.   The
    toxic  pollutants  identified  by  "NT"  Tn~ Table VI-3 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below  the  concentration considered achievable by
    specific available treatment methods; therefore,  they  were  not
    selected  for  consideration in establishing regulations for this
    wastewater stream.  The  pollutants  are  individually  discussed
    below.
    
    P-Chloro-m-cresol  was reported present above it analytical quan-
    tification level in one of  six  samples.   The  observed  value,
    0.021  mg/1,  is less than that of 0.05 mg/1, which is considered
    achievable by specific available treatment methods.
    
    Chloroform was reported present above its analytical  quantifica-
    tion  level  in one of four samples.   The observed value of 0.020
    mg/1 is less than the concentration of 0.1 mg/1,  which  is  con-
    sidered achievable by specific available treatment methods.
    
    2,4-Dimethylphenol  was  reported  present  above  its analytical
    quantification level in one of six samples.  The  observed  value
    was  0.034  mg/1;  the  level  considered  achievable by specific
    treatment methods is 0.05 mg/1.
    
    Methylene chloride was  reported  present  above  its  analytical
    quantification  level  in  three  of  four samples.  The reported
    concentrations were 0.015,  0.062,  and  0.039  mg/1;  the  level
    considered achievable by treatment is 0.1 mg/1.
    
    Phenol   was  reported present above its analytical quantification
    level in three of six samples.  The maximum  value  reported  was
    
    
                                   663
    

    -------
    0.035 mg/1; the level considered achievable by specific available
    treatment is 0.05 mg/1.
    
    Dimethyl  phthalate  was  reported  present  above its analytical
    quantification level in only one of six  samples.   The  reported
    concentration  was  0.013  mg/1,  whereas  the concentration con-
    sidered attainable by specific  available  treatment  methods  is
    0.025 mg/1.
    
    Beryllium  was  reported present above its analytical quantifica-
    tion level in 1 of 19 samples.  The maximum  value  reported  was
    0.105 mg/1; the level considered achievable by specific available
    treatment is 0.34 mg/1.
    
    Mercury  was reported present above its analytical quantification
    level in 6 of 19 samples.  The maximum value reported  was  0.020
    mg/1,  whereas  a  concentration  of  0.036  mg/1  is  considered
    achievable by specific treatment methods.
    
    Selenium was detected above its analytical  quantification  level
    in  4  of  22  samples; however, it was not found above the level
    considered achievable by specific treatment methods (0.20 mg/1).
    
    Silver was detected above its analytical quantification level  in
    5  of  16  samples;  however,   it  was  not found above the level
    considered achievable by specific treatment methods (0.07 mg/1).
    
    Pollutants Detected in a Small  Number  of_  Sources.   The  toxic
    pollutants  identified  by  "SU"  in  Table VI-3 were found above
    their analytical quantification level at only a small  number  of
    sources  within  the  category  and  are uniquely related to only
    those  sources;   therefore,    they   were   not   selected   for
    consideration  in  establishing  regulations  for this wastewater
    stream.  The pollutants are individually discussed below.
    
    Fluoranthene was reported  above  its  analytical  quantification
    level in one of six samples and in one of six sources.
    
    2,4-Dinitrophenol  was reported present in two of six samples and
    in two of six sources.
    
    Pentachlorophenol was reported  present above its analytical quan-
    tification level in one of six  samples and in one of six sources.
    The observed value was 0.012  mg/1; the value considered  achieva-
    ble by treatment is 0.010 mg/1.
    
    Di-n-butyl  phthalate  was  reported present above its analytical
    quantification level  in two of  six samples in two of six sources;
    however, both of these sources  were taken from the same plant.
                                   664
    

    -------
    Di-n-octyl phthalate was reported present  above  its  analytical
    quantification  level  in  one  of  six samples and in one of six
    sources.
    
    Diethyl phthalate was reported present above its analytical quan-
    tification level in one of six samples and in one of six sources.
    
    Endrin aldehyde was reported present above its analytical quanti-
    fication level in one of six samples and in one of six sources.
    
    Antimony was detected above its analytical  quantification  level
    in  8  of  20 samples; however, it was only found above the level
    considered achievable by specific treatment methods  (0.47  mg/1)
    in 1  of 20 samples and in 1 of 15 sources.
    
