EPA-450/3-80-034a
 Benzene Emissions from
Benzene Storage Tanks —
 Background Information
 for Proposed Standards
     Emission Standards and Engineering Division
     U.S. ENVIRONMENTAL PROTECTION AGENCY
        Office of Air, Noise, and Radiation
     Office of Air Quality Planning and Standards
     Research Triangle Park, North Carolina 27711

            December 1980

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This report has been revised by the Emission Standards and
Engineering Division of the Office of Air Quality Planning and
Standards, EPA, and approved for publication.  Mention of trade
names or commercial products is not intended to constitute
endorsement or recommendation for use.  Copies of this report
are available through the Library Services Officer (MD-35),
U.S. Environmental Protection Agency, Research Triangle Park,
North Carolina 27711, or from the National Technical Information
Services, 5285 Port Royal Road, Springfield, Virginia 22161.
               PUBLICATION NO. EPA-450/3-80-034a

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                     ENVIRONMENTAL PROTECTION AGENCY

                         Background Information
                                and Draft
                     Environmental Impact Statement
                        for Benzene Storage Tanks

                              Prepared by:
Don R. GooAwin
Director, Emission Standards and Engineering Division
U. S.  Environmental Protection Agency
Research Triangle Park, NC  27711
                                                        loTL
                            (Date)
1.  The proposed benzene emissions standards would limit emissions of
    benzene from existing and new benzene storage tanks.  The proposed
    standards implement Section 112 of the Clean Air Act and are based
    on the Administrator's determination-of June 8, 1977 (42 FR 29332)
    that benzene presents a significant risk to human health as a result
    of air emissions from one or more stationary source categories, and
    is therefore a hazardous air pollutant.  Affected facilities are
    located in 23 states and territories of the Unites States, but over
    40 percent of the facilities are in the State of Texas.

2.  Copies of this document have been sent to the following  Federal
    Departments:  Labor, Health and Human Services, Defense, Transportation,
    Agriculture, Commerce, Interior, and Energy; the National Science
    Foundation; the Council on Environmental Quality; members of the
    State and Territorial Air Pollution Program Administrators; the
    Association of Local Air Pollution Control Officials; EPA Regional
    Administrators; and other interested parties.

3.  The comment period for review of this document is 60 days.
    Ms. Susan Wyatt may be contacted regarding the date of the comment
    period.

4.  For additional information contact:

    Ms. S. Wyatt
    Standards Development Branch (MD-13)
    U. S. Environmental Protection Agency
    Research Triangle Park, NC  27711
    telephone:  (919) 541-5477.

5.  Copies of this document may be obtained from:
    U. S. EPA Library (MD-35)
    Research Triangle Park, NC
27711
    National Technical Information Service
    5285 Port Royal Road
    Springfield, VA  22161

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                             TABLE OF CONTENTS
Section                                                               Pa9e
1.0  Summary	1-1
     1.1  Regulatory Alternatives	1-1
     1.2  Environmental Impact .  .  .  .	  1-1
     1.3 -Economic Impact. .	•	1-6.
2.0  Introduction	•	  2-1
     2.1  Background	  2-1
3.0  Industry Description and Model Plants 	  3-1
     3.1  Introduction	.•  •  3-1
     3.2  Benzene Storage Tanks	•  3-1
          3.2.1  Types of Storage Tanks	  3-1
          3.2.2  Types of Primary Seals	3-6
          3.2.3  Storage Tank Emissions and Emissions Equations. .  .  3-8
    ,3.3. Baseline Emissions 	  3-15
          3.3.1  Development of the Baseline	  3-15
          3.3.2  Development of Model Plants  	  3-16
          3.3.3  National Baseline Emissions	  3-22
     3.4  References for  Chapter 3	  3-24
4.0  Emissions Control Techniques	4-1
     4.1  Introduction	4-1
     4.2  Emissions  Control Techniques  	  4-1
          4.2.1   Internal  Floating Roofs  in  Fixed-Roof  Tanks  ....  4-1

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Section
                                                                 Page
     4.2.2  Rim-Mounted Secondary Seals  on External  Floating
            Roofs	4-2
     4,2.3.  Fixed  Roofs on External  Floating-Roof Tanks ....   4-3
     4.2.4  Rim-Mounted Secondary Seals  on Noncontact
            Internal  Floating Roofs  	   4-3
     4.2.5  Contact Internal  Floating Roofs in Noncontact
            Internal  Floating-Roof Tanks. 	   4-6
     4.2.6  Liquid-Mounted Primary Seals on Contact Internal
            Floating Roofs. .	4-6
     4.2.7  Rim-Mounted Secondary Seals on Contact Internal
            Floating Roofs.	4-6
     4.2.8  Vapor Control Systems on Fixed-Roof and Internal
            Floating-Roof Tanks  . .  . »	4-8
     4.2.9  Prohibit the Storage of Benzene in Tanks	4-13
4.3  Control Efficiencies of Emissions Control Techniques  . . .   4-13
     4.3.1  Internal Floating Roofs in Fixed-Roof Tanks  ....   4-14
           4.3.2  Rim-Mounted  Secondary Seals  on External  Floating
                  Roofs	f  •
           4.3.3  Fixed  Roofs  on External  Floating-Roof Tanks  .  .  .
                                                                 4-14
                                                                 4-14
           4.3.4  Contact Internal  Floating Roofs in Noncontact
                  Internal  Floating-Roof Tanks	4-17
           4.3.5  Rim-Mounted Secondary Seals on Contact Internal
                  Floating Roofs.  ...... 	   4-17
           4.3.6  Vapor Control  Systems on Fixed-Roof and Internal
                  Floating-Roof Tanks . 	   4-17
           4.3.7  Prohibit the Storage of Benzene in Tanks	4-22
      4.4  Retrofit Problems	4-22
           4.4.1  Internal Floating Roofs in Fixed-Roof Tanks ....   4-23
           4.4.2  Rim-Mounted Secondary Seals on External Floating
                  Roofs	4-23
                                     VI

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Section
          4.4.3  Fixed Roofs on External Floating-Roof Tanks . . . .
Page
4-23
          4.4.4  Vapor Control Systems on Existing Benzene Storage
                 Tanks	  4-23
     4.5  Control of jBmsstons During Startup, Shutdown, Upsets,
          and Breakdowns .  .  . .  ... .  .  . .	 . . .  4-24
     4.6  References for Chapter 4	4-25
5.0  Regulatory Alternatives .	  5-1
     5.1  Introduction . ......	  5-1
     5.2  Development of Regulatory Alternatives 	  5-1
          5.2.1  Selection  of Control Options	5-1
          5.2.2  Regulatory Alternatives	  5-10
6.0  Environmental and Energy Impacts	6-1
     6.1  Introduction	6-1
     6.2  Air Pollution Impacts	6-1
          6.2.1  Modeling Results.	6-1
          6.2.2  Effects of Regulatory Alternatives on Nationwide
                 Emissions  .	6-4
          6.2.3  Secondary Impacts on Air Quality	6-7
     6.3  Impacts on Water,Quality and Rates of Consumption	6-7
     6.4  Solid Waste Disposal Impacts 	 .....  6-11
     6.5  Energy Impacts	6-11
     6.6  Other Environmental Concerns 	  6-12
          6.6.1  Irreversible and Irretrievable Commitment of
                 Resources		6-12
          6.6.2  Environmental Impacts of Delayed Standards	6-12
     6.7  References for Chapter 6	6-15
                                      vn

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Section                                                                   .
7.0  Economic Analysis	,. •	   7-1
     7.1  Industry Profile	•  •  v 7~l,
          7.1.1  Benzene Production, Sales," and" Capacity ......   7-1
                                                       s
          7.1.2  Methods of Manufacture.  .	   7-4
          7.1.3  Uses of Benzene	•  •   7-4
          7.1.4  Benzene Prices	7-6
          7.1.5  Market Factors That Affect the Benzene Industry . .   7-6
          7.1.6  Import/Export Considerations	7-9
          7.1.7  Benzene-Producing  Companies 	   7-12
          7.1.8  Replacement Rate of Equipment	  7-12
          7.1.9  Benzene-Consuming  Companies 	  7-12
          7.1.10 Projected Growth Rates.  . . .	• • •  7-30
          7.1.11 Benzene Storage Facility Growth  Estimates  	  7-30
      7.2 Cost Analysis of Control  Options for  Benzene  Storage           .
          Tanks	....................  7-34
          7.2.1  Existing Facilities	•  • •  7-34
          7.2.2  New Facilities	7-52
      7.3 Other  Cost Considerations.	7-59
          7.3.1  Costs  Associated with OSHA  Compliance  .  .  .  .  . '.  .  7-59
          7.3.2  Costs  Associated with Other EPA Air Pollution           ,
                  Regulations	•  «•	7-59
      7.4  Economic Impact Analysis  of the Control Options	7-62
           7.4.1   Introduction	7-62
           7 4.2  Baseline Return on Investment (ROI) and Operating
                  Ratios	  7-62
           7.4.3  Example Calculation of Economic Impacts 	 7-68
           7.4.4  Economic Impacts for Model  Plants	 7-78
                                    vi ii

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Section
     7.5
                                                             Page
 7.4.5   Economic Impacts  for Bulk Storage Terminals ....   7-85
 7.4.6   Analysis of Closure Option	7-87
 Socioeconomic and Inflationary Impacts 	   7-90
 7.5.1   Inflationary Impact Statement Thresholds. .....   7-9.0
 7.5.2   Foreign Trade Considerations	7-93
 7.5.3   Industry Output,  Employment, and Growth	   7-95
          7.5.4  Impacts on Suppliers of Emissions Control
                 Equipment	•
                                                             7-9.6
     7.6
Appendix
Appendix
Appendix
Appendix
 References for Chapter 7	•	7-98
A - Evolution of the Background Information Document. ...  A-l
B - Index to Environmental Impact Considerations	B-l
C - Emission Source Test Data	C-l
D - Methodology for Estimating Leukemia Mortality and
    Maximum Lifetime Risk from Exposure to Benzene
    Emissions from Benzene Storage Tanks	D-l
                                      IX

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                              LIST OF TABLES
1-1   Control Options for Existing Benzene Storage Tanks	1-2
1-2   Control Options for New Benzene Storage Tanks . . 	  1-3
1-3   Assessment of Environmental, Energy, and Economic Impacts for
      Each Regulatory Alternative Considered for Existing Tanks .....  1-4
1-4   Assessment of Environmental, Energy, and Economic Impacts for
      Each Regulatory Alternative Considered for New Tanks	1-5
3-1   Emission Factors 1C and n	3-13
3-2   Summary of Emission Factors 1C and m for Floating Roofs  	  3-13
3-3   Fitting Multipliers 	 ..... 	  3-14
3-4   Plants With Benzene Storage Tanks	,  .  .  3-17
3-5   Model Benzene Storage Plants.	. . . .	3-21
3-6   Baseline Emissions from New and Existing Model Plants .......  3-23
4-1   Efficiencies of Emissions Control Techniques for Fixed-Roof
      Tanks	,4-15
4-2   Efficiencies of Emissions Control Techniques for External
      Floating-Roof Tanks with Primary Seals	4-16
4-3   Efficiencies of Emissions Control Techniques for External
      Floating-Roof Tanks with Primary and Secondary Seals. .......  4-18
4-4   Efficiencies of Emissions Control Techniques for Noncontact
      Internal Floating-Roof Tanks with Vapor-Mounted Primary  and
      Secondary Seal s	4-19
4-5   Efficiencies of Emissions Control Techniques for Contact
      Internal Floating-Roof Tanks with Lic'jio-Mounted Primary           i
      Seals	  .  4-20
5-1   control Options for Existing Benzene Storage Tanks	5-2
5-2   Control Options for New Benzene Storaoe Tanks	; 5-3

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5-3
5-4  '
5-5
5-6
5-7
5-8
5-9
6-1

6-2
6-3

6-4
6-5

6-6

6-7

6-8

6-9

6-10

6-11

6-12

6-13
Impacts of Each Control Option on Existing Benzene Storage Tanks,
Impacts of Each Control Option on New Benzene Storage Tanks . .  ,
Model Benzene Storage Plants	
Emissions for Control Options — Existing Model Plants 	  ,
Emissions for Control Options —New Model Plants	,
Matrix of Regulatory Alternatives'	
Summary of Regulatory Alternatives	' .  .
Maximum Annual Benzene Concentrations for Existing Model
Facilities - 0.1 kilometers from the Source Boundary. .
Emissions for Control Options - Existing Facilities .......
Maximum Annual Benzene Concentrations for New Model Facilities -
0.1 kilometers from the Source Boundary	
Emissions for Control Options - New Facilities.
Total Projected Number of Plants with Benzene Storage Tanks
(1979-1990) 		
Nationwide Emissions from New and Existing Benzene Storage
Tanks in 1980	
Nationwide Emissions from New and Existing Benzene Storage
Tanks in 1985  	
Nationwide Emissions from New and Existing Benzene Storage
Tanks in 1990  	 ..............
Nationwide Emissions Reductions from New and Existing Benzene
Storage Tanks  in 1980  	  ........
Nationwide Emissions Reductions from New and Existing
Benzene Storage Tanks in 1985	  .  .
Nationwide Emissions  Reductions  from New and  Existing
Benzene  Storage Tanks  in 1990.	
Energy  Required  to Operate  a  Steam-Regenerated  Carbon
Adsorption  System at  Each Model  Benzene  Storage Facility.
Energy  Required  to Operate  a  Thermal  Oxidation  System  at
Each  Model  Benzene Storage  Facility  .  .  .  .	
5-5
5-6
5-7
5-8
5-9
5-11
5-13

6-2
6-2

6-3
6-3

6-5

6-5

6-6

6-6

6-8

6-9

6-10

6-13

6-13

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7-1   Historical U.S. Benzene Production and Sales.  ....,,,....  7-2
7-2   Benzene Capacity Utilization Rates. , .		7-5
7-3   Percent of 1976 Benzene Production Used  in Manufacture of,          ;  .    .
      Major Benzene-Consuming Products.  . ................  7-7
7-4   Unit Sales Value of Benzene	7-8
7-5   Substitutes for Products Made from Benzene	7-10
7-6   United States Trade in Benzene.  ....  	  7-11
7-7   Benzene Producing Companies 	  7-13
7-8   Geographical Distribution of Benzene Producers	  7-19
7-9   Company Shares of Total Benzene  Capacity, 1976	7-21
7-10  Ratio of Market Value of Benzene Production to Total Sales
      in 1976 for Benzene Producing Companies  . . .  .  .  .	  .  .  7-22
7-11  Maximum Annual Benzene Requirements of U.S. Producers of            ;
      Ethylbenzene and Styrene. . .	 ,	7-24
7-12  Maximum Annual Benzene Requirements of U.S. Producers of Cumene  .  .  7-26
7-13  Maximum Annual Benzene Requirements of U.S. Producers of
      Cyclohexane	  7-28
7-14  Geographical Distribution of Benzene Consumers	7-31
7-15  Total Benzene Requirement and 1977 Annual Sales  of Benzene
      Consuming Companies	  7-32
7-16  Cost of Installing a Noncontact  Internal Floating Roof
      in an Existing Fixed-Roof Tank.  .  . . .'  . . .  .  .  .  .  . . .  .  .  .  .  7-36
7-17  Cost of Installing a Contact Internal Floating Roof  in
      an Existing Fixed-Roof Tank 	  ..........  7-37
7-18  Cost of Installing a Fixed Roof on an Existing External
      Floating-Roof Tank. ................	  .  7-38
7-19  Cost of Installing a Contact Internal Floating Roof  in an
      Existing Noncontact Internal Floating-Roof Tank  ..........  7-39
7-20  Cost of Installing a Secondary Seal on an Existing Internal
      or External Floating Roof	  7-40
7-21  Cost of Installing a Carbon Adsorption System at an  Existing
      Model Facility.	  7-41
                                      xi i

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7-22

7-23
7-24
7-25
7-26
7-27
7-28
7-29
7-30
7-31
7-32
7-33

7-34

7-35
7-36
7-37
7-38
7-39
7-40

7-41

7-42

7-43
Cost of Installing a Thermal Oxidation System at an Existing
Model Facility.	,.,'..
Capital Costs for Existing Model Plants	  , .  .  .  .
Annual i zed Costs for Existing Model Plants	
Costs for Existing Large Benzene Producer 	
Costs for Existing Small Benzene Producer 	
Costs for Existing Benzene Consumer or Bulk Storage Terminal.
Capital Costs for New Model Plants. . . 	
Annualized Costs for New Model Plants ......  	
Costs for New Large Benzene Producer	
Costs for New Small Benzene Producer. . . 	
Costs for New Benzene Consumer or Bulk Storage Terminal  .  .  .
Total Estimated National Emissions, Capital Costs, and
Annualized Costs of Control Options	 .
Range of Capital and Annualized Costs for Controlling
Benzene Emissions from an Individual Model Plant.  . .
Return on Investment for Petroleum and Coal Products Industry
Return on Investment for Industrial Chemicals and Synthetics.
Throughput Cost Summary for Model Plants	
Characteristics of Model Consumer Plants	
Economic Impacts for Model Benzene Producer Plants	
Economic Impact for Model Benzene Consumer Plants Under
Assumption of Full Cost Absorption by Producers ....
Economic Impact for Model Benzene Consumer Plants Under
Assumption of Full Cost Passthrough by Producers. .  . .
Total Annualized Costs Attributable to Combinations of Control
Options for New and Existing Tanks  ...  	 	
Annual Expenditures on New Capital Stock Attributable to
Combinations of Control Options for New and Existing Tanks.  .
7-42
7-44
7-46
7-48
7-49
7-50
7-53
7-54
7-56
7-57
7-58

7-61

7-63
7-64
7-66
7-69
7-76
7-79

7-80

7-81

7-92

7-94
                                       xm

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A-l  Evolution of the Background Information Document

B-l  Index to Environmental Impact Considerations . .
C-l  Summary of Test Conditions for Phase I, Contact-Type Internal
     Floating Roof	

C-2  Summary of Test Conditions for Phase II, Noncontact-Type Internal
     Floating Roof	

C-3  Summary of Test Conditions for Phase III, Double Deck External
     Floating Roof	 .	

C-4  Measured Benzene Emissions from EPA Phase I Testing, Contact-
     Type Internal Floating Roof	
C-5  Measured Benzene Emissions from EPA Phase III Testing, Double
     Deck External Floating Roof. 	
C-6  Emission Factors and the Basis of Estimation 	 	

C-7  Measured and Estimated Breathing Losses from Fixed-Roof Tanks. .  .

C-8  Comparison of Measured Losses with Those Calculated Using
     API 2518	

D-l  Estimated Leukemia Deaths from Benzene Emissions from Benzene
     Storage Tanks Under Baseline Conditions	
D-2  Example Calculation of Leukemia Deaths, Plant 4.
 A-3

 B-3


 C-9


•.C-13


 C-16


 C-17


 C-19

 C-21

 C-24


 C-27


 D-10

; D-21
                                   xiv

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3-1
3-2
3-3
3-4
3-5
4-1
4-2
4-3

4-4
4-5
4-6
7-1
7-2

7-3

7-4

C-l
C-2

C-3
C-4
LIST OF FIGURES
Typical fixed-roof tank 	
External floating-roof tank 	
Internal floating-roof tanks. . . 	
Typical primary seals on external floating roofs 	
Typical primary seals on internal floating roofs. .....
Rim-mounted secondary seals on external floating roofs. . .
Metallic shoe seal with shoe-mounted secondary seal ....
Rim mounting of a secondary seal on an internal
floating roof 	 	 . 	 	
Benzene vapor saturator 	
Schematic diagram of a carbon adsorption system 	
Thermal oxidation unit 	 	
Benzene production, sales . . . 	 	 	 .
Geographical distribution of benzene producers and percent
of total capacity 	
Cost effectiveness of control options for existing
facilities 	 	
Cost effectiveness of control options for new
facilities 	 	
Simplified process and instrumentation schematic 	
Position of the contact-type internal floating roof within
the emissions test tank 	
Rim mounting of the flapper secondary seal 	 	
Installed shingle-type seal 	 	 	

3-3
3-4
3-5
3-7
3-9
4-4
4-5

4-7
4-9.
4-11
4-12
7-3

7-20

7-51

7-60
C-4

C-7
C-8
C-.1Q

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C-5


C-6


C-7
Position of the noncontact-type internal floating roof
within the emissions test tank	 .  .
Cross-sectional view of the shingle-type seal
installation. . ...............
Position of the double deck external floating roof within
the emissions test tank	
C-ll


C-12


C-15
                                   xvi

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                         METRIC CONVERSION TABLE

     In keeping with U.S.  Environmental Protection Agency policy, metric
units are used in this report.   These, units may be converted to common
English units.by using the following conversion factors:
                                                            Equivalent
                                                       =   English Unit
Metric Unit
x Conversion
LENGTH .

meter (m)
meter (m)

VOLUME

liters (1)
cubic meters m3
cubic meters m3

WEIGHT

kilogram (10s grams) (kg)
megagram (106 grams) (Mg)
gigagram (109 grams) (Gg)

ENERGY
gigajoule (GJ)
gigajoule (GJ)
joule per gram (J/g)

VOLUMETRIC FLOW
normal cubic meters per
  second (NmVsec)
kilopascal (kPa)
kilopascal (kPa)

SPEED
meters per second (m/s)

TEMPERATURE
Temperature  in degrees Celcius  (°C)  can  be  converted  to temperature
in  degrees Farenheit (°F)  by  the  following  formula:

                           (°F)  =  9/5 (°C) + 32
                             39.37
                              3.28
                              0.2642
                            264.2
                              6.29
                              2.2046
                              1.1023
                              1,102.3
                            9.48 x 105
                            2.78 x 104
                            0.430
                            2,242

                            9.9 x 10-3
                            0.145
                           196.86
                       in
                       ft
                       U.S. gal
                       U.S. gal
                       Barrels (bbl)
                       Ib
                       tons
                       tons
                       Btu
                       KWh
                       Btu/lb
                       SCFM (ftVmin)

                       atm
                       psi
                        ft/min
                                xvn

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                              1.   SUMMARY

1.1  REGULATORY ALTERNATIVES
     On June 8, 1977, the Administrator of the U.S.  Environmental Protection
Agency determined that benzene presents a significant carcinogenic risk
to human health as a result of benzene emissions from one or more stationary
source categories and is, therefore, a hazardous air pollutant.   Based on
Section 112 of the Clean Air Act as amended August 1977, the Administrator
is mandated to propose a standard which ". .  .provides an ample margin of
safety to protect the public health from such hazardous air pollutant."
Because benzene storage has been determined to be a significant source of
benzene emissions, the Administrator has evaluated several regulatory
alternatives for reducing benzene emissions from this source.  These
regulatory alternatives were developed from the control options listed
in Tables 1-1 and 1-2 for existing and new benzene storage tanks,
respectively.
1.2  ENVIRONMENTAL IMPACT
     The control options in Tables 1-1 and 1-2 are listed in order of
increasing emissions control potential.  The only options having any
adverse environmental impacts are those which would require that each
tank be fitted to a vapor control system  (Options IV and V for new and
existing tanks, respectively).  Tables 1-3 and 1-4 present an assessment
of the environmental, energy, and economic impacts for each of the control
options for existing and new sources, respectively. As shown in these two
tables, the most attractive options from  an environmental viewpoint are
Option V for new tanks and Option VI for  existing tanks.  These two
options would prohibit the storage of benzene in new tanks and existing
tanks, respectively.
                                  1-1

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Table 1-1.  CONTROL OPTIONS FOR EXISTING BENZENE STORAGE TANKS
 t  Option 0 - Baseline (no additional standard)

 •  Option I - Each fixed-roof storage tank must be retrofitted with an
    internal floating roof (contact or noncontact).

 •  Option II - Each fixed-roof storage tank must be retrofitted with an
    internal floating roof (contact or noncontact); each external
    floating-roof storage tank must be retrofitted with a secondary
    seal.

 •  Option III - Each fixed-roof, external floating-roof, and internal
    floating-roof storage tank must be converted to a contact internal
    floating-roof storage tank with a liquid-mounted primary seal.

 •  Option IV - Each fixed-roof, external floating-roof, and internal
    floating-roof storage tank must be converted to a contact internal
    floating-roof storage tank with a liquid-mounted primary seal and a
    continuous secondary seal.

 •  Option V - Each fixed-roof, external floating-roof, and internal
    floating-roof storage tank must be fitted to a vapor control system.
    Two vapor control systems which have been analyzed in detail include:

    A.  Steam-regenerated carbon adsorption system.

    B.  Thermal oxidation system.

 »  Option VI - Prohibit the storage of benzene in tanks.
                                1-2

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  Table 1-2.  CONTROL OPTIONS FOR NEW BENZENE STORAGE TANKS
•  Option 0 - Baseline (no additional standard)
•  Option I - Each fixed-roof storage tank must have an internal  floating
   roof (contact or noncontact).
•  Option II - Each storage tank must have a contact internal  floating
   roof with a liquid-mounted primary seal.
•  Option III - Each storage tank must have a contact internal floating
   roof with a liquid-mounted primary seal and a continuous secondary seal
•  Option IV - Each storage tank must be fitted to a vapor control  system.
   Two vapor control systems which have been analyzed in detail  include:
   A.  Steam-regenerated carbon adsorption system.
   B.  Thermal oxidation system.
0  Option V - Prohibit the storage of benzene in tanks.
                               1-3

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1.3' ECONOMIC IMPACT
     Except for the control options which would prohibit the storage of
benzene in tanks (Options V and VI for new and existing tanks,  respectively)
and those which would require that each tank be fitted to a vapor control
system (Options IV and V for new and existing tanks, respectively) the
economic impacts are inconsequential, resulting in a maximum price increase
of benzene of only 0.104 percent.   The impacts associated with the options
which would require the use of vapor control systems are also quite
small; however, in comparison with less stringent options, the vapor  ,
control options are much more expensive, costing roughly three to ten
times as much.  The options which would prohibit the storage of benzene
in tanks would result in the most severe economic impacts to industry of
any of the options considered.
                                 1-6

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                           2.   INTRODUCTION


2.1  BACKGROUND

     On October 10, 1979, the Environmental Protection Agency proposed

"Policies, and Procedures for Identifying, Assessing, and Regulating

Airborne Substances Posing a Risk of Cancer" (44 FR 58642).   All  stan-

dards for carcinogens regulated under Section 112 of the Clean Air Act

are being developed in accordance with these proposed policies and pro-

cedures.  The following is a section quoted from the "Policies and

Procedures," which describes the procedures for establishing standards

once the decision has been made to regulate a pollutant.

     (2)  The Proposed EPA Approach

          The standard-setting policy proposed today requires, as a
     minimum, the use of "best available technology" (BAT) to control
     emissions from source categories presenting significant risks
     to public health.  The policy would also require additional
     controls, as necessary, to eliminate "unreasonable residual
     risks" remaining after the use of best available technology.
     This approach is a judgmental one, designed to protect the
     public health with an ample margin of safety from risks
     associated with exposure to airborne carcinogens.  The imple-
     menting procedure described below puts prime emphasis on public
     health, consistent with section 112, but permits consideration
     of economic impacts and benefits of the activity in setting   ~
     standards for each source category.  Uncertainties in the
     assessments of risks, costs, and potential benefits, as well as
     the distributional (equity) problems of various situations,
     would also be considered fn setting standards.
              »     •          '        -       '    :          ."'.'•'
     (a) Source Categories Regulated

          The first step in establishing standards and; requirements
     for pollutants listed under section 112 under this proposed
     policy is the determination of which categories of sources
     emitting the pollutants will be regulated, and in what order
     regulations will be developed.  Although a pollutant may
                                 2-1

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have been listed because emissions from a particular source
category pose a significant risk, other source categories
may also emit the pollutant in lesser amounts.  This may
occur, for example, because the sources process very little
of the substance, because the substance is present in only
trace amounts in the sources' raw materials, or because
sources have installed adequate controls on their own initia-
tive or in response to other regulatory requirements.

     The Administrator will therefore propose regulations
only for those source categories which may pose significant
risks to public health.  The determination of whether a
source category emitting a listed pollutant poses a significant
risk will be made on essentially the same basis as the
listing decision, except that the more detailed exposure
analysis and risk assessment then available will be used in
lieu of the preliminary information used in the listing
decision.  As in the listing decision, the risk assessment
will be used to indicate the existence of a significant risk
where the exposure analysis alone is insufficient, but will
not be used as evidence that a significant risk does not
exist where the exposure analysis indicates to the contrary.

(b) Priorities for the Development of Standards

     EPA anticipates that a substantial number of substances
will be listed as carcinogenic air pollutants under section 112
in the near future.  It is also likely that many of these
substances will be emitted in significant quantities
from more than one source category.  As a result, EPA will
need to develop emission standards and other requirements
for a large number of source categories emitting these           ;
substances.  At least until generic standards can be ^eveloped
for large groups of these sources, the resources that would
be necessary to complete this task immediately far exceed
those available to EPA for this purpose.  Today's proposal
therefore provides for the assignment of priorities to
significant source categories for the development of these
regulations, through publicly stated criteria and announced
decisions.

     Under today's proposal, source categories posing significant
risks will be assigned priority status (high, medium, or
low) for further regulatory action (beyond generic standards)
on the basis of: (1) the magnitude of projected total excess
cancer incidence associated with current and future source
euissions; (2) magnitude of cancer risks for the most exposed
individuals; (3) ease of expeditious standards development
and implementation; and (4) feasibility of significant
improvements in controls.  In addition, significant sources
of more than one carcinogen may be given priority over
                            2-2

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single-pollutant sources, based on the sum of risks from the
emitted substances.

     A high priority will be assigned, for example* to a source
category constituting an important problem requiring immediate
attention, or where risks are somewhat lower but an appropriate
regulatory solution is both feasible and readily available.
Source categories assigned medium priority will generally be
those that present lower risks and will be scheduled for stan-
dard development as resources become available.  Lower risk
source categories for which the extent of feasible control may
be substantially limited will be assigned low priority for
regulation development.   Assignment to the low priority category
will generally mean that active development of regulations will
not begin until there is some change in the factors which led
to the assignment, or until higher priority actions have been
completed.

(c) Regulatory Options Analysis

     EPA will perform detailed analyses to identify alternative,
technologically feasible control options and the economic,
energy, and environmental impacts that would result from their
application.   Where substitution is determined to be a feasible
option, the benefits of continued use of the substance or
process will  be considered.  These analyses will rely primarily
on the procedures and techniques employed by EPA for developing
New Source Performance Standards under section 111  of the Act.

     The identification of feasible control options will initially
survey the existing control devices at the sources within a
particular category to determine the best controls currently in
use.  The potential emission points of the listed pollutant at
a particular kind of facility will also be identified, as will
possible emissions of carcinogens other than the specific one
understudy.   EPA will, in addition, examine the applicability
of available technologies which are not currently used by the
industry to control the pollutant of concern (technology transfer)
but which have been demonstrated in pilot tests or other indus-
trial applications.  Finally, the availability and adequacy of
substitutes which would eliminate some or all emissions of the
pollutant will be assessed.

     Once the technologically feasible control alternatives,
which may range from no further control to a complete ban on
emissions, have been identified, the environmental, economic
and energy impacts of these options will be determined.  Consider-
ations in these impact assessments will include for each option:
the number of plant closures predicted and the direct impact on
employment and end product prices; the impact on growth and
                            2-3

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expansion of the industry; the resulting changes in profitability;
capital availability for control equipment; the impacts from
the availability of substitute products and foreign imports;
the potential increases in national energy consumption; and the
impacts on other environmental media including increased water    ]
pollution and solid waste disposal.  On the basis of these
assessments, one of the control options identified will be
designated as the "best available technology" for the control of
emissions from the sources in the category.  This level of
control will be that technology, which in the judgment of the
Administrator, is the most advanced level of control adequately
demonstrated, considering economic, energy, and environmental
impacts.