    Arsenic was detected above its analytical quantification level in
    15  of  20  samples.   It  was  found  above the level considered
    achievable by specific treatment methods (0.34 mg/1) in 7  of  20
    samples  and in 4 of 15 sources.  The detections above the treat-
    able level occurred at only 2 of 6 plants sampled.
    
    Pollutants Selected for Consideration ir\ Establishing Regulations
    for the  Cleaning  or  Etching  Bath  Waste  Stream.   The  toxic
    pollutants  identified  by  "RG"  in  Table  VI-3  are  those not
    eliminated from consideration  for  any  of  the  reasons  listed
    above;   therefore,   each  was  selected  for  consideration  in
    establishing  regulations  for  this  wastewater   stream.    The
    pollutants are individually discussed below.
    
    Bis(2-ethylhexyl)  phthalate  was  reported  above its analytical
    quantification level in 3 of 6 samples.  These three values  were
    also  above  the  level  attainable by specific treatment methods
    (0.01 mg/1).
    
    Cadmium was detected above its analytical quantification level in
    3 of 19 samples and was found above the level considered  achiev-
    able  by  specific  treatment  methods  (0.049  mg/1)  in 2 of 19
    samples.
    
    Chromium was reported above its analytical  quantification  level
    in  14  of  19  samples.  Twelve of the 19 samples were above the
    level of 0.07 mg/1, which is considered  achievable  by  specific
    available treatment methods.
    
    Copper  was  reported present above its analytical quantification
    level in 14 of 19 samples.  The  maximum  concentration  observed
    was  approximately  20  mg/1.   The  level  of  copper considered
    achievable by specific available treatment methods is 0.39  mg/1.
    Copper  concentrations  were above the treatable level in 8 of 19
    samples.
    
    
                                   665
    

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    Cyanide was reported present above its analytical  quantification
    level  in  7  of  22  samples.  Five of the values were above  the
    level of cyanide  considered  achievable  by  specific  available
    treatment methods (0.047 mg/1).
    
    Lead  was  reported  present  above its analytical quantification
    level in 7 of 19 samples collected.  The  maximum  reported  lead
    concentration  was  90.0 mg/1.  A lead concentration of 0.08 mg/1
    is considered achievable by specific available treatment methods.
    Lead concentrations exceeded 0.08 mg/1 in 7 of 19 samples.
    
    Nickel was reported present above its  analytical  quantification
    level  in  13 of 19 samples collected.  A nickel concentration of
    0.22 mg/1 is considered achievable by specific  available  treat-
    ment  methods.   Nickel concentrations exceeded 0.22 mg/1  in 7 of
    19 samples.
    
    Zinc was reported present  above  its  analytical  quantification
    level  in  17 of 19 samples collected.  The concentration  of zinc
    considered achievable by specific available treatment methods   is
    0.23  mg/1.   Zinc  concentrations exceeded 0.23 mg/1 in 11 of 19
    samples.
    
    Cleaning or_ Etching Rinse
    
    Pollutants Never Detected.  The toxic  pollutants  identified   by
    ."ND"  in  Table  VI-3  were not detected  in any samples from this
    wastewater  stream;  therefore,  they  were   not   selected    for
    consideration   in  establishing  regulations  for this wastewater
    stream.
    
    Pollutants Never  Found  Above  Their  Analytical  Quantification
    Level.   The  toxic  pollutants  identified by "NQ"  in Table VI-3
    were never found above their  analytical quantification  level   in
    any samples from this wastewater stream;  therefore,  they were  not
    selected  for   consideration  in establishing  regulations for this
    wastewater stream.
    
    Pollutants Detected Below Levels Achievable   By  Treatment.    The
    toxic  pollutants  identified  by   "NT"   in Table VI-3 were found
    above  their  analytical   quantification   level    only   at    a
    concentration   below  the  concentration  considered  achievable by
    specific available treatment  methods; therefore,  they  were   not
    selected  for   consideration  in establishing  regulations for this
    wastewater str.eam.  The  pollutants  are   individually  discussed
    below.
    
    Benzene  was found above  its  analytical quantification  level  in 6
    of  42 samples.  The  maximum  concentration   observed  was 0.043
    mg/1.   The  level  considered  achievable  by specific available
    
    
                                   666
    

    -------
    treatment methods is 0.05 mg/1;  none of  the  samples  was  above
    this level.
    