     The control level designated "best available technology"
may be different for new and existing facilities in a category.
For practical purposes, this level of control for new sources
will, as a minimum, be equivalent to that which would be selected
as the basis for a New Source Performance Standard (NSPS) under
section III.  The requirement of "best available technology" for
new sources would consider "economic feasibility" and would not
preclude new construction.

     The selection of BAT for existing sources may require
consideration of the technological problems associated with
retrofit and related differences in the economic, energy, and
environmental impacts.  In practice, BAT for existing sources
would consider economic feasibility and would not exceed the
most advanced level of technology that at least most members of
an industry could afford without plant closures.

(d) Minimum Requirements for Existing Sources

     Final section 112 standards will require existing sources
in any regulated source category, as a minimum, to limit their
emissions to the levels corresponding to the use of "best
available technology."   This requirement is based on the
Administrator's judgment that any risks that could be avoided     :
through the use of these feasible control measures are unreason-
able.  Whether BAT controls are sufficient to protect public
health will'be determined by a subsequent evaluation of the
remaining risks.

(e) Determination of Unreasonable Residual Risk For
    Existing Sources

     Following the identification of BAT for existing sources,
the quantitative risk assessment described earlier will be used   ;
to determine the risks remaining after the application of BAT
to the source category.   If the residual  risks are not judged
by the Administrator to be unreasonable,  further controls would
                            2-4

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not be required.   If, however, there is a finding of unreasonable
residual risk, a more stringent alternative would be required.
Among the possible alternatives would be the immediate applica-
tion of more restrictive emission standards, including those
based on more extensive use of substitutes, and scheduled or
phased reductions in permissible emissions.  The alternative
selected would be that necessary, in the Administrator's judgment,
to eliminate the unreasonable residual risks.

     Given the differences in the degree of certainty in risk
estimates, in the numbers of people exposed, in benefits, in
the distribution of risks and benefits, in the costs of controls,
in the availability of substitutes, and in other relevant
factors, it is not possible to state any precise formula for
determining unreasonable residual risk.  The determination will
necessarily be a matter of judgment for each category involved.   .
Nevertheless, the process followed and the various factors
involved can be outlined.

     The determination of unreasonable residual risk will be
based primarily on public health, and will require protection
with an ample margin of safety. To the extent possible, quanti-
tative or qualitative estimates of various factors will be made
for purposes of comparison.  Among these are:   (1) the range of
total-expected cancer incidence and other health effects in the
existing and future exposed populations through the anticipated
operating life of existing sources; (2) the range of health
risks to the most exposed individuals; (3) readily identifiable
benefits of the substance or activity; (4) the economic impacts
of requiring additional control measures; (5) the distribution
of the benefits of the activity versus the risks it causes; and
(6) other possible health and environmental effects resulting
from the increased use of substitutes.
                            2-5

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              3.  INDUSTRY DESCRIPTION AND MODEL PLANTS
3.1  INTRODUCTION
     Generally, benzene storage tanks can be found in three types of
facilities:  (1) benzene producing facilities such as refineries; (2) benzene
consuming facilities such as chemical plants; and (3) bulk storage terminals.
Of the 143 facilities which are known to store benzene,3 62 (43 percent)
are benzene producers, 77 (54 percent) are benzene consumers, and 4
(3 percent) are bulk storage terminals.   Benzene storage tanks used at
coke oven byproduct facilities have been excluded from the tank inventory
because a separate standard is being developed for these tanks.
     Three types of tanks are used for benzene storage:   fixed-roof
tanks, external floating-roof tanks, and internal floating-roof tanks.   A
detailed description of these types of tanks and their sources of emis-
sions follows.   In addition, the methods for estimating the emissions
from tanks, as well as the estimated national baseline emissions, are
presented.
                                                                        1
3.2  BENZENE STORAGE TANKS
     Based on information obtained from the Chemical Economics Handbook,
an Environmental Protection Agency (EPA) draft report,  responses to
Section 114 letters, and other correspondence, there are 494 benzene
storage tanks nationwide.9  Of these, 177 are fixed-roof tanks, 28 are
external floating-roof tanks, and 289 are internal floating-roof tanks.
These represent about 36 percent, 6 percent, and 58 percent, respectively,
of the 494 tanks.
3.2.1  Types of Storage Tanks
     3.2.1.1  Fixed-Roof Tanks.  Of presently employed tank designs, the
fixed-roof tank is the least expensive to construct and is generally
 Base year 1979.
                                 3-1

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considered as the minimum acceptable tank for the storage of petroleum
liquids such as benzene.  A typical fixed-roof tank, which is shown in
Figure 3-1, consists of a cylindrical steel shell with a cone- or dome-
shaped roof which is permanently affixed to the tank shell.  A breather
valve (pressure-vacuum valve), which is commonly installed on many fixed-
roof tanks, allows the tank to operate at a slight internal pressure or
vacuum.  Because this valve prevents the release of vapors only during
very small changes in temperature, barometric pressure, or liquid level,
the emissions from a fixed-roof tank can be appreciable.
     3.2.1.2  External Floating-Roof Tanks.  A typical external floating-roof
tank is shown in Figure 3-2.  This type of tank consists of a cylindrical
steel shell equipped with a deck or roof which floats on the surface of
the stored liquid, rising and falling with the liquid level.  The liquid
surface is completely covered by the floating roof except in the small
annular space between the roof and the tank wall.  A seal attached to the
roof contacts the tank wall (except for small gaps in some-cases) and
covers the remaining area.  The seal slides against the tank wall as the
roof is raised or lowered.
     3.2.1.3  Internal Floating-Roof Tanks.  An internal floating-roof
tank has both a permanently-affixed roof and a roof that floats on the
liquid surface (contact roof) or is supported on pontoons several inches
above the liquid surface (noncontact roof) inside the tank.  (Typical
contact and noncontact internal floating-roof tanks are shown in Figure 3-3a
and 3-3b, respectively.)  The internal floating roof rises and falls with
the liquid level.  Contact-type roofs include:  (1) aluminum sandwich
panel roofs with a honeycombed aluminum core floating in contact with the
liquid, and (2) pan-type steel roofs floating in contact with the liquid
with or without the aid of pontoons.  Noncontact-type roofs typically
consist of an aluminum deck on an aluminum grid framework supported above
the liquid surface by tubular aluminum pontoons.   Both types of internal
floating roofs, like external floating roofs, commonly incorporate flexible
perimeter seals or wipers which slide against the tank wall as the roof
moves up and down.   In addition, circulation vents and an open vent at
the top of the fixed roof are provided to minimize the possibility of
                                 3-2

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   PRESSURE-VACUUM
        VALVE
GAUGE HATCH
TANK SUPPORT
  COLUMN
        ACCESS
         PORT
                    MANHOLE
                                                                   NOZZLE
                                                                   (FOR SUBMERGED FILL
                                                                   OR DRAINAGE)
                         Figure 3-1.  Typical fixed-roof tank.'
                                         3-3

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Figure 3-2.  External floating-roof tank.'
                    3-4

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                                                Center Vent
Peripheral Roof Vent/
Inspection Hatch    ~
     % Inch Diameter
     SS Ground Cables
       Primary Seal
     Access Port

                                                           •Tank Support Column with Column Hell


                          a.   Contact internal  floating  roof.
                                                  Center Vent
Peripheral Roof Vent/
Inspection Hatch
    fc Inch Diameter
    SS Ground Cables
      Primary Seal
       Access Port
R1m Pontoons
               R1m Plate
                         R1m Pontoons
                                                           •Tank Support Column with Column Well
                                                         •Vapor Space
                            b.  Noncontact  internal floating roof.



                Figure  3-3(a,b).    Internal floating-roof tanks.
                                            3-5

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hydrocarbon vapors accumulating in concentrations approaching the flammable
range.
3.2.2  Types of Primary Seals
     3.2.2.1  External Floating Roofs.   There are basically three types
of primary seals used on external floating roofs:  mechanical shoe seals,
liquid-filled seals, and resilient foam-filled seals.   Although there are
other designs, these three comprise the vast majority of primary seals in
use today.  A primary seal serves as a vapor conservation device by
closing the annular vapor space between the edge of the floating roof and
the tank wall.
     3.2.2.1.1  Mechanical shoe seal.  A mechanical shoe seal, otherwise
known as a metallic shoe seal (Figure 3-4a), is characterized by a 75- to
130-cm high (30- to 51-inch high) metallic sheet (the "shoe") held against
the vertical tank wall.  The shoe is connected by braces to the floating
roof and is held tightly against the wall by springs or weighted levers.
A flexible coated fabric (the "envelope") is suspended from the shoe seal
to the floating roof to form a gastight cover over the annular space
between the roof and the primary seal.
     3.2.2.1.2  Liquid-filled seal.  A liquid-filled seal (Figure 3-4b)
may be a tough fabric band or envelope filled with a liquid, or it may be
a 20- to 25-cm (8- to 10-inch) diameter flexible polymeric tube filled
with a liquid and sheathed with a tough fabric scuff band.  The liquid is
commonly a petroleum distillate or other  liquid which will not contaminate
the stored product if the tube ruptures.  Liquid-filled seals are mounted
on the product liquid surface (liquid-mounted) with no vapor space below
the seal.
     3.2.2.1.3  Resilient foam-filled seal.  A resilient foam-filled seal
is similar to a liquid-filled seal except that a resilient foam log is
used in place of the liquid.  Because of the resiliency of the foam log,
the seal can adapt itself to some tank shell out-of-roundness and defor-
mations of the tank wall.  The foam log may be mounted several inches
above the liquid surface (vapor-mounted) or on the liquid surface
(liquid-mounted).  Typical vapor-mounted and liquid-mounted foam-filled
seals are shown in Figures 3-4c and 3-4d, respectively.
                                 3-6

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       .Tank Wall
                   Floating Roof
                 Vapor Space
 a.  Metallic shoe seal.
    A
 Tank
 Wall
            Metallic Weather
                 Shield
                   Floating Roof

                  Seal  Fabri c
                -Resilient Foam
                - Vapor Space
 c.  Resilient foam-filled seal
     (vapor-mounted) with weather
     seal.
                                        Tank
                                        Wall
            Metallic Weather
        *S       Shield
 Scuff BandX
           \>
                 Floating Roof
                                                       Liquid Filled
                                                           Tube
 b.   Liquid-filled seal  with  weather-
     shield.
Tank
Wall
           Metallic Weather
                Shield
                 Floating Roof


              J.Seal  Fabric

               Resilient Foam
 d.   Resilient  foam-filled seal
     (liquid-mounted) with weather
     seal.
Figure 3-4(a-d).  Typical primary seals on external floating roofs.
                                3-7

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     3.2.2.1.4  Weather shield.  A weather shield (Figures 3-4b, 3-4c,
and 3-4d) may be installed over the primary seal to protect it from
deterioration caused by debris and exposure to the elements.   Typically,
a weather shield is an arrangement of overlapping thin metallic sheets
pivoted from the floating roof to ride against the tank wall.
     3.2.2.2  Internal Floating Roofs.  Internal floating roofs typically
incorporate one of two types of flexible, product-resistant primary
seals:  either resilient foam-filled seals or wiper seals.  Similar to
the types of seals employed on external floating roofs, each of these
seals closes the annular vapor space between the edge of the floating  ,
roof and the tank wall.  In addition, each seal compensates for tank wall
irregularities and, thus, allows the roof to move freely up and down in
the tank without binding.
     3.2.2.2.1  Resilient foam-filled seal.  A resilient foam-filled seal
used on an internal floating roof consists of a tough fabric envelope
stuffed with open cell foam.  This type of seal can either be vapor-mounted
(Figure 3-5a) or liquid-mounted (3-5b).
     3.2.2.2.2  Wiper seal.  A closed-cell, or other type of elastomeric
wiper seal (Figure 3-5c) can also be used to close the annular vapor
space.  This type of seal, which is generally vapor-mounted, can either
be continuous around the circumference of the floating roof
(continuous-type seal), or it can consist of overlapping segments of seal
material (shingle-type seal).
3.2.3  Storage Tank Emissions and Emissions Equations
     3.2.3.1  Fixed-Roof Tank Emissions.  The two major types of emissions
from fixed-roof tanks are breathing loss aind working loss.  Breathing
loss is the expulsion of vapor from a tank due to vapor expansion and
contraction resulting from diurnal temperature and barometric pressure
changes.  It occurs in the absence of any liquid level change in the
tank.
     Filling loss is associated with an  increase of the liquid level in
the tank.  The vapors are expelled from the tank when the pressure inside
the tank exceeds the relief pressure as a result of filling.  Emptying
loss occurs when air drawn into the tank during liquid removal becomes
                                 3-8

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Tank wall
                                      Contact internal floating roof
                                      /aluminum sandwich panel roof)
         *•	V      L
        Resilient foam-filled seal
           a.   Resilient foam-filled seal  (vapor-mounted).
  Note:   v - vapor
         L - liquid
         Resilient foam-filled seal
                       /Contact internal floating roof
                      /(pan-type steel roof)         /
  Tank wall
          b.   Resilient foam-filled  seal  (liquid-mounted),
  Note:   v - vapor
         L - liquid
        lastomeric wiper seal
                                    Noncontact  internal  floating roof
                                                   5
                                Pontoon^
  \      ^Metainseal  ring
  Tank wall
                     c.   Elastomeric  wiper  seal.
  Note:   v - vapor
         L - liquid
Figure 3-5(a-c).  Typical primary seals on internal floating roofs.3


                                 3-9

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saturated with hydrocarbon vapor and expands, thus exceeding the capacity
of the vapor space.  The combined loss from filling and emptying is
called "working loss."
     3.2.3.1.1  Fixed-roof tanks emissions equations.   The AP-42 emissions
equations for breathing and working losses were used to estimate benzene
emissions from fixed-roof tanks.   However, breathing losses calculated
using these equations were discounted by a factor of four in light of
test results released by EPA,  the Western Oil and Gas Association (WOGA),
                                                                         Q
and the German Society for Petroleum Science and Carbon Chemistry (DGMK).
These results, which are discussed in Appendix C, indicate that AP-42
tends to overestimate the actual breathing losses from fixed-roof tanks
by roughly a factor of four.  The working losses have not been adjusted,
because initial testing indicates that AP-42 is fairly accurate for
estimating these losses.  The equations used to estimate emissions from
fixed-roof tanks follow:
    (D
 |4 7 _
                                     0.68
                                           01.73 H0. 51 AT0.5
= 1.09 x 10-8 MvPKnVN
                                                                     (3-3)
where, LT = total loss (Mg/yr)
       LB = breathing loss (Mg/yr)
       Ly = working loss (Mg/yr)
       My = molecular weight of product vapor (Ib/lb mole);
            78.1 Ib/lb mole for benzene
        P = true. vapor pressure of product (psia); 1.5 psia assumed
            for this study
        D = tank diameter (ft)
        H = average vapor space height = tank height/2 (ft)
       AT = average diurnal temperature change in °F; 15°F assumed for
            this study
       F  = paint factor; l.b for clean white paint was used
        C = tank diameter factor;
            for diameter ^ 30 feet, C = 1                              ,
            for diameter < 30 feet, C = 0.0771 D - 0.0013 D2 - 0.1334  :
                                 3-10                                  :

-------
        N = number of turnovers per year
       K  = turnover factor;
            for number of turnovers, N S 36,  Kn =
180 + N
  6N
            for number of turnovers,  N < 36,  Kn = 1
        V = tank capacity (gal).
     3.2.3.2  Internal and External  Floating-Roof Tank Emissions.
Standing-storage loss, which results  from causes other than breathing or
change in the liquid level, constitutes one source of emissions from
internal and external floating-roof tanks.   The largest potential  source
of this loss is from gaps between the seal  and the tank wall.   As  a
result of these gaps, some portion of the liquid surface is exposed to
the atmosphere.  When air flow across the tank creates pressure differences
around the floating roof, air flows into the annular vapor space on the
leeward side and an air-vapor mixture flows out on the windward side.
     Withdrawal loss is another source of emissions from internal  and
external floating-roof tanks.  Withdrawal loss is the vaporization of
liquid from a wetted tank wall when a floating roof is lowered by withdrawal
of liquid.
     Fitting loss, which is a result of penetrations in the roof for deck
fittings, roof column supports, or other openings, can also account for
significant emissions from internal floating-roof tanks.  However, this
loss is not a significant source of emissions from external floating-roof
tanks.
     3.2.3.2.1  Internal and external floating-roof tank emissions equations.
Benzene emissions from external floating-roof, noncontact internal floating-
roof, and contact internal floating-roof storage tanks were estimated
                                                                   g
using equations based on a pilot test tank study conducted for EPA.
Descriptions of the  tank,  test methods, and data obtained from this  study
are presented  in Appendix  C.
      From the  equations  presented below, it was possible to estimate the
total evaporation loss (U-), which is the  sum  of the withdrawal loss
 (LWD),  the  seal  loss (L$), and the fitting loss  (Lp).
                            LT =  LWD
                (3-4)
                                  3-11

-------
Ls =
Vn Mv D
  	 Kit/  1 /''I ftjl
,- = NK,- V  M,
                               _ 0.943 QCWL
f
[1 H
v»u
P
(14.
U, "
2205D
>
7)
1 ,0.5,2
14. 7J J
(14.
7)
n • + r-\ - " -\0- 5-,v
             V
               • ii •*• t i •«• 	
                           14.7J
                                                    1
                                                   2205
                                                    1
                                                   2205
                                                                 (3-5)
                                                           (3-6)
                                                           (3-7)
where, L,. = total loss (Mg/yr)
      L,p. = withdrawal loss (Mg/yr)
       LS = seal loss (Mg/yr)                                          i
       Lp = fitting loss (Mg/yr)
       M,, = molecular weight of product vapor (Ib/lb mole);
            78.1 Ib/lb mole for benzene
        P = true vapor pressure of product (psia); 1.5 psia assumed for
            this study                                                 i
        D = tank diameter (ft)
       •WL = density of product (Ib/gal); 7.37 Ib/gal for benzene
        V = average wind speed for the tank site (mph);
            10 mph average wind speed assumed for this sturdy
        Q = product average throughput (bbl/yr);
            tank capacity (bbl/turnover) x turnovers/yr
       KS = seal factor; see Table 3-1
       KF = fitting factor; see Table 3-2
        n = seal wind speed exponent; see Table 3-1
        m = fitting wind speed exponent; see Table 3-2
        C = product withdrawal shell clingage factor (bbl/(ft2 x 103));
            use 0.0015 bbl/(ft2 x 10s) for benzene in a welded steel tank
            with light rust
        N = fitting multiplier; see Table 3-3.         -.                i
                                 3-12

-------
                 Table 3-1.  EMISSION FACTORS K$ AND rf

Roof and seal combinations
Contact internal floating roof
Liquid-mounted primary seal only
Liquid-mounted primary seal and
continuous secondary seal
Noncontact internal floating roof with
vapor-mounted primary and secondary seals
External floating roof
Primary seal only
Primary and secondary seals
K a
KS

12.7
3.6
10.3

48.6
57.7
nb

0.4
0.7
1.0

0.7
0.2
 KS - seal factor.
 n -  seal wind speed exponent.
  Table 3-2,  SUMMARY OF EMISSION FACTORS KF AND m FOR FLOATING ROOFS"
Case
number
             Roof
          description
m
  1
  2
Contact internal floating roof   132
Noncontact internal floating
roof                             309
External floating roof             0
0

0.3
0
JKp - fitting factor.
Dm  - fitting wind speed exponent.
                                    3-13

-------
             Table 3-3.  FITTING MULTIPLIERS'
  tank diameter
      (ft)
    N
 fi tti ng
multiplier
      D <
 20 <_ D < 75
 75 £ D < 100
100 £ D < 120
125 <_ D < 150
150 < D < 175
175 < D < 200
   0.5
   1
   2
   3
   4
   5
   6
                            3-14

-------
3.3  BASELINE EMISSIONS
     The baseline assumptions and the national  baseline benzene emissions
from storage tanks are discussed in this section.   In addition, the model
plants used for estimating the emissions and the number of each type of
model plant are presented.
3.3.1  Development of the Baseline
     3.3.1.1  Existing Tanks.  The baseline for existing tanks is the
Control Techniques Guideline (CTG) for fixed-roof tanks (Control of Volatile
Organic Emissions from Storage of Petroleum Liquids in Fixed-Roof Tanks)
issued in December, 1977 (EPA-450/2-77-036).3  This CTG recommends that
all fixed-roof tanks which have capacities greater than 150,000 liters
and which store volatile petroleum liquids (true vapor pressure greater
                                                         3
than 10.5 kPa or 1.52 psia) have internal floating roofs.    Storage tanks
with capacities less than 150,000 liters, which are generally fixed-roof
tanks, would be unaffected by the CTG.  Because cost data indicate that a
noncontact  internal floating roof is generally cheaper than a contact
internal floating roof of the same size, the tanks affected by the CTG
are assumed to have noncontact internal floating roofs.
     In addition, it is assumed that the model plants being developed
would most  likely be located in nonattainment areas for ozone.  This
assumption  is made because 115 (about 80 percent) of the 143 benzene
storage facilities are located in nonattainment areas for ozone.  Each
area which  is classified  as  an ozone nonattainment area is required to
adopt  a standard for fixed-roof tanks at least as effective in  reducing
emissions as the fixed-roof  tank CTG.
     3.3.1.2  New Tanks.  The baseline  for new tanks is the New Source
Performance Standard  (NSPS)  for petroleum  liquid storage tanks  ("Petroleum
Liquid Storage Vessels; Standards of  Performance for New Stationary
Sources") promulgated  on  April 4, 1980  (45 FR 23374).  This NSPS  requires
that each benzene  storage tank which  is constructed  after May  18,  1978,
and which has  a  capacity  greater  than about  150,000  liters, have  either
(1) an external  floating  roof with  primary and  secondary  seals,  or  (2)  a
fixed roof  and  an  internal  floating roof.  (The  use  of secondary  seals  as
an emissions  control  technique  is  discussed  in  Chapter 4.)  Storage  tanks
                                  3-15

-------
 with capacities less than 150,000 liters,  which are generally fixed-roof
 tanks,  would be unaffected by the NSPS.
 3.3.2  Development of Model Plants                                    ;
      In order to develop a representative  set of model  plants for evaluating
 the environmental, energy, and economic impacts of controlling benzene
 emissions from benzene storage tanks, surveys were conducted of facilities
 having benzene storage tanks.1'2'10'11'12   These facilities included
 benzene producers, consumers, and bulk storage terminals.   The surveys
 were instituted to obtain information on the benzene throughput, types
 and sizes of benzene storage tanks, and types of control equipment at
 each facility.
      Using rated plant capacities from the Chemical Economics Handbook^
 each of the 62 producers  listed  in Table 3-4 was classified as either a
 large benzene producer or a small benzene producer.  Each producer with a
 rated capacity above the  median  capacity for all the producers was classified
 as a large producer, while each  producer with a rated capacity below the
 median was classified as  a small producer,.
      Subsequently,  information acquired from the survey of producers,
 consumers, and bulk storage terminals storing benzene was used to estimate
 the numbers types,  and sizes of  benzene storage tanks at a typical pro-
 ducer, consumer,  and bulk storage terminal, respectively.  For those
 storage tanks for which  only tank capacity was given, the oiameter and
 height were estimated using existing data from the  survey as well as
 standardized  tables of capacity  versus tank dimensions.  In  addition, for
 those  storage tanks listed only  as floating-roof tanks  (i.e., no distinc-
, tion made between internal or external floating roof),  it was assumed
 that all were internal floating-roof tanks.  This  assumption was based on
 information which indicated that 87 percent of the  floating-roof tanks
 surveyed were internal floating-roof tanks.  The survey also  indicated
 that approximately  half  of these tanks were contact internal  floating-roof
 tanks  and half were noncontact  internal floating-roof tanks.
      The model plants developed  from this analysis  and  from  a consideration
 of the baselines  for  new and  existing  tanks are presented  in Table  3-5,.
 Using  these models  and  the emissions equations presented in           •
                                   3-16

-------
Table 3-4.  PLANTS  WITH BENZENE STORAGE TANKS
                      1.  PRODUCERS
                                               1,2,10,11,12
Region/Company Size
Region II
Exxon
Texaco
Ashland Oil
Comnonweatth Oil
Phillips
Amerada Hess
Region III
Getty
Gulf Oil
Standard Oil
Sun Oil
Region IV
Triangle Reflneriss
Ashland Oil
Chevron
Region V
Shell Oil
Union Oil
DOW Chemical
Sun Oil
Region VI
Cities Services
DOW Chemical •
Exxon
Gulf Oil
Pennzoil United
Tenneco
Union Carbide
Sun Oil
American Petrofina
Amoco (Standard)
Atlantic Richfield
Atlantic Richfield
Champlin
Charter International
.Coastal States
Cosden (American
Petrofina)
Crown Central
Crown Central
DOW Chemical
Exxon
Gulf Oil
Howell
Independent Refining
S
L
S
L
L
L

S
L
S
S

S
I
S

L
S
L
L

S
L
L
L
L
S
L
S
S
L
L
L
S
S
L
L
S
S
L
L
L
S
S
State
HJ
NJ
NY
PR
PR
VI

DE
PA
PA
PA

AS.
KY
MS

11
IL
MI
OH

LA
LA
LA
LA
LA
LA
LA
OK
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
City
Linden
Hestville
N. Tonawanda
Penuel as
Guayama
St. Croix

Delaware City
Philadelphia
Marcus Hook
Marcus Hook

Mobile
Catlettsburg
Pascagoula

Wood River
Lemont
Bay City
Toledo

Lake Charles
Plaquemine
Baton Rouge
Belle Chasse
(Alliance)
Shreveport
Chalmette
Taft
Tulsa
Port Arthur
Texas City
Channelview
Houston
Corpus Christi
Houston
Corpus Christi
Big Spring
Houston
Pasadena
Freeport
Baytown
Port Arthur
San Antonio
Minnie
County
Union
Glouchester
Niagara




New Castle
Philadelphia
Del aware
Del aware

Mobile
Boyd
Jackson

Madison
Cook
Bay
Lucas

Calcasieu
Iberville
E. Baton Rouge
Plaquesiines
Caddo
St. Bernard
St. Charles
Tulsa
Jefferson
Galveston
Harris
Harris
Nueces
Harris
Nueces
Howard
Harris
Harris
Bra z or i a
Harris
Jefferson
Bexar
Chambers
. AQCRb
043
045
162
244
244
247

045
045
151
151

005
103
005

070
067
122
124

106
106
106
106
022
106
106
186 .
106
216
216
216
214
216
214
218
216
216
216
216
106
217
216
Oxidant
attainment
status
NA
NA
NA
A
A
A

NA
NA
NA
NA

NA
NA
A

NA
NA
NA
NA

NA
NA
HA
A-UNCL
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
A-UHCL
NA
NA
NA
NA
NA
NA
NA
                    (continued)
                        3-17

-------
Table 3-4.  Continued

Region/Company Size
Kerr-McGee . S
Marathon Oil S
Mobil Oil L
Monsanto L
Monsanto L
Phillips S
Phillips S
Quintana Howell S
Shell Oil L
Shell Oil . S
South Western S
Suntide (Sun) L
Texaco L
Union Pacific S
Union 76 S
Region VII
Getty S
Region IX
Atlantic Richfield S
Arco S
Chevron (Standard) S
Chevron (Standard) S
Hawaiian Independent S
Standard Oil S

Region/Company State
Reqion II
American Cyanamid NJ
DuPont NJ
Exxon NJ
Hurcael Chemical NJ
Reichhold NJ
Standard Chlorine
Chemical NJ
Tenneco NJ
Texaco NJ
Allied Chemical NY
ICC Industries NY
Commonwealth Oil PR
Corco Refining PR
Phillips PR
Union Carbide RP
Region III
Standard Chlorine
Chemical DE
— 	 : 	
State City County
TX Corpus Christi Nueces
TX Texas City Galveston
TX Beaumont Jefferson
TX Alvin Brazoria
TX Texas City Galveston
TX Borger Hutchinson
TX Sweeny Brazoria
TX Corpus Chr'isti Nueces
TX Deer Park Harris
TX . Odessa Ector
TX Corpus Chrfsti Nueces
TX Corpus Christi Nueces
TX Port Arthur Oefferson
TX Corpus Christi Nueces
TX Nederland Jefferson

KS El Dorado Butler

CA Carson Los Angeles
(Wilmington)
CA Long Beach: Los Angeles
CA El Segundo Los Angeles
CA Richmond Contra Costa
HI Honolulu Honolulu
HI Honolulu Honolulu
11. CONSUMERS
City County

Bound Brook Somerset
Gibbstown Glouchester
Linden Union
S. Plainfield Middlesex
Elizabeth Union
Kearney Hudson
Fords Middlesex
Hestville Glouchester
Syracuse Onondaga
Niagara Falls Niagara
Penuelas
Talluboa Penuelas Guayanilla
Guayana
Penuelas

Delaware City New Castle

Oxidant
AQCRb attainment
status
214
216
106
216 ..-.
216
211
216
214
216
218
214
214
106
214
106

099

024
024
024
030
oeq
060

NA
NA
NA
NA
NA
A-UMCL
NA
NA
NA
NA
NA
NA
NA
NA
NA

A

NA
NA
NA
NA
A-UNCL
A-UNCL

Oxidant
AQCR attainment
status

043
045
043
150
043
150
150
045
158
162
244
244
244
1 244

045

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
A
A
A
A

NA
       (continued)




           3-18

-------
Table 3-4.  Continued

Region/Company

Continental Oil
Atlantic Richfield
Gulf Oil
Koppers
Allied Chemical
American Cyanamid
Ashland Oil
Mobil
PPG Industries
Union Carbide
Region IV
Rcichhold
Ashland Oil
B. P. Goodrich
G. A. F.
01 in Corporation
First Mississippi
Region V •
Clark Oil
Monsgnto
Reichhold Chemical
DOW Chemical
DOW Chemical
Region VI
Transvaal
American Hoechst
COS-HAR
Gulf Oil
Gulf Oil
Rubicon Chemicals
Sun Company
Amoco (Standard)
Atlantic Richfield
Celanese
Celanese
Coastal States
Cosden (American
Petrofina)
Denka (Petrotex)
DOW Chemical
DuPont
El Paso Natural Gas
Exxon
Gulf Oil
Marathon Oil
Mobil Oil
Monsanto
Monsanto
Oxirane
Petro-Tex Chemical
Phillips



State

HD
PA
PA
PA
HV
UV
WV
UV
WV
HV

AL
KY
KY
KY
KY
MS.

IL
IL
IL
HI
HI

AR
LA
LA
LA
LA
LA
OK
TX
IX
TX
TX.
TX

TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX



City

Baltimore
Beaver Valley
Philadelphia
Bridgeville
Moundsville
Willow Island
Neal
New Martinsville
New Kartinsville
Charleston

Holt
Catlettsburg
Calvert City
Calvert City
Brandenburg
Pascagoula

Blue Island
Sauget
East Morris
Bay City
Midland

Jacksonville
Baton Rouge
Carville
Donaldsonville
Welcome
Geistnar
Tulsa
Texas City
Port Arthur
Clear Lake
Pampa
Corpus Christi

Big Spring
Houston
Freeport
Beaumont
Odessa
Baytown
Port Arthur
Texas City
Beaumont
Chocolate Bayou
Texas City
Channelview
Houston
Sweeny
(continued)
3-19.