    Chloroform was found above its analytical quantification level in
    24  of  42  samples.  The maximum concentration observed was 0.11
    mg/1.  The level  considered  achievable  by  specific  available
    treatment  methods is 0.1 mg/1;  only one of the samples was above
    this level.
    
    2,4-Dimethylphenol was found above its analytical  quantification
    level  in  only  1 of 36 samples.  The concentration observed was
    0.019 mg/1.   The level considered achievable by  specific  avail-
    able  treatment  methods is 0.05 mg/1; the detected value was not
    above this level.
    
    Methylene chloride was measured above its analytical level in  22
    of  42 samples.  The maximum concentration observed was 6.1 mg/1.
    Methylene  chloride  was  also  measured  above  its   analytical
    quantification  level in most of the volatiles blank samples, the
    highest  concentration   observed   being   20.6   mg/1.    These
    observations  indicated  the  probability that either the samples
    were contaminated, or that the source water was the major  source
    of  methylene  chloride,  or  both.   Methylene  chloride  is not
    expected to be present in raw wastewaters at concentrations above
    the level considered achievable by specific  available  treatment
    methods  (0.100 mg/1).
    
    Chlorodibromomethane  was  found  above  its analytical quantifi-
    cation level in 2  of  42  samples.   The  maximum  concentration
    observed  was  0.02  mg/1.   This is below the concentration con-
    sidered achievable with available treatment methods (0.1 mg/1).
    
    Diethyl phthalate was found above its  analytical  quantification
    level in 3 of 36 samples.  The maximum concentration observed was
    0.022  mg/1.  The level considered achievable by specific availa-
    ble treatment methods is 0.025 mg/1; none  of  the  samples  were
    above  this  level.  In addition, this pollutant is a plasticizer
    found in many plastic products used in manufacturing  plants  and
    is  not  considered  to  be attributable to specific materials or
    processing in the cleaning or etching rinse operation.
    
    Cyanide was measured above its analytical quantification level in
    20 of 62 samples.  The maximum concentration observed  was  0.042
    mg/1.   None of the samples exceeded the concentration considered
    achievable with available treatment technologies (0.047 mg/1).
    
    Mercury was found above  its analytical quantification level in 17
    of 58 samples.  The  maximum  concentration  observed  was  0.021
    mg/1.   The  level  considered  achievable  by specific available
    treatment methods is 0.036 mg/1.
    
    
                                   667
    

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    Selenium was detected above its analytical  quantification  level
    in  1   of  39  samples; however, it was not found above the level
    considered achievable by specific treatment methods (0.20 mg/1).
    
    Silver was detected above its analytical quantification level  in
    4  of   39  samples;  however,  it  was  not found above the level
    considered achievable by specific treatment methods (0.07 mg/1).
    
    Pollutants Detected I_n A Small  Number  of_  Sources.   The  toxic
    pollutants  identified  by  "SU"  in  Table VI-2 were found above
    their  analytical quantification level at only a small  number  of
    sources  within  the  category  and  are uniquely related to only
    those   sources;   therefore,   they   were   not   selected   for
    consideration  in  establishing  regulations  for this wastewater
    stream.  The pollutants are individually discussed below.
    
    Acenaphthene was found above its analytical quantification  level
    in  1   of  36  samples and  in 1 of 20 sources.  The concentration
    observed was 0.017 mg/1.   The  level  considered  achievable  by
    specific available treatment methods is 0.01 mg/1.
    
    1,2-trans-Dichloroethylene   was   found   above  its  analytical
    quantification level in only 1 of 42 samples and 1 of 20 sources.
    The only measurable concentration observed was  0.11  mg/1.   The
    level   considered  achievable  by  specific  available  treatment
    methods is 0.1 mg/1.
    
    Isophorone was found above  its analytical quantification level in
    1 of 36 samples in only 1 of 20 sources.
    
    Naphthalene was  measured   above  its  analytical  quantification
    level   in  only 1 of 36 samples and in 1 of 20 sources.  The con-
    centration observed was equal to  the  treatability  level  (0.05
    mg/1).
    
    Phenol  was  found above its analytical quantification level in  2
    of 36 samples.  The  maximum  concentration  observed  was  0.063
    mg/1.    The  level  considered  achievable  by specific available
    treatment methods  is 0.05 mg/1; only one of the  observed  values
    was above this level.
    
    Butyl benzyl phthalate was  found above its analytical quantifica-
    tion  level  in 1 of 36 samples and in 1 of 20 sources.  The only
    measurable concentration observed was 0.066 mg/1.  The level con-
    sidered achievable by specific  available  treatment  methods   is
    0.01 mg/1; only one sample  is above that level.
    
    Di-n-butyl  phthalate  was  found above its analytical quantifica-
    tion level in  2 of 36 samples and in only 2 of 20 sources and   in
    2 of 11 plants.
    
    
                                    668
    

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    Di-n-octyl  phthalate was measured above its analytical quantifi-
    cation level in 2 of 36 samples and in only 2 of 20  sources  and
    in 2 of 11 plants.
    
    PCB-1242,   PCB-1254,  and PCB-1221 were measured above their ana-
    lytical quantification level in only 1 of 27 samples and in 1   of
    19 sources.  The concentration of ths sample was 0.016 mg/1.
    
    PCB-1232,   PCB-1248,  PCB-1260,  and PCB-1016 were measured above
    their analytical quantification level in only 1  of 27 samples and
    in 1 of 19 sources.  The concentration measured was 0.02 mg/1.
    
    Arsenic was found above its analytical quantification level in 32
    of 60 samples; however, it was only found above the level consid-
    ered achievable by specific treatment methods (0.34 mg/1) in 5 of
    60 samples and in 3 of 30 sources.  These three sources are  from
    only 1 of 15 plants which were sampled for this waste stream.
    
    Beryllium  was found above its analytical quantification level in
    7 of 58 samples and in 4 of 26 sources.  The  maximum  concentra-
    tion observed was 0.200 mg/1.  The level considered achievable by
    specific available treatment methods is 0.20 mg/1.
    
    Cadmium was measured above its analytical quantification level in
    16 of 58 samples and in 10 of 29 sources.  The highest concentra-
    tion  observed  was 0.2 mg/1.  Of the 58 samples, only one sample
    exceeded a cadmium concentration of 0.049  mg/1,  which  is  con-
    sidered achievable by specific available treatment methods.
    
    Pollutants Selected For Consideration In Establishing Regulations
    For  The  Cleaning  Or  Etching  Rinse  Waste  Stream.  The toxic
    pollutants identified  by  "RG"  in  Table  Vl-3  are  those  not
    eliminated  from  consideration  for  any  of  the reasons listed
    above;  therefore,  each  was  selected  for   consideration   in
    establishing   regulations   for  this  wastewater  stream.   The
    pollutants are individually discussed below.
    
    Bis(2-ethylhexyl) phthalate was  reported  above  its  analytical
    quantification  level in 8 of 36 samples and 6 of 20 sources.   It
    was also above the level attainable by specific treatment methods
    (0.01 mg/1).
    
    Chromium was measured above its analytical  quantification  level
    in  42  of  58 samples and 22 of 29 sources.  The highest concen-
    tration observed was 280 mg/1.  Of the  58  samples,  30  samples
    contained  chromium  in  excess of 0.07 mg/1, which is considered
    achievable by specific available treatment methods.
    
    Copper was measured above its analytical quantification level  in
    46  of  58 samples collected.  The highest concentration observed
    
    
                                   669
    

    -------
    was 480 mg/1.   The concentration of copper in 16 samples exceeded
    0.39 mg/1, which is considered  achievable by specific  available
    treatment methods.
    
    Lead was measured above its analytical quantification level in 29
    of  58  samples.  The highest concentration observed was 11 mg/1.
    The concentration of lead in 18 samples exceeded 0.08 mg/1, which
    is considered achievable by specific available treatment methods.
    
    Nickel was measured above its analytical quantification level  in
    17  of  58 samples collected.  The highest concentration observed
    was 160 mg/1.   The concentration of nickel in 6 samples  exceeded
    0.22  mg/1,  which is considered achievable by specific available
    treatment methods.
    
    Zinc was measured above its analytical quantification level in 43
    of 58 samples.  The highest concentration observed was 410  mg/1.
    The concentration of zinc in 19 samples exceeded 0.23 mg/1, which
    is considered achievable by specific available treatment methods.
    