County

Baltimore
Beaver
Philadelphia
Allegheny
Marshall
Pleasants
Wayne
Wetzel
Wetzel
Kanawha

Tuscaloosa
Boyd
Marshall
Marshall
Meade
Jackson

Cook
St. Clair
Grundy
Bay
Midland

Pulaski
E. Baton Rouge
Iberville
Ascension
St. Lames
Ascension
Tulsa
Galveston
Jefferson
Harris
Gray
Nueces

Howard
Harris
Brazoria
Jefferson
Ector
Harris
Jefferson
Galveston
Jefferson
Brazoria
Galveston
Harris
Harris
Brazoria


L.
AQCRb

115
197
045
195
235
179
103
335
235
232

004
103
072
072
078
005

067
070
067
122
122

016
106
106
106
106
106
186
216
106
216
211
214

218
216
216
106
218
216
106
216
106
216
216
216
216
216


Oxidant
attainment
status
NA
NA
NA
NA
A
A
A
A
A
NA

A-UHCL
NA
A-UNCL :
A-UNCL
A-UNCL
A

NA
NA
NA
NA
• NA

NA
NA
NA
NA
NA
NA
NA
NA
- NA
NA
A-UNCL
NA

A-UNCL
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA



-------
                              Table  3-4.   Concluded
Region/Company        State
                           1 '
 Standard Oil            TX
 Suntide (Sun)           TX
 Texaco                 TX
 Texas Eastman           TX
 Union Carbide           TX
 Union Pacific           TX
 Union 76               TX
 Region VII
 Getty                  KS
 Honsanto               HO
  Region IX
  Chevron                CA
  Chevron                CA
  Diamond Shamrock       CA
  Specialty Organics       CA
  Hitco Chemical          CA
  Hontrose Chemical       Ktf
                                      City
                                                         County
Texas City
Corpus Christi
Port Arthur,
Longview
Seadrift
Corpus Christi
Nederland
El Dorado
St. Louis
El Segundo
Richmond
Redwood City
Irwindale
Los Angeles (Carson)
Henderson
Galveston
Nueces
Jefferson
Gregg
Calhoun
Nueces
Jefferson
Butler
St. Louis
Los Angeles
Contra Costa
San Natep
Los Angeles
Los Angeles
Clark
AQCRb
216
214
106
022
214
214
106
099
070
024
030
030
024
024
013
Oxidant
attainment
status
NA
NA
NA
NA
A-UNCL :.
NA
NA
A
NA
NA
NA
NA
NA
NA
NA
                                   III.  BULK STORAGE TERMINALS
Region/Company
Region III
Gordon Terminal
Services Inc.
Region VI
ftnerada Hess Corp.
6ATX Terainal Corp.
Petrounited Terminals
Inc.
State

PA
TX
TX
TX
City

HcKees Rock
Houston
Houston
Seabrook
County

Alleghaney
Harris
Harris
Harris
AQCRb

197
216
216
216
Oxidant
attainment
status

NA
KA
NA
NA
  aS  = small, L =  large.
  bAQCR = Air Quality Control Region.
  CA  = attainment, NA = nonattainment, A-UNCL  = cannot be classified or better
        than national  standards.
                                          3-20

-------
















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3-21

-------
Sections 3.2.3.1.1 and 3.2.3.2.1, the national  baseline emissions from
benzene storage tanks can be estimated.
3.3.3  National Baseline Emissions
     To estimate the national baseline emissions from existing benzene'
storage tanks, it is first necessary to estimate and total  the benzene
emissions from the tanks in each of the existing model plants for whtch
the fixed-roof tank CTG is the baseline.   The baseline emissions from
each of the existing model plants, in addition to those from each of the
new model plants, are presented in Table 3-6.  The emissions estimate for
each existing model plant is then multiplied by the nationwide number of
plants of that particular type from Table 3-4.   Once this calculation is
completed for each type of existing model plant, the individual estimates
are summed to give the national baseline emissions.  This is calculated
to be about 2,200 megagrams of benzene per year.  This value represents
about 5 percent of the estimated 46,000 megagrams of benzene emitted from
                                   13
all stationary sources during 1976.
     Of the annual baseline emissions from benzene storage tanks,     [
approximately 39 megagrams (2 percent) are emitted by 34 fixed-roof
tanks.  About 390 megagrams per year (18 percent) are emitted from 28
external floating-roof tanks.  The 261 noncontact internal  floating-roof
tanks emit an estimated 1,400 megagrams per year, or 65 percent of the
total emissions.  Finally, the 171 contact internal floating-roof tanks
emit the remaining 340 megagrams, or 16 percent of the total.  (The
numbers of fixed-roof, internal floating-roof, and external floating-roof
tanks presented in this section differ from those presented in the intro-
duction to Section 3.2 because existing fixed-roof tanks are assumed to
be in compliance with the requirements of the fixed-roof tank CTG).
                                 3-22

-------
   Table 3-6.   BASELINE EMISSIONS FROM NEW AND EXISTING MODEL PLANTS
  Type of plant
Existing model plant
(megagrams per year)
  New model  plant
(megagrams per year)
Large benzene producer

Small benzene producer

Benzene consumer

Bulk storage terminal
        44

        13

         6.5

         6.5
        40

        21J
 	line emissions from new model plants are higher than those from
 existing plants because new plants are assumed to comply only
 with the minimim requirements of the Petroleum Liquid Storage Tank
 New Source Performance Standard.
                                     3-23

-------
3.4  REFERENCES FOR CHAPTER 3
 3.
 4.
 5.
 6.
 7.
 8.
 9.
10.
11.
Gunn, Thomas C., and Koon Ling Ring.  CEH Marketing Report on Benzene.
Chemical Economics Handbook, Stanford Research Institute, Menlo
Park, California.  May 1977.  p. 618..5022F-M.

U. S. Environmental Protection Agency.  Draft Report-Emission Control-
Options for the Synthetic Organic Chemicals Manufacturing Industry.
EPA Contract No. 68-02-2577.  March 1979.

U. S. Environmental Protection Agency.  Control of Volatile Organic
Emissions from Storage of Petroleum Liquids in Fixed-Roof Tanks.
EPA-450/2-77-036.  Research Triangle Park, North Carolina.
December 1977.

U. S. Environmental Protection Agency.  Control of Volatile Organic
Emissions from Petroleum Liquid Storage in External Floating Roof
Tanks.  EPA-450/2-77-047.  Research Triangle Park, North Carolina.
December 1978.

U. S. Environmental Protection Agency.  Compilation of Air Pollution
Emission Factors, Report AP-42, Third Edition.  August 1977.

U. S. Environmental Protection Agency.  Emission Test Report-Breathing
Loss Emissions from Fixed-Roof Petrochemical Storage Tanks.  EMB
Report 78-OCM-5.  Research Triangle Park, North Carolina.  February 1979.

Western Oil and Gas Association.  Hydrocarbon Emissions from Fixed-Roof
Petroleum Tanks, prepared by Engineering-Science, Inc.  Los Angeles,
California.  July 1977.
German Society for Petroleum Science
the Federal Ministry of the Interior
mination of Hydrocarbon Emissions in
Transfer in Above-Ground Fixed Cover
Covers, BMI-DGMK Joint Projects 4590-
EPA by Literature Research Company.
and Carbon Chemistry (DGMK) and
(BMI).  Measurement and Deter-
the Course of Storage and
Tanks With and Without Floating
10 and 4590-11, Translated for
Annandale, Virginia.
U. S. Environmental Protection Agency.  Measurement of Benzene
Emissions from a Floating Roof Test Tank.  EPA-450/3-79-020.  Research
Triangle Park, North Carolina.  June 1979.

Section 114 letter survey from EP<\ to representatives of companies
having benzene storage tanks.  August 2, 1977.  Requesting information
regarding the storage and transfer of benzene.                    ;

Section 114 letter survey from EPA to representatives of companies
having benzene storage tanks.  December 29, 1978.  Requesting informa-
tion regarding types of floating roof and seals used on benzene
storage tanks.
                                 3-24

-------
12.   Section 114 letter survey from EPA to representatives of bulk storage
     terminals having benzene storage tanks.   July 18, 1979.   Requesting
     economic, storage, and handling information on tanks which are being
     and which can be used for the storage of benzene.

13.   U.  S. Environmental Protection Agency.   Atmospheric Benzene Emissions.
     EPA-450/3-77-029.  Research Triangle Park, North Carolina.  October 1977.
                                  3-25

-------

-------
                   4.   EMISSIONS CONTROL TECHNIQUES

4.1  INTRODUCTION
     As discussed in Chapter 3 of this document, there are basically
three different types of benzene storage tanks:  fixed-roof tanks, external
floating-roof tanks, and internal floating-roof tanks.
     The various techniques discussed in this chapter for controlling
benzene emissions from these types of storage tanks were chosen largely
on the basis of tests conducted for EPA on a 6-meter (20-foot) diameter
pilot test tank fitted with several different floating roof and seal
combinations. These roof and seal combinations  included:  (1) an external
floating roof with a metallic shoe primary seal; (2) an external floating
roof with a metallic shoe primary seal and a rim-mounted secondary seal;
(3) a noncontact internal floating roof with shingled, vapor-mounted
primary and secondary seals; (4) a contact internal floating roof with a
liquid-mounted primary seal; and (5) a contact  internal floating roof
with a liquid-mounted primary seal and a continuous secondary seal.
Several roof and seal combinations which have  not  been tested are also
discussed.  Additionally, two types of vapor control  systems, which have
been tested during gasoline loading operations, are discussed for use
with fixed-roof and  internal floating-roof tanks storing benzene.  Finally,
prohibiting the storage  of benzene in tanks  is  discussed as the most
stringent emissions  control technique.
4.2  EMISSIONS CONTROL TECHNIQUES
4.2.1   Internal  Floating Roofs  in  Fixed-Roof Tanks
     Fixed-roof  tank emissions  can be  reduced  by  installing  internal
 floating  roofs  and seals in the tanks  to minimize  evaporation  of  the
 stored product.   Three  floating roof  and seal  combinations  have been
 tested for  use  in fixed-roof  tanks,  including  (1)  a noncontact
                                  4-1

-------
internal floating roof with shingled, vapor-mounted primary and secondary
seals; (2) a contact internal floating roof with a liquid-mounted primary
seal; and (3) a contact internal floating roof with a liquid-mounted
primary seal and a continuous secondary seal.  Based on the test results,
a noncontact internal "floating roof with shingled, vapor-mounted primary
and secondary seals is less effective in reducing emissions than a contact
internal floating roof with a liquid-mounted primary seal.   Consequently,
a larger emissions reduction can be achieved by fitting a fixed-roof tank
with a contact internal floating roof and a liquid-mounted primary seal
rather than a noncontact internal floating roof and shingled, vapor-mounted
primary and secondary seals.  Installation of a continuous secondary seal
on a contact internal floating roof yields an even greater emissions
reduction.
     Several other roof and seal combinations, which have not been tested,
are also available for controlling the emissions from fixed-roof tanks.
Three of these include (1) a noncontact internal floating roof with a
vapor-mounted primary seal; (2) a contact, internal floating roof with :a
vapor-mounted primary seal; and (3) a contact internal floating roof with
a metallic shoe primary seal.  Based on engineering judgment, a noncontact
roof with a vapor-mounted primary seal would be less effective at reducing
emissions than a contact roof with a vapor-mounted primary seal.  In
addition, based on information presented in American Petroleum Institute
                      ?
(API) Publication 2517  and on engineering judgment, a contact floating
roof with a vapor-mounted primary seal would be less effective at reducing
emissions than the contact roof tested, which was equipped with a
liquid-mounted primary seal.  Finally, based on information presented  in
this publication and  engineering judgment, a contact floating roof with a
metallic shoe primary seal would provide essentially the  same degree of
emissions reduction as a contact roof with a liquid-mounted primary seal.
4.2.2   Rim-Mounted Secondary Seals on External Floating Roofs
     A  rim-mounted secondary seal on an external floating roof is a
continuous  seal which extends from the floating roof to the tank wall,
                                  4-2

-------
covering the entire primary seal.   Installed over a mechanical shoe seal,
this secondary seal has been demonstrated to effectively control benzene
emissions which escape from the small vapor space between the shoe and
the wall, and through any openings or tears in the seal envelope (see
Figure 4-la).  Rim-mounted secondary seals should also be effective in
controlling emissions from the liquid- and vapor-mounted primary seals
shown in Figures 4-1b, 4-lc, and 4-Id.  However, their effectiveness has
pot be demonstrated on external floating-roof tanks so equipped storing
benzene.
     Another type of secondary seal, which has not been tested, is a
shoe-mounted secondary seal.  A shoe-mounted seal extends from the top of
the shoe to the tank wall (see Figure 4-2).  These seals do not provide
protection against benzene leakage through the envelope.  Holes, gaps,
tears, or other defects in the envelope can allow direct communication
between the saturated vapor under the envelope and the atmosphere; the
wind can enter this space through envelope defects, flow around the
circumference, and exit with saturated or nearly saturated benzene vapors.
4.2.3  Fixed Roofs on External Floating-Roof Tanks
     Installing a  fixed roof on an existing external floating-roof tank
would reduce emissions by reducing the effect of wind  sweeping vapors out
of  the vapor space and into the atmosphere.
     An  alternative to the construction of a new external floating-roof
tank is  the  construction of an internal floating-roof  tank with a primary
seal or  both primary  and secondary seals.
4.2.4   Rim-Mounted Secondary Seals on Noncontact Internal Floating Roofs
     Because some  noncontact internal floating-roof tanks have  only
vapor-mounted  primary seals, one  emissions control technique  is to install
rim-mounted  secondary seals over  the primary seals.  The secondary seal,
which  is typically a  wiper  seal,  minimizes the  effects of air currents
inside  the  tank sweeping vapors out  of the annular vapor space.  This
seal, which  can be either  continuous or  shingled, extends from  the floating
roof  to the  tank wall,  covering the  primary  seal.  Although  the benefits
of using a  secondary  seal  cannot  be  quantified  because a noncontact  roof
with  only a vapor-mounted  primary seal has  not  been tested,  engineering
                                  4-3

-------
                  HHUKMOUNTED
                -SECONDARY SEAL
                                             TANK
                                             WALL
                                                         mSHIOUNTED SECONDARY SEAL
                                                                 FLOATING ROOF



                                                             SCUFF (AND


                                                             •~LIO.UtO-mi.ED TUBE
      a.   Shoe seal with  rim-mounted
          secondary seal.
b.  Liquid-filled seal with  rim-
    mounted secondary seal.
                   RIMHMDUNTED
                  SECONDARY SEAL
                                             TANK
                                             WALL
             RWMMOUNTED
           SECOMDARY SEAL
                                                                        ROOF'
                                                             SEAL FAiRIC
                                                              RESILIENT FOAM LOG
      c.   Resilient foam-filled seal
          (vapor-mounted)  with rim-
          mounted secondary seal.
 d.   Resilient  foam-filled seal
     (liquid-mounted) with rim-
     mounted secondary seal.
Figure 4-l(a-d).  Rim-mounted secondary seals on external floating  roofs.
                                     4-4

-------
                                        ^FLOATING ROOF




                                      VAPOR SPACE
Figure 4-2.  Metallic shoe seal with shoe-mounted  secondary seal
                                4-5