    Cleaning or Etching Scrubber Liquor
    
    Pollutants  Never  Detected.   The toxic pollutants identified by
    "ND" in Table VI-3 were not detected in  any  samples  from  this
    wastewater   stream;   therefore,  they  were  not  selected  for
    consideration in establishing  regulations  for  this  wastewater
    stream.
    
    Pollutants  Never  Found  Above  Their  Analytical Quantification
    Level.  The toxic pollutants identified by  "NQ"  "in  Table  VI-3
    were  never  found above their analytical quantification level in
    any samples from this wastewater stream; therefore, they were not
    selected for consideration  in establishing regulations  for  this
    wastewater stream.
    
    Pollutants  Detected  Below  Levels Achievable By Treatment.  The
    toxic pollutants identified by "NT"  in  Table  VI-3  were  found
    above   their   analytical   quantification   level   only  at   a
    concentration below the concentration  considered  achievable  by
    specific  available  treatment  methods; therefore, they were not
    selected for consideration  in establishing regulations  for  this
    wastewater  stream.   The   pollutants  are individually discussed
    below.
    
    Methylene chloride was reported present at 0.014 mg/1 in the sin-
    gle sample collected.
    
    Copper was measured at a concentration of 0.010 mg/1  in the  sin-
    gle  sample collected.  The observed copper concentration  is less
                                   670
    

    -------
    than the copper concentration considered achievable  by  specific
    available treatment methods (0.39 mg/1).
    
    Mercury was reported at a concentration of 0.0003 mg/1 in the one
    sample  collected.  The observed wastewater mercury concentration
    is less than the concentration considered achievable by  specific
    available treatment methods (0.036 mg/1).
    
    Pollutants Selected for Consideration i_n Establishing Regulations
    for  the  Cleaning  g_r  Etching Scrubber Liquor Waste Stream.  No
    pollutants  were  selected  for  consideration  in   establishing
    regulations for this wastewater stream.
    
    Degassing Scrubber Liquor
    
    Pollutants  Never  Detected.   The toxic pollutants identified by
    "ND" in Table VI-3 were not detected in  any  samples  from  this
    wastewater   stream;   therefore,  they  were  not  selected  for
    consideration in establishing  regulations  for  this  wastewater
    stream.
    
    Pollutants  Never  Found  Above  Their  Analytical Quantification
    Level.   The toxic pollutants identified by  "NQ"  in  Table  VI-3
    were  never  found above their analytical quantification level in
    any samples from this wastewater stream;  therefore, they were not
    selected for consideration in establishing regulations.
    
    Pollutants Detected Below Levels Achievable  By_  Treatment.   The
    toxic  pollutants  identified  by  "NT"  in Table VI-3 were found
    above  their  analytical   quantification   level   only   at   a
    concentration  below  the  concentration considered achievable by
    specific available treatment methods; therefore,  they  were  not
    selected  for  consideration in establishing regulations for this
    wastewater stream.  The  pollutants  are  individually  discussed
    below.
    
    Chloroform was found above its analytical quantification level in
    one  of three samples; the measured concentration was 0.020 mg/1.
    The observed value is below the level of 0.1 mg/1  that  is  con-
    sidered achievable by specific available treatment methods.
    
    Cadmium  was  found  above its analytical quantification level in
    all three samples.  The maximum measured value  was  0.011  mg/1,
    which  is  below  the  level  of  0.049  mg/1  that is considered
    achievable by specific available treatment methods.
    
    Chromium was measured above its analytical  quantification  level
    in  all  three samples.  The maximum concentration was 0.09 mg/1.
    The level considered achievable by specific  available  treatment
                                   671
    

    -------
    methods  is  0.07  mg/1;  only  one of the samples was above that
    level.
    
    Copper was found above its analytical quantification level in all
    three samples.  The maximum measured value was 0.250 mg/1,  which
    is  below the level of 0.39 mg/1 that is considered achievable by
    specific available treatment methods.
    
    Nickel was found above its analytical quantification level in two
    of three samples.  The maximum measured  value  was  0.023  mg/1,
    which  is below the level of 0.22 mg/1 that is considered achiev-
    able by specific available treatment methods.
    
    Pollutants Selected For Consideration I_n Establishing Regulations
    For The  Degassing  Scrubber  Liquor  Waste  Stream.   The  toxic
    pollutants  identified  by  "RG"  in  Table  VI-3  are  those not
    eliminated from consideration  for  any  of  the  reasons  listed
    above;   therefore,   each  was  selected  for  consideration  in
    establishing  regulations  for  this  wastewater   stream.    The
    pollutants are individually discussed below.
    
    Lead  was  measured  above its analytical quantification  level in
    all three samples; the observed concentrations were  0.019,  0.09
    and  0.45  mg/1.   The  level  considered  achievable by  specific
    available treatment methods for lead is 0.08 mg/1.
    
    Zinc was measured at concentrations above its analytical  quanti-
    fication  level  in  all three samples collected from this waste-
    water stream.  The concentrations of  zinc  observed  were  0.13,
    0.22,  and  1.3 mg/1.  A level of zinc of 0.23 mg/1 is considered
    achievable by specific available treatment methods.
    
    Extrusion Press Hydraulic Fluid Leakage
    
    Pollutants Never Detected.  The toxic  pollutants   identified  by
    "ND"  in  Table  VI-3  were not detected in any samples from this
    wastewater  stream;  therefore,  they  were  not   selected   for
    consideration  in  establishing  regulations  for this wastewater
    stream.
    
    Pollutants Never  Found  Above  Their  Analytical  Quant i f i cat ion
    Level.   The  toxic  pollutants  identified by "NQ" in Table VI-3
    were never found above their analytical quantification  level  in
    any samples from this wastewater stream; therefore, they  were not
    selected  for  consideration in establishing regulations  for this
    wastewater stream.
    
    Pollutants Detected Below Levels Achievable  by_  Treatment.   The
    toxic  pollutants  identified  by"NT"Tn Table VI-3 were found
    above  their  analytical   quantification    level   only   at    a
    
    
                                   672
    

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    concentration  below  the  concentration considered achievable by
    specific treatment methods; therefore, they were not selected for
    consideration in establishing  regulations  for  this  wastewater
    stream.  The pollutants are individually discussed below.
    
    Methylene  chloride was detected above its analytical quantifica-
    tion level in 5 of 6 samples; however, it was not found above the
    level considered achievable by specific  treatment  methods  (0.1
    mg/1).
    
    Zinc  was detected above its analytical quantification level in 5
    of 6 samples; however, it was not found above the  level  consid-
    ered achievable by specific treatment methods (0.23 mg/1).
    
    Pollutants  Detected  ijn  a  Small  Number of Sources.  The toxic
    pollutants identified by "SU" in  Table  VI-3  were  found  above
    their  analytical  quantification level at only a small number of
    sources within the category and  are  uniquely  related  to  only
    those   sources;   therefore,   they   were   not   selected  for
    consideration in establishing  regulations  for  this  wastewater
    stream.  The pollutants are individually discussed below.
    
    1,1,1-Trichloroethane  was  detected above its analytical quanti-
    fication level in 1 of 6 samples and in 1 of 2 sources.
    
    P-Chloro-m-cresol was detected above its  analytical  quantifica-
    tion level in 1 of 6 samples and in 1 of 2 sources.
    
    Di-n-butyl  phthalate  was  detected above its analytical quanti-
    fication level in 1 of 6 samples, and  it  was  found  above  the
    level  considered achievable by specific treatment methods  (0.025
    mg/1) in 1 of 6 samples and in 1 of 2 sources.
    
    Chrysene was detected above its analytical  quantification  level
    in 1 of 6 samples and in 1 of 2 sources.
    
    Phenanthrene  was  detected  above  its analytical quantification
    level in 1 of 6 samples and in 1 of 2 sources.
    
    Pollutants Selected for Consideration in Establishing Regulations
    for the Extrusion Press Hydraulic  Fluid  Leakage  Waste  Stream.
    The  toxic  pollutants identified by "RG" in Table VI-3 are those
    not eliminated from consideration for any of the  reasons   listed
    above;    therefore,   each  was  selected  for  consideration  in
    establishing  regulations  for  this  wastewater   stream.    The
    pollutants are individually discussed below.
    