-------
judgment indicates that this modification would reduce the emissions from
noncontact internal floating-roof tanks.
4.2.5  Contact Internal Floating Roofs in Noncontact Internal
       Floating-Roof Tanks
     Based on the results of a recent pilot test tank study sponsored by
EPA, noncontact internal floating roofs v/ith shingled, vapor-mounted
primary and secondary seals may be less effective in reducing emissions
than contact internal floating roofs with liquid-mounted primary seals.
Consequently, one emissions control technique for internal floating-roof
tanks is to use contact internal floating roofs with liquid-mounted
primary seals instead of noncontact internal floating roofs with shingled,
vapor-mounted primary and secondary seals.  The use of a continuous
secondary seal on a contact internal floating roof has been demonstrated
to result in an even greater emissions reduction.
     Two roof and seal combinations, which have not been demonstrated,
are (1) a contact internal floating roof with a vapor-mounted primary
seal, and (2) a contact internal floating roof with a metallic shoe
                                                            y
primary seal.  Information presented in API Publication 2517  and
engineering judgment indicate that the use of either of these roof and
seal combinations would result in lower emissions than the emissions
associated with the use of a noncontact roof with shingled, vapor-mounted
primary and secondary seals.
4.2.6  Liquid-Mounted Primary Seals on Contact Internal F' >ating Roofs
                                                          o
     Based on information reported in API Publication 2517  and engineering
judgment, vapor-mounted primary seals are less effective in reducing
emissions than liquid-mounted primary seals.  As a result, one technique
to reduce the emissions from tanks having contact internal floating roofs
is to use liquid-mounted rather than vapor-mounted primary seals.
4.2.7  Rim-Mounted Secondary Seals on Contact Internal Floating Roofs
     Contact internal floating roofs, like other types of floating roofs,
can have not only a primary seal to co->jr Uie annular vapor space, but
also   rim-mounted secondary seal (Figure 4-3\   The secondary seal,
wh jh is typically a wiper seal or a resilient foam-filled seal,  minimizes
the effects of the air currents inside the tank sweeping vapors out of
                                 4-6

-------
      SECONDARY SEAL
                      PRIMARY SEAL
                   IMMERSED IN BENZENE
                               CONTACT-TYPE
                           INTERNAL FLOATING ROOF
Figure 4-3.
Rim mounting of a secondary seal  on an
internal  floating roof .
                    4-7

-------
the annular vapor  space.  This type of seal  is continuous and extends
from the  floating  roof to the tank wall, covering the entire primary
seal.
4.2.8  Vapor Control  Systems on Fixed-Roof and Internal Floating-
       Roof Tanks
     Losses can be further reduced from fixed-roof and internal
floating-roof tanks by collecting the vapors and either recovering or
oxidizing the benzene.  This control scheme  requires the addition of
fixed roofs having pressure-vacuum vents to  external floating-roof tanks.
In a typical vapor control system, vapors remain in the tank until the
internal  pressure  reaches a preset level.  A pressure switch, which
senses the pressure buildup in the tank, then activates blowers to collect
and transfer the vapors.  A redundant blower system is provided in this
service to ensure  that no vapors will be released to the atmosphere
should a  blower malfunction.
     To prevent flashbacks from the control equipment, it is assumed that
the vapors are then saturated above the upper explosive limit in a saturator.
For this  particular analysis, a benzene saturator (Figure 4-4) consisting
of a pressure vessel, spray nozzle, heat exchanger, recycle pump, demister
pad, and  safety devices (water seals and a flame arrester) is considered
to be an  integral  component of the vapor control system.   Gas blanketing
of the vapor space can be used instead of saturation to prevent flash-
backs; however, this method was not considered in the analysis because of
the high  cost involved in maintaining a continuous supply of gas on hand.
     Following saturation, the vapors are introduced to a recovery or
oxidation unit.
     4.2.8.1  Carbon Adsorption.   Carbon adsorption has not been widely
used for  recovering benzene vapors; however, because it has been used to
recover other organic vapors, its application to benzene storage tanks
should not be difficult.4
     Carbon adsorption utilizes the principle of carbon's affinity for
nonpolar hydrocarbons to remove benzene from the vapor phase.   Activated
carbon is the adsorbent,  and the benzene vapor removed from the airstream
is the adsorbate.   Adsorption of the benzene vapor occurs at the surface
of the adsorbent and is a physical  process  because no chemical  change
                                 4-8

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takes place.  The proposed benzene carbon adsorption unit (Figure 4-5)
consists of a minimum of two carbon beds plus a regeneration system.   Two
or more beds are necessary to ensure that one bed will be available for
use while the other is being regenerated.
     Regeneration can be performed by using either steam or a vacuum.   In
steam regeneration, steam is circulated through the carbon bed, raising
the benzene vapor pressure.  The vaporized benzene is thus removed along
with the steam.  The steam-benzene mixture is then condensed, usually by
an indirect cooling water stream, and routed to a separator.  The benzene
is decanted and returned to storage, and the contaminated water is sent
to the plant wastewater system for disposal.  Cooling water, electricity,
and steam are the required utilities for a steam regeneration system.
The other method of regenerating the carbon, vacuum regeneration, is
performed by pulling a high vacuum on the carbon bed.  The benzene vapor
desorbed by this process is condensed and returned to storage.
     Because the costs for both steam and vacuum regeneration are com-
parable and many facilities already have steam in quantities sufficient
for steam regeneration, the vacuum-regenerated carbon adsorption system
has been eliminated from further consideration.
4.2.8.2  Thermal Oxidation
     Thermal oxidation, like carbon adsorption, has not been widely used
for controlling benzene emissions.  However, based on experience with
other organic vapors, thermal oxidation  for the incineration of benzene
vapors should not be difficult.
     In a typical thermal oxidation system, the air-vapor mixture is
injected via a burner manifold into the  combustion area of the incinera-
tor.  Pilot burners provide the ignition source and supplementally-fueled
burners add heat, when required, to maintain the flame temperature between
1,030 K and 1,090 K (1,400°F and 1,500°F).
     The amount of combustion air needed is regulated by temperature-
controlled dampers.  The concentration of benzene in the tail gas of an
oxidation unit can be limited to 10 ppm./  Figure 4-6 shows a typical
thermal oxidation unit.
     It is assumed that flashback prevention and burner stability are
achieved by saturating the vapors with benzene to a concentration above
                                 4-10

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                            4-12

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the upper explosive limit.   In addition, two water seal flame arresters
are used to ensure that flashbacks do not propagate from the burner to
the rest of the piping system.
     A significant advantage of thermal oxidation units is that they can
dispose of a wide range of hydrocarbons.  This could be especially
important at storage facilities where numerous hydrocarbon liquids are
stored which may have to be controlled in the future.
4.2.9  Prohibit the Storage of Benzene in Tanks
     Prohibiting the storage of benzene in tanks is the most stringent
emissions control technique being considered.
4.3  CONTROL EFFICIENCIES OF EMISSIONS CONTROL TECHNIQUES               :
     This section establishes the typical control efficiencies expected
with the use of external floating roofs with both primary and secondary
seals, internal floating roofs with primary seals, internal floating
roofs with both primary and secondary seals, and vapor control systems.
The efficiencies are estimated for only those emissions control .techniques
which have been demonstrated to be effective in reducing emissions.
Equations 3-1, 3-2, and 3-3, which are based on the AP-42 emissions
equations for breathing and working losses and test results recently
released by the Western Oil and Gas Association (WOGA), EPA, and the
German Society for Petroleum Science and Carbon Chemistry (DGMK), are
used to estimate fixed-roof tank emissions.  Equations 3-4, 3-5, 3-6, and
3-7, which are based on the results of tests conducted for EPA, are used
to estimate the emissions from (1) external floating-roof tanks with
primary seals; (2) external floating-roof tanks with primary and secondary
seals; (3) noncontact internal floating-roof tanks with vapor-mounted
primary and secondary seals; (4) contact internal floating-roof tanks
with liquid-mounted primary seals; and (5) contact internal floating-roof
tanks with liquid-mounted primary seals and continuous secondary seals.
Emissions from carbon adsorption and thermal oxidation vapor control
systems are estimated by assuming that a saturated benzene vapor is
introduced to the respective vapor control unit.
     The emissions equations are based on limited amounts of empirical
data and, therefore, should only be used to estimate, rather than precisely
                                 4-13

-------
predict, the emissions.  In addition, the efficiency of each emissions
control technique should be used only for comparing the relative
effectiveness of the control techniques.
4.3.1  Internal Floating Roofs in Fixed-Roof Tanks
     If a noncontact internal floating roof with shingled, vapor-mounted
primary and secondary seals is installed in a fixed-roof tank 18 meters
in diameter, 12 meters in height, and undergoing 13 turnovers per year,
the annual benzene emissions would be. reduced from 16 megagrams to
6.5 megagrams, a 59 percent reduction.   Installation of a contact internal
floating roof with a liquid-mounted primary seal in the same fixed-roof
tank would reduce the benzene emissions from 16 megagrams per year to 2.0
megagrams per year, an 88 percent reduction.  Installing a contact internal
floating roof with a liquid-mounted primary seal and a continuous secondary
seal in the fixed-roof tank would reduce the annual benzene emissions by
92 percent to 1.2 megagrams.  Table 4-1 summarizes the control efficiencies
expected with the use of each control technique.
4.3.2  Rim-Mounted Secondary Seals on External Floating Roofs
     If the baseline is an 18-meter diameter, 12-meter high external
floating-roof tank with 13 turnovers per year, the annual emissions would
be about 14 megagrams.  If this tank has a secondary seal over the primary
seal, the annual emissions would be about 5.2 megagrams, a 63 percent
reduction (Table 4-2).
4.3.3  Fixed Roofs on External Floating-Roof Tanks
     If a fixed roof is installed on an existing external floating-roof
tank 18 meters in diameter, 12 meters high, with 13 turnovers per year,
the tank would have emissions on the same order of magnitude as a contact
internal floating-roof tank with a liquid-mounted primary seall  As a
result, the annual benzene emissions would be about 2.0 megagrams.  This
is an 86 percent reduction of the 14 megagramt, per year emitted from the
external floating-roof tank.  If the same tank is retrofitted with a
secondary seal in addition to the fixed roof, the annual emissions would
be reduced by 91 percent to 1.2 megagrams.  The efficiencies of these
emissions control techniques are -summarized in Table 4-2.
     If a new external floating-roof tank, with primary and secondary
seals is the baseline, the construction instead of a contact internal
                                 4-14

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floating-roof tank with a liquid-mounted primary seal  would reduce annual
emissions to 2.0 megagrams.   This is a 62 percent reduction from the
baseline emissions of 5.2 megagrams per year.   A 77 percent reduction,
resulting in annual emissions of 1.2 megagrams, would be achieved with
construction of a contact internal floating-roof tank with primary and
secondary seals (Table 4-3).
     Another alternative to the construction of a new external
floating-roof tank is to construct a noncontact internal floating-roof
tank.  Using an external floating-roof tank with a primary seal as the
baseline, this alternative would result in a 54 percent reduction of the
annual emissions from 14 to 6.5 megagrams (Table 4-2).  If a new external
floating-roof tank with primary and secondary seals is the baseline, the
annual emissions may increase with the use of a noncontact internal
floating-roof tank (Table 4-3).
4.3.4  Contact Internal Floating Roofs in Noncontact Internal
       Floating-Roof Tanks
     Installing a contact internal floating roof with a liquid-mounted
primary seal in a noncontact internal floating-roof tank 18 meters in
diameter, 12 meters high, and undergoing 13 turnovers per year, would
reduce the annual benzene emissions to 2.0 megagrams.  This is a 69 per-
cent reduction from the 6.5 megagrams per year emitted from the noncontact
internal floating-roof tank (Table 4-4).
     If a contact internal floating roof with a liquid-mounted primary
seal and a continuous secondary seal is installed in a noncontact internal
floating-roof tank, the annual emissions would be reduced by 82 percent
to 1.2 megagrams  (Table 4-4).
4.3.5  Rim-Mounted Secondary Seals on Contact Internal Floating Roofs
     Installation of a secondary  seal on an 18-meter diameter, 12-meter
high, contact internal floating-roof tank with 13 turnovers per year
would reduce the  annual benzene emissions from 2.0 megagrams to
1.2  megagrams.  This is a 40 percent reduction in emissions (Table 4-5).
4.3.6  Vapor Control Systems on Fixed-Roof and Internal Floating-Roof Tanks
     A benzene  saturator is assumed to be an integral component of both
the  carbon adsorption and thermal  oxidation vapor control  systems.  The
purpose  of the  benzene  saturator  is to raise the benzene concentration of
                                 4-17

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the collected vapor above the upper explosive limit and, thus, help
ensure the safe operation of the system.   The efficiency of a carbon
adsorption or thermal oxidation unit is directly related to the benzene
concentration of the gas stream leaving the saturator and not the
concentration of the gas stream leaving the storage tank.
     4.3.6.1  Carbon Adsorption.  It is estimated that a carbon adsorption
vapor control system would reduce the emissions from an in-line benzene
saturator by approximately 96 percent.   This efficiency is based on an
estimated carbon adsorption unit efficiency of 98 percent during gasoline
                  5
loading operations  and an assumed collection efficiency of 98 percent of
the emissions from the benzene saturator.                                :
     If a carbon adsorption system with this efficiency is used on a
18-meter diameter, 12-meter high fixed-roof tank undergoing 13 turnovers
per year, the benzene emissions would be reduced from 16 megagrams per
year to 0.89 megagram per year, a 94 percent reduction (Table 4~1).
     Because the emissions from the carbon adsorption unit are directly
related to the volume of saturated vapor entering the unit, the use of an
internal floating roof in the same fixed-roof tank would not reduce the
overall emissions.  Consequently, the emissions from a carbon adsorption
unit which is fitted to a noncontact or a contact internal floating-roof
tank would remain unchanged at 0.89 megagram per year.  However, because
the annual emissions from these two types of internal floating-roof tanks
are only 6.5 megagrams and 2.0 megagrams, respectively, the emissions
reduction efficiencies using a carbon adsorption system are only 86 and
56 percent, respectively  (Tables 4-4 and 4-5).  These efficiencies are
lower than the 96 percent efficiency expected because the vapor emitted
from each tank is saturated with benzene for safety reasons before its
introduction to the carbon adsorption unit.  Consequently, the emissions
reductions achieved by the carbon adsorber are based on the benzene
concentration leaving the saturator and not the concentration from the
storage tank.
     In order to use a carbon adsorption system on an external
floating-roof tank, a fixed roof with pressure-vacuum vents must be
installed over the floating roof.  The emissions from carbon adsorption
                                 4-21

-------
systems used on modified external floating-roof tanks are shown in Tables
4-2 and 4-3.
     4.3.6.2  Thermal Oxidation.  A thermal oxidation vapor control
system will reduce the emissions from an in-line benzene saturator by
approximately 97 percent.  This efficiency is based on a measured thermal
oxidation unit efficiency of 99 percent during gasoline loading operations
and an assumed 98 percent collection efficiency of the emissions from the
saturator.
     Connecting a thermal oxidation system of 97 percent efficiency to a
fixed-roof  tank 18 meters in diameter, 12 meters high, and undergoing 13
turnovers per year,  would reduce the benzene emissions from 16 megagrams
per year to about 0.67 megagram per year, a 96 percent reduction  (Table 4-1).
     If a thermal oxidation system is  used on a noncontact internal
floating-roof tank,  the  emissions would be reduced from  6.5 megagrams per
year to 0.67 megagram per year, a 90 percent reduction  (Table  4-4).
Similar to  carbon adsorption,  the percent  emissions  reduction  can be less
than the  overall control efficiency  indicated, because  vapor from the
storage tank is saturated prior to being  introduced  to  the thermal  oxidation
unit.
     The  use of this system on a contact  internal  floating-roof  tank
would  reduce the emissions  from 2.0  megagrams  per  year  to  0.67 megagram
per year,  a 66 percent  reduction (Table 4-5).
     Before a  thermal oxidation system can be  used on an external
floating-roof  tank,  the tank  must  be modified  by  installing  a  fixed roof
with pressure-vacuum vents  over the  floating roof.   The emissions from
thermal  oxidation  systems  used on  modified external  floating-roof tanks
 are shown in Tables  4-2 and 4-3.
4.3.7   Prohibit  the  Storage of Benzene in Tanks
      Prohibiting the storage  of benzene in tai.ks  is  a technique  for
 eliminating all  benzene emissions  from these sources.
 4.4  RETROFIT PROBLEMS
      This section  discusses possible problems  fixed-roof tank  owners and
 operators may have  in retrofitting their tanks with internal floating
 roofs.  In addition, problems associated with the retrofitting of rim-
                                  4-22

-------
mounted secondary seals on external floating roofs, conversion of external
floating-roof tanks to internal floating-roof tanks, and the retrofitting
of vapor control systems to tanks will be discussed.
4.4.1  Internal Floating Roofs in Fixed-Roof Tanks
     Several modifications to a fixed-roof tank may be necessary before
it can be equipped with an internal floating roof.  Tank wall deformations
and obstructions may require correction, and special structural modifications
such as bracing, reinforcing, and plumbing vertical columns may be necessary.
Antirotational guides should be installed to keep cover openings in
alignment with roof openings.  Special vents must be installed on the
fixed roof or on the walls at the top of the tank to minimize the possibility
of benzene vapors approaching the flammable range in the vapor space.
4.4.2  Rim-Mounted Secondary Seals on External Floating Roofs
     Retrofitting problems may be encountered when a secondary seal is
installed above a primary seal that can accommodate a large amount of
gap.  Some secondary seals may be unable to span as large a gap and,
consequently, excessive gaps may result between the secondary seal and
the tank wall.
4.4.3  Fixed Roofs On External Floating-Roof Tanks
     In order to install a fixed roof on an existing external floating-roof
tank, several tank modifications may be required.   For example, special
structural modifications such as bracing and reinforcing may be necessary
to permit the external floating-roof tank to accommodate the added weight
of a fixed roof.  Vertical columns may be required to support the fixed
roof and, as a result, modifications to the floating roof will be necessary
to accommodate these columns.  In addition, antirotational guides should
be installed to keep cover openings in alignment with roof openings.
4.4.4  Vapor Control Systems on Existing Benzene Storage Tanks
     Some problems may be encountered in siting a carbon adsorption or
thermal oxidation unit close to benzene tanks because of spacing constraints.
In addition, cold climates may necessitate the use of insulation on
exposed vapor collection lines to prevent freezing of the benzene vapors.
Electricity will also be required to operate a vapor collection system..
     4.4.4.1  Carbon Adsorption.  If a carbon adsorption system is employed
for reducing emissions, steam can be used for regenerating the carbon
                                 4-23

-------
beds.  However, a source of steam may not be readily available at some
facilities.  In addition, water for cooling may also be in short supply.
Furthermore, even if cooling water is available, disposal of
benzene-contaminated condensate could be a problem.
     If water for cooling is not easily obtained or if steam is not
readily available, a vacuum regeneration system with a closed loop freon
refrigeration unit can be used to regenerate the carbon.  This method
would eliminate the problem of disposing of benzene-contaminated water.
     4.4.4.2  Thermal Oxidation.  The biggest problem with the use of
thermal oxidation is the requirement for supplemental fuel to maintain
the flame temperature.  Some facilities may not have adequate fuel supplies
readily available.
4.5  CONTROL OF EMISSIONS DURING STARTUP, SHUTDOWN, UPSETS, AND BREAKDOWNS
     Benzene emissions from storage tanks having floating roofs and seals
as the emissions control equipment are extremely difficult to quantify
because of the varying loss mechanisms and the  number of variables affecting
loss rate.  To help ensure that some degree of  emissions control  is
achieved during the initial filling (startup) of a tank and to minimize
the likelihood of operational  failures (upsets  and breakdowns) of the
control equipment, regular inspections of the control equipment should be
required.  These inspections will help ensure that the control equipment
is being properly operated and maintained.  The emissions resulting from
cleaning and  degassing (shutdown) operations would not be reduced by the
control equipment.
     If emissions control is provided by a vapor control system,  the
emissions  during initial fill-ing operations and cleaning and degassing
operations would be collected  and transferred by blowers to a recovery or
oxidation  unit.  When upsets or breakdowns of the  blowers occur,  a redun-
dant blower system would be used to transfer the vapors  to the control
unit.  Should a carbon adsorption unit become inoperative, another carbon
bed must be available to provide continuous emissions control.
                                  4-24

-------
4.6  REFERENCES FOR CHAPTER 4
1.   U.S.  Environmental Protection Agency.  Measurement of Benzene
     Emissions from a Floating Roof Test Tank. Publication No.
     EPA-450/3-79-020, Research Triangle Park, North Carolina.  June 1979.

2.   American Petroleum Institute.  Evaporation Loss from External Floating-
     Roof Tanks.   API Publication 2517.  February 1980.

3.   U.S.  Environmental Protection Agency.  Control of Volatile Organic
     Emissions from Petroleum Liquid Storage in External Floating Roof
     Tanks.   Publication No. EPA-450/2-78-047.  Research Triangle Park,
     North Carolina.  December 1978.

4.   U.S.  Environmental Protection Agency.  Evaluation of Control
     Technology for Benzene Transfer Operations.  Publication No.
     EPA-450/3-78-018.  Research Triangle Park, North Carolina.
     April 1978.

5.   Letter from McLaughlin, Nancy D., U.S. Environmental Protection
     Agency to David Ail or, TRW.  May 3, 1979.  Comments on the benzene
     storage model plants package.
                                 4-25

-------

-------
                      5.   REGULATORY ALTERNATIVES

5.1  INTRODUCTION
     This chapter presents the regulatory alternatives being considered
for controlling benzene emissions from fixed-roof, external floating-roof,
and internal floating-roof storage tanks.  In addition, the rationale
used in the development of these alternatives is presented.
5.2  DEVELOPMENT OF REGULATORY ALTERNATIVES
     In order to develop a set of regulatory alternatives for consideration,
control options were first selected for application to new and existing
benzene storage tanks, respectively.  Each control option for existing
tanks was then combined with a control option for new tanks to form a
regulatory alternative applicable to both new and existing tanks.
5.2.1  Selection of Control Options
     The control options selected for reducing benzene emissions from
benzene storage tanks were developed by applying the various emissions
control techniques discussed in Chapter 4 to the three types of tanks
discussed in Chapter 3.  The control options for existing and for new
benzene storage tanks are presented in Tables 5-1 and 5-2, respectively.
     The fixed-roof tank, which generally has the largest emissions of
any of the three types of tanks, is the only type of tank affected by
Control Option I for existing tanks.  This option, which is identical to
Option I for new tanks, would require that each fixed-roof tank have
either a noncontact or a contact internal floating roof.   Each new or
existing fixed-roof tank which has  a capacity greater than 150,000 liters
and which is located  in an ozone nonattainment area is already required
to have an  internal floating  roof by the fixed-roof tank Control Techniques
Guideline (CTG).
                                  5-1

-------
Table 5-1.  CONTROL OPTIONS FOR EXISTING BENZENE STORAGE TANKS
               (Fixed-Roof Tank CTG as Baseline)
 •  Option 0 - Baseline (no additional standard)

 •  Option I - Each fixed-roof storage tank must be retrofitted with an
    internal floating roof (contact or noncontact).

 «  Option II - Each fixed-roof storage tank must be retrofitted with an
    internal floating roof (contact or non-contact); each external
    floating-roof storage tank must be retrofitted with a secondary seal.

 •  Option III - Each fixed-roof, external  floating-roof, and internal
    floating-roof storage tank must be converted to a contact internal
    floating-roof storage tank with a "liquid-mounted primary seal.

 •  Option IV - Each fixed-roof,  external  floating-roof, and internal
    floating-roof storage tank must be converted to a contact internal
    floating-roof storage tank with a liquid-mounted primary seal and a
    continuous secondary seal.

 e  Option V - Each fixed-roof, external  floating-roof, and  internal
    floating-roof storage tank must be fitted to a vapor control  system.
    Two vapor control  systems  which have  been analyzed in detail  include:

    A.   Steam-regenerated carbon  adsorption system.

    B.   Thermal  oxidation system.

 *  Option VI -  Prohibit the storage of benzene  in tanks.
                                5-2

-------
  Table 5-2.  CONTROL OPTIONS FOR NEW BENZENE STORAGE TANKS
      (Petroleum Liquid Storage Tank NSPS as Baseline),
t  Option 0 - Baseline (no additional  standard).

•  Option I - Each fixed-roof storage  tank must have an internal
   floating roof (contact or non-contact).

•  Option II - Each storage tank must  have a contact internal  floating
   roof with a liquid-mounted primary  seal.

•  Option III - Each storage tank must have a contact internal
   floating roof with a liquid-mounted primary seal  and a continuous.
   secondary seal.

•  Option IV - Each storage tank must  be fitted to a vapor control
   system.  Two vapor control systems  which have been analyzed in
   detail include:

   A.  Steam-regenerated carbon adsorption system.

   B.  Thermal oxidation system.

•  Option V - Prohibit the storage of benzene in tanks.
                               5-3

-------
     The external floating-roof tank, which is the second largest source
of emissions, and the fixed-'-roof tank are both affected by Control Option
II for existing tanks.  Each existing external floating-roof tank would
be required to have both primary and secondary seals.  In addition, each
existing fixed-roof tank would be required to have an,internal floating
roof as prescribed in Option I.  No such option applies, to new tanks
because new external floating-roof tanks are already required to have
primary and secondary seals by the Petroleum Liquid Storage Tank New
Source Performance Standard (NSPS) promulgated on April 4, 1980.
     At this point in the development of the control options, both
fixed-roof and external floating-roof tanks have been controlled.  The
third largest source of emissions is the noncontact internal floating-roof
tank.  As a result, the next control options for new and existing tanks
(Options II and III, respectively) would require that each tank have a
fixed roof and a contact internal floating roof with a liquid-mounted
primary seal.
     Contact internal floating roofs with liquid-mounted primary seals
and continuous secondary seals are required in the next control options
(Options III and IV for new and for existing tanks, respectively) to
further reduce the benzene emissions from internal floating-roof tanks.
     Options IV and V for new and existing tanks, respectively, would
require the use of vapor control systems, such as carbon adsorption or
thermal oxidation.  Option V would make it necessary to retrofit existing
external floating-roof tanks with fixed roofs and pressure-vacuum valves
to accommodate the vapor collection systems.
     The last control options (Options V and VI for new and for existing
tanks, respectively) would prohibit the storage of benzene in tanks.
Tables 5-3 and 5-4 summarize the impacts that each control option for
existing and new tanks, respectively, would hc.ve on each type of storage
tank.
     5.2.1.1  Estimated Benzene Emissions From New and Existing Model Plants.
The estimated benzene emissions for each of the control options as applied
to the existing and new model pic.'its shown in Table 5-5 are presented in
Tables 5-6 and 5-7, respectively.  The baseline emissions level (Option 0),
                                 5-4

-------
            Tcble 5-3.   IMPACTS OF EACH CONTROL  OPTION ON
                    EXISTING BENZENE STORAGE TANKS*
Existing
storage
tank I
FR IFRps


EFRps

ncIFR
cIFRps
Control option

II III
IFRps c IFRps


EFRss cIFRpsb

cIFRpsc
— —


IV
c IFRps


cIFRssb

cIFRss
cIFRss


V
Vapor
control
system
A. Carbon,
adsorption
B. Thermal
oxidation

aFR - fixed-roof tank, EFRps - external  floating-roof tank with a primary seal,
 EFRss - external floating-roof tank with primary and secondary seals, ncIFR -
 noncontact internal floating-roof tank, cIFRps - contact internal floating-
 roof tank with a liquid-mounted primary seal, cIFRss - contact internal
 floating-roof tank with a liquid-mounted primary seal and continuous secondary
 seal.

^Requires addition of fixed roof to external floating-roof tank.

cRequires replacement of or equivalency determination for noncontact
 internal floating roof.
                                   5-5

-------
              Table 5-4.  IMPACTS OF EACH CONTROL OPTION ON
                       NEW BENZENE STORAGE TANKS9
New
storage
tank
                       Control  option
               II
                III
                IV
FR

EFRss



ncIFR
IFRps
cIFRps

cIFRps



cIFRps
cIFRss

cIFRss



cIFRss
                                           Vapor
                                           control
                                           system

                                           A.   Carbon
                                           adsorption

                                           B.   Thermal
                                           oxidation
cIFRps
                             cIFRss
 FR - fixed-roof tank, EFRss - external  floating-roof tank with primary and
 secondary seals, ncIFR - noncontact internal  floating-roof tank, cIFRps -
 contact internal floating-roof tank with liquid-mounted primary seal,
 cIFRss - contact internal  floatfng-roof tank  with liquid-mounted primary
 seal and continuous secondary seal.
                                 5-6

-------


























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           5-9

-------
which represents the level of emissions control achieved by an affected
facility in the absence of additional EPA standards, can be used as a
basis for comparing the performance of the various control options.  The
selection of the baseline and the development of the model plants are
discussed in Chapter 3.
5.2.2  Regulatory Alternatives
     The possibility exists that different control options might be
applied to new and existing tanks because of the higher costs and economic
impacts associated with the retrofitting of existing tanks.  In order to
evaluate the impacts of applying different control options to new and
existing tanks, the control options listed in Table 5-1 for existing
tanks were combined with the control options listed in Table 5-2 for new
tanks to produce the matrix of regulatory alternatives in Table 5-8.
     Upon analysis, some of the alternatives have been eliminated from
consideration in view of their unreasonableness.  Regulatory Alternatives
1-0, II-O, III-O, IV-0, V(A)-0, V(B)-0, II-I, III-I, IV-I, V(A)-I, V(B)-I,
IV-II, V(A)-II, V(B)-II, V(A)-III, and V(B)-III have been eliminated
because these alternatives have more stringent requirements for existing
tanks than for new tanks.  This was considered unreasonable because
annualized cost and cost effectiveness data generally indicate that
compliance with a control option is cheaper for new tanks than for existing
tanks, because no retrofit costs are involved.
     In addition, Alternatives VI-0, VI-I, VI-II, -VI-III, VI-IV(A),
VI-IV(B), VI-V, 0-V, I-V, II-V, III-V, IV-V, V(A)-V, and V(B)-V, which
would prohibit the storage of benzene in tanks, have also been eliminated
from consideration.  Prohibiting the storage of benzene in tanks would
mean that benzene production and consumption would have to be coordinated
so that all benzene would be used immediately after production.   Such
coordination between production and consumption would be very difficult
to achieve in practice, especially where the production and consumption
facilities are remote from each other.  To avoid these problems, it is
likely that an owner or operator of a process requiring benzene as a
feedstock would use an alternate feedstock.   However, the question of
alternate feedstocks for benzene is more appropriately examined in
                                 5-10

-------
              Table 5-8.  MATRIX OF REGULATORY ALTERNATIVES'
Control -
options
for
existing
tanks
0
I
II
III
IV
V(A)
V(B)
VI


0
0-0
X
X
X
X
X
X
X


I
0-1
I-I
X
X
X
X
X
X

Control
II
O-II
I-II
II-II
III-II
X
X
X
X




options for new tanks
III
O-III
I-III
II-III
Ill-Ill
IV-III
X
X
X
IV(A)
O-IV(A)
I-IV(A)
II-IV(A)
III-IV(A)
IV-IV(A)
V(A)-IV(A)
V(B)-IV(A)
X
IV(B)
O-IV(B)
I-IV(B)
II-IV(B)
III-IV(B)
IV-IV(B)
V(A)-IV(B)
V(B)-IV(B)
X
V
X
X
X
X
X
X
X
X
Regulatory alternatives  marked with  an "X"  have been  eliminated  from further
 consideration (see Section 5.2.2).
                                 5-11

-------
regulatory packages for petroleum refineries and specific chemical
manufacturing processes.  Consequently, alternatives which prohibit the
storage of benzene in either new or existing storage tanks are not evaluated
in the remainder of this document.
     The regulatory alternatives which are being evaluated are summarized
in Table 5-9. ,
                                 5-12

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            Table 5-9.  SUMMARY OF REGULATORY ALTERNATIVES
0-
EXISTING:  Option 0:  Baseline (no additional standard) - Fixed-roof
tank CTG, which recommends that each fixed-roof tank with a capacity
greater than 150,000 liters have an internal floating roof (assumed
to be noncontact).