    Phenol   was detected above its analytical quantification level in
    5 of 6 samples and  above  the  level  considered  achievable  by
                                   673
    

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    specific treatment methods (0.05 mg/1)  in 5 of 6 samples and in 2
    of 2 sources.
    
    The   three   organic   toxic  pollutant  PCB's  (polychlorinated
    biphenyls) designated  as  PCB-1248  were  detected  above  their
    analytical  quantification  level in 3  of 6 samples and in 1 of 2
    sources.
    
    Copper was detected above its analytical quantification level  in
    6  of 6 samples and above the level considered achievable by spe-
    cific treatment methods (0.39 mg/1) in 3 of 6 samples and in 1 of
    2 sources.
    
    POLLUTANT SELECTION BY SUBCATEGORY
    
    The Agency has determined that each aluminum forming  subcategory
    will  be  regulated separately.   To assist in the regulatory pro-
    cedure, sampling data for core and ancillary  streams  were  com-
    bined  to  determine  the priority pollutant disposition for each
    subcategory.  This information is presented in Table VI-4 and  is
    identical to that which is presented in the preamble to the final
    regulation.
                                   674
    

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                                Table VI-1
    
                       LIST OF 129 TOXIC POLLUTANTS
    Compound Name
    
      1.   acenaphthene
      2.   acrolein
      3.   acrylonitrile
      4.   benzene
      5.   benzidene
      6.   carbon tetrachloride (tetrachlorotnethane)
         Chlorinated benzenes (other than dichlorobenzenes)
    
      7.   chlorobenzene
      8.   1,2,4-trichlorobenzene
      9.   hexachlorobenzene
         Chlorinated ethanes (including 1,2-dichloroethane,
         1,1,1-trichloroethane and hexachloroethane)
    
     10.   1 ,2-dichloroethane
     11.   1,1,1-trichloroethane
     12.   hexachloroethane
     13.   1,1-dichloroethane
     14.   1,1,2-trichloroethane
     15.   1,1,2,2-tetrachloroethane
     16.   chloroethane
         Chloroalkyl ethers (ch.lorometh.yl,  chloroethyl and
         mixed ethers)
    
     17.   bis (chloromethyl)  ether
     18.   bis (2-chloroethyl)  ether
     19.   2-chloroethyl vinyl  ether (mixed)
         Chlorinated naphthalene
    
     20.   2-chloronaphthalene
                                   675
    

    -------
                         Table VI-1 (Continued)
    
                      LIST OF 129 TOXIC POLLUTANTS
        Chlorinated phenols (other than those listed elsewhere;
        includes trichlorophenols and chlorinated cresols)
    
    21.   2,4,6-trichlorophenol
    22.   parachlorometa cresol
    23.   chloroform (trichloromethane)
    24.   2-chlorophenol
        Dichlorobenzenes
    
    25.   1 ,2-dichlorobenzene
    26.   1,3-dichlorobenzene
    27.   1,4-dichlorobenzene
        Dichlorobenzidine
    
    28.   3,3'-dichlorobenzidine
    
        Dichloroethylenes (1,1-dichloroethylene and
        1,2-dichloroethylene)
    29.   1,1-dichloroethylene
    30.   1,2-trans-dichloroethylene
    31.   2,4-dichlorophenol
        Dichloropropane and dichloropropene
    
    32.   1,2-dichloropropane
    33.   1,2-dichloropropylene (1,3-dichloropropene)
    34.   2,4-dimethylphenol
        Dinitrotoluene
    
    35.   2,4-dinitrotoluene
    36.   2,6-dinitrotoluene
    37.   1,2-diphenylhydrazine
    38.   ethylbenzene
    39.   fluoranthene
                                    676
    

    -------
                         Table VI-1  (Continued)
    
                      LIST OF 129 TOXIC POLLUTANTS
    
    
        Haloethers (other than those listed elsewhere)
    
    40.  4-chlorophenyl phenyl ether
    41.  4-bromophenyl phenyl ether
    42.  bis(2-chloroisopropy1) ether
    43.  bis(2-choroethoxy) methane
    
    
        Halotnethanes (other than those listed elsewhere)
    
    44.  methylene chloride (dichloromethane)
    45.  methyl chloride (chloromethane)
    46.  methyl bromide (bromomethane)
    47.  brotnoform (tribromomethane)
    48.  dichlorobromomethane
    49.  trichlorofluoromethane
    50.  dichlorodifluoromethane
    51.  chlorodibromomethane
    52.  hexachlorobutadiene
    53.  hexachlorocyclopentadiene
    54.  isophorone
    55.  naphthalene
    56.  nitrobenzene
    
    
        Nitrophenols (including 2,4-dinitrophenol and dinitrocresol)
    
    57.  2-nitrophenol
    58.  4-nitrophenol
    59.  2,4-dinitrophenol
    60.  4,6-dinitro-o-cresol
    
    
        Nitrosamines
    
    61.  N-nitrosodimethylamine
    62.  N-nitrosodiphenylamine
    63.  N-nitrosodi-n-propylamine
    64.  pentachlorophenol
    65.  phenol
                                677
    

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                         Table VI-1  (Continued)
    
                      LIST OF 129 TOXIC POLLUTANTS
        Phthalate esters
    
    66.   bis(2-ethylhexyl) phthalate
    67.   butyl benzyl phthalate
    68.   di-n-butyl phthalate
    69.   di-n-octyl phthalate
    70.   diethyl phthalate
    71.   dimethyl phthalate
        Polynuclear aromatic hydrocarbons
    
    72.  benzo (a)anthracene (1,2-benzanthracene)
    73.  benzo (a)pyrene (3,4-benzopyrene)
    74.  3,4-benzofluoranthene
    75.  benzo(k)fluoranthane  (11,12-benzofluoranthene)
    76.  chrysene
    77.  acenaphthylene
    78.  anthracene
    79.  benzo(ghi)perylene (1,11-benzoperylene)
    80.  fluorene
    81.  phenanthrene
    82.  dibenzo (a,h)anthracene (1,2,5,6-dibenzanthracene)
    83.  indeno (1,2,3-cd)pyrene (w,e,-o-phenylenepyrene)
    84.  pyrene
    85.  tetrachloroethylene
    86.  toluene
    87.  trichloroethylene
    88.  vinyl chloride (chloroethylene)
    
    
        Pesticides and metabolites
    
    89.  aldrin
    90.  dieldrin
    91.  chlordane (technical mixture and metabolites)
        DDT and metabolites
    
    92.   4,4'-DDT
    93.   4)4'-DDE(p,p'DDX)
    94.   4,4l-DDD(p,p'TDE)
                                 678
    

    -------
                          Table VI-1 (Continued)
    
                       LIST OF 129 TOXIC POLLUTANTS
         Endosul£an and metabolites
    
     95.  a-endosulfan-Alpha
     96.  b-endosulfan-Beta
     97.  endosulfan sulfate
         Endrin and metabolites
    
     98.  endrin
     99.  endrin aldehyde
         Heptachlor and metabolies
    
    TOO.  heptachlor
    101.  heptachlor epoxide
         Hexachlorocyclohexane (all isomers)
    
    102.  a-BHC-Alpha
    103.  b-BHC-Beta
    104.  r-BHC (lindane)-Gamma
    105.  g-BHC-Delta
    
         Polychlorinated biphenyls (PCB's)
    106.
    107.
    108.
    109.
    1 10.
    111.
    112.
    PCB-
    PCB-
    PCB-
    PCB-
    PCB-
    PCB-
    PCB-
    1
    1
    1
    1
    1
    1
    1
    242
    254
    221
    232
    248
    260
    016
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    (Arochlor
    (Arochlor
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    1
    1
    1
    1
    1
    1
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    221)
    232)
    248)
    260)
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    11 4.   antimony
    115.   arsenic
    116.   asbestos (Fibrous)
    117.   beryllium
    118.   cadmium
    119.   chromium (Total)
                                   679
    

    -------
                          Table VI-1 (Continued)
    
                       LIST OF 129 TOXIC POLLUTANTS
    
    
         Metals and Cyanide,  and Asbestos (Cont.)
    
    120.   copper
    121.   cyanide (Total)
    122.   lead
    123.   mercury
    124.   nickel
    125.   selenium
    126.   silver
    127.   thallium
    128.   zinc
    
         Other
    
    113.   toxaphene
    129.   2,3,7,8-tetra chlorodibenzo-p-dioxin  (TCDD)
                                    680
    

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