     0    NEW:  Option 0:  Baseline (no additional standard) -
          Petroleum Liquid Storage Tank NSPS, which requires that
          each tank constructed after May 18, 1978, which has a
          capacity greater than about 150,000 liters have either
          (1) an external floating roof with primary and secondary
          seals, or (2) a fixed roof and an internal floating roof
          (assumed to be noncontact).

          Option I - Each fixed-roof storage tank must have an
          internal floating roof  (contact or noncontact).

          Option II - Each storage tank must have a contact internal
          floating roof with a liquid-mounted primary seal.

          Option III - Each storage tank must have a contact internal
          floating roof with a liquid-mounted primary seal and a
          continuous secondary seal.
          I


         II


         III
 I-
  IV(A)    Option A -- Each storage tank must be fitted to a steam-
          regenerated carbon adsorption system.

  IV(B)    Option B - Each storage tank must be fitted to a thermal
          oxidation system.

 EXISTING:   Option  I - Each fixed-roof storage tank must be retrofitted
 with  an internal floating roof (contact or noncontact).

      I    NEW:  Option  I - Each fixed-roof storage tank must  have  an
          internal floating  roof (contact or noncontact).

     II    Option  II - Each storage  tank must have a  contact internal
          floating roof with a liquid-mounted primary seal.

    Ill    Option  III  -  Each  storage tank  must have a contact  internal
          floating roof with a liquid-mounted primary seal and a
          continuous  secondary seal.

  IV(A)    Option  A -  Each  storage tank  must  be  fitted to  a steam-
           regenerated carbon adsorption system.

  IV(B)     Option  B -  Each  storage tank  must  be  fitted to  a  thermal
           oxidation  system.                                   ^	
                          (continued)
                                   5-13

-------
                         Table 5-9.  Continued
II-  EXISTING:  Option II - Each fixed-roof storage tank must be retrofitted
     with an internal floating roof (contact or noncontact); each external
     floating-roof storage tank must be retrofitted with a secondary seal.
         II    NEW:  Option II - Each storage tank must have a contact
               internal floating roof with a liquid-mounted primary seal.
        Ill    Option III - Each storage tank must have a contact internal
               floating roof with a liquid-mounted primary seal and a
               continuous secondary seal.
      IV(A)    Option A - Each storage tank must be fitted to a steam-
               regenerated carbon adsorption system.
      IV(B)    Option B - Each storage tank must be fitted to a thermal
               oxidation system.
Ill- EXISTING:  Option III - Each fixed-roof, external floating-roof, and
     internal floating-roof storage tank must be converted to a contact
     internal floating-roof storage tank with a liquid-mounted primary seal.
         II    NEW:  OptionII - Each storage tank must have a contact
               internal floating roof with a liquid-mounted primary seal.
        m    Option III - Each storage tank must have a contact internal
               floating roof with a liquid-mounted primary seal and a
               continuous secondary seal.
      IV(A)    Option A - Each storage tank must be fitted to a steam-
               regenerated carbon adsorption system.
      IV(B)    Option._B' - Each storage tank must be fitted to a thermal
               oxidation system.
IV-  EXISTING:  Option IV - Each fixed-roof, external  floating-roof, and
     internal floating-roof storage tank must be converted to a contact
     internal floating-roof storage tank with a Ifquid-mounted primary
     seal  and a continuous secondary seal.
        Ill

      IVCA1
      IV (B)
NEW:
_0p_
TaT
tion III - Each storage tank roust have a contact
internal floating roof with a liquid-mounted prtmary seal
and a continuous secondary seal.
Option A - Each storage tank must be fitted to a steam-
regenerated carbon adsorption system.
Option B - Each storage tank must be fitted to a thermal
oxidation system.
               (continued)
                                    5-14

-------
                         Table 5-9.   Concluded
          EXISTING:   Option A - Each storage tank must be fitted to a steam-
          regenerated carbon adsorption system.
V(A)-
V(B)-
          IV(A)     NEW:  Option A - Each storage tank must be fitted to a
                    steam-regenerated carbon adsorption system.

          IV(B)     NEW:  Option B - Each storage tank must be fitted to a
                    thermal oxidation system.

          EXISTING:  Option B - Each storage tank must be fitted to a thermal
          oxidation system.

          IV(A)     NEW:  Option A - Each storage tank must be fitted to a
                    steam-regenerated carbon adsorption system.

          IV(B)     NEW:  Option B - Each storage tank must be fitted to a
                    thermal oxidation system.
                                  5-15

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                  6.   ENVIRONMENTAL AND ENERGY IMPACTS

6.1  INTRODUCTION
     This chapter discusses the environmental and energy impacts associated
with each of the 26 regulatory alternatives summarized in Table 5-9.  The
impacts are discussed with regard to air quality, water quality and rates
of consumption, solid waste, and energy requirements. Both beneficial and
adverse impacts are presented, with the major emphasis on the incremental
impacts of the regulatory alternatives.
6.2  AIR POLLUTION IMPACTS
6.2.1  Modeling Results
     The air quality impacts of applying each of the control options in
Tables 5-1 and 5-2 to each of the model benzene storage plants in Table 5-5
were evaluated using the Industrial Source Complex (ISC) dispersion
model.1  The ISC dispersion model predicts the ambient concentrations
that would result from air pollutant sources, based on meteorological
data and the characteristics of the emitting sources (such as the
emissions rate, stack height, and stack gas temperature).
     The maximum annual benzene concentrations associated with existing
facilities are shown in Table 6-1.  These concentrations were estimated
using the annual emissions for existing facilities in Table 6-2.  The
maximum annual concentrations associated with new facilities are presented
in Table 6-3.  These concentrations were estimated using the annual
emissions for  new facilities  in Table  6-4.  The ambient concentrations
are  highest for the control options requiring the use of a carbon adsorp-
tion vapor control system  (Options  IV(A) and V(A) for new and existing
tanks, respectively) because  benzene emissions from  carbon adsorption
units  have no  thermal buoyancy and  minimal vertical  momentum.  Consequently,
                                  6-1

-------
  Table  6-1.  MAXIMUM ANNUAL BENZENE  CONCENTRATIONS  FOR EXISTING
    MODEL FACILITIES -  0.1 KILOMETERS FROM THE SOURCE BOUNDARY1
                                (ug/m3)

Control
option
0 (Baseline)3
I
II
III
Ij/
V(A)
V(B)C
VI
Large
benzene
producer
16.8
16.8
15.9
5.13
3.13
35.6
4.72
0
Small
benzene
producer
7.29
7.22
7.22
5.71
3.49
8.78
1.17
0
Benzene
consumer
5.40
5.40
5.40
1.82
1.10
4.33
0.565
0
Bulk
storage
terminal
5.40
5.40
5.40
1.82
1.10
4.33
0.565
0
     aNo additional standard.
      Steam-regenerated carbon adsorption system.
     'Thermal  oxidation system.
Table 6-2.   EMISSIONS FOR  CONTROL  OPTIONS - EXISTING  FACILITIES
                  (FIXED-ROOF TANK CTG AS BASELINE)
                            (Mg/yr)

Control
option
0 (Baseline)3
I
II
III
IV
V(A)'
V(B)d
VI
Large
benzene
producer
44
. 44
36
13
7.7
9.1
6.8
0
Small
benzene
producer
13 b
12 - 13?
12 - 13fa
6.3
3.9
2.2
1.7
Q

Benzene
consumer
6.5
6.5
6.5
3.3
2.0
1.1
0.83
Q
Bulk
storage
terminal
6.5
6.5
6.5
3.3
2.0
1.1
0.83
0
      aNo additional standard.
      ''Range of emissions for control option which allows the use of contact
       and noncontact internal floating roofs, respectively, in affected tanks.
      CSteam-regenerated carbon adsorption system.
       Thermal  oxidation system.
                                       6-2

-------
Table 6-3.   MAXIMUM  ANNUAL BENZENE CONCENTRATIONS FOR NEW, MODEL
      FACILITIES -  0.1  KILOMETERS  FROM THE SOURCE  BOUNDARY1
                                 (ug/m3)

Control
option
0 (Baseline)3' b
I
II
III
IV(A) j
IV(b).d
V
Large
benzene
producer
17.0
17.0
5.13
3.13
35.6
- 4.72
0
Small
benzene
producer
19.2
19.1
5.71
3.49
8.78
1.17
0

Benzene
consumer
6.78
6.78
1.82
1.10
4.33
0,565
0
Bulk
storage
terminal
6.78
6.78
1.82
1.10
4.33
0.565
0
    aNo additional standard.
     Baseline concentrations for new model facilities are higher than  those
     for existing facilities because new facilities are assumed to only comply
     with the minimum requirements  of the Petroleum Liquid Storage Tanks NSPS;
     therefore, all internal floating-roof tanks are assumed to have noncontact
     internal floating roofs.
    cSteam-regenerated carbon adsorption system.
     Thermal oxidation system.
   Table 6-4.   EMISSIONS FOR  CONTROL OPTIONS  - NEW FACILITIES
         (PETROLEUM LIQUID STORAGE  TANK.NSPS AS BASELINE)
                                 (Mg/yr)


Control
option
0 (Baseline)3
I
II
III
IV(A)
IV(B)d
V
Large
benzene
producer
40
40
13
7.7
9.1
6.8
0
Small
benzene
producer
21 b
20 - 21D
6.3
3.9
2.2
1.7
0

Benzene
consumer
11
11
3.3
2.0
1.1
0.83
0
Bulk
storage
terminal
11
11
3.3
2.0
1.1
0.83
0
     3No additional standard.
      Range of the emissions for control option which allows the use of contact
      and noncontact internal floating roofs, respectively, in affected tanks.
     cSteam-regenerated carbon adsorption system.
      Thermal oxidation system.
                                     6-3

-------
 in the  absence  of  a  tall  stack,  the  emissions  remain close to the ground
 where they  undergo little mixing.  Concentrations are significantly lower
 for the options requiring the  use of a thermal oxidation system (Options IV(B)
 and V(B)  for  new and existing  tanks, respectively) because the emissions
 from thermal  oxidation  units are discharged at elevated temperatures.
 Consequently, there  is  significant plume rise  and good mixing of the
 pollutants.
 6.2.2   Effects  of  Regulatory Alternatives on Nationwide Emissions
     In order to evaluate the  air pollution impacts in the years 1980,
 1985, and 1990  associated with each  of the 26  regulatory alternatives
 being considered,  the numbers  of new benzene storage facilities were
 estimated.  These  facilities include large benzene producers, small
 benzene producers, benzene consumers, and bulk storage terminals.  Using
 the number  of each type of facility  existing in 1979 as the baseline, it
 was assumed that the number of new facilities  is directly related to the
 projected growth rate of  benzene usage from 1980 through 1990.  Benzene
 usage is  projected to increase at a  rate of 5  percent per year over the
 next 10 years (see Section 7.1).  Consequently, the number of new facilities
 was estimated using a growth rate of 5 percent per year, assuming a
 constant  facility  and tank utilization rate over the 10-year period.   The
 number  of facilities existing  in 1979, as well as the projected number of
 new and existing facilities in 1980, 1985, and 1990, are shown in Table
 6-5.
     Based  on these projections and the benzene emissions estimates from
Tables  6-2  and 6-4 for existing and new facilities,  respectively, the
total  nationwide benzene  emissions for 1980, 1985, and 1990,  were estimated.
These estimates  are presented  in Tables 6-6, 6-7, and 6-8.
     These  tables  show that the greatest emissions reductions would be
obtained with the alternatives which require that each new and existing
benzene storage tank be fitted to a vapor control system.   (Alternatives
V(A)-IV(A), V(A)-IV(B), V(B)-IV(A),  and V(B)-IV(B)).   The use of vapor
control  systems  is expected to result in emissions reductions of approx-
imately 90 percent in 1980,  1985, and 1990,  when compared with the  projected
baseline emissions (Alternative 0-0) for each of these years.
                                 6-4

-------
    Table 6-5.   TOTAL PROJECTED NUMBER OF. PLANTS WITH BENZENE
                      STORAGE  TANKS  (Jl97a-199Ql
Year

1979a
1980
1985
1990
Large
benzene
producer
28
29.4
37.5
47.9
Small
benzene
producer
34
35.7
45.6
58.2
Benzene
consumer

77
80.8
103.2
131.7
Bulk storage
terminal

4
4.2
5.4
6.8
      Baseline year.
Table  6-6.   NATIONWIDE EMISSIONS FROM  NEW AMD  EXISTING BENZENE
                        STORAGE  TANKS  IN  i960

                                 (Mg/yr)
Control •
options
for
existing
tanks
0
I
II
III
IV
V(A)
V(B)
VI
Control options for new tanks

0
2,300a
xb
X
X
X
X
X
X

I
2,300
2,300
X
X
X
X
X
X

II
2,200
2,200
2,000
890
X
X
X
X

III
2,200
2,200
2,000
870
540
X
X
X

IV (A).
2,200
2,200
2,000
870
530
440
340.
X

IV(B)
2,200
2,200.
2,000
860
530
430
330
X

V
X
X
X
X
X
X
X
X
      This includes 2200 Mg/yr from existing  tanks and 10.0. Mg/yr from new tanks.

      Regulatory alternatives marked with an  "X" have been eliminated from further
      consideration (see Section 5.2.2).
                                    6-5

-------
 Table  6-7.   NATIONWIDE EMISSIONS  FROM NEW AND  EXISTING  BENZENE
                             STORAGE TANKS IN 1985

                                      CMg/yr)         >
Control
options
for
exist in
.tanks
0
I
II
III
IV
V(A)
V(B)
VI

9
0
3,100a
Xb
X
X
X
X
X
X
Control options for new tanks

I
3,100
3,100
X
X
X
X
X
X

II
2,500
2,500
2,200-2,300C
1,100
X
X
X
X

III
2,400
2.300-2.400C
2,100-2 ,200C
1,000
680
X
X
X

WA)
2,300
2,300
2,100
990
650
560
460
X

WB) •
2,300
2,300
2,000-2,100C
950
620
530
420
X

V
X
X
X
X
X
X
X
X
         •This Includes 2,200 Mg/yr from existing tanks and 900 Mg/yr from new
          tsnks •
                   a]Sern«ive? marked with an T have been eliminated from
         further consideration (see Section 5.2.2).  •

         cR«nge Indicates eaisslons for alternative which •Hows the use of contact
         »nd noncontact Internal floating roofs, respectively, In affected tanks.
Table 6-8.   NATIONWIDE  EMISSIONS  FROM NEW  AND EXISTING  BENZENE
                            STORAGE TANKS  IN 1990

                                     (Mg/yr}
Control
options
for
existin
tanks
0
I
II
III
IV
V(A)
V(B)
VI

g
0
4.1003
xb
X
X
X
X
X
X
Control options for new tanks

I
4,100
4.100
X
X
X
X
X
X

II
2,800
2.800
2,500-2,600°
1,400
X
X
X
X

III
2.600
2,500-2,600C
2,300
1,200
870
X
X
X

IV(A)
2,500
2,500
2,200-2,300°
1,100
810
720
610
X

WB)
2,400
2,400
2,400
1,100
730
640
540
X

V
X
X
X
X
X
X
X
X
        8This Includes 2,200 Hg/yr from existing tanks and 1,900 Hg/yr from
         new tanks.

         Regulatory alternatives marked with an "X" have been eliminated from
         further consideration (see Section 5.2.2).

        cRange Indicates emissions for alternative which allows the use of contact
         and noncontact internal floating roofs, respectively. In affected tanks.


                                         6-6

-------
liquid-mounted primary seal and a continuous secondary seal, would result
in the largest emissions reduction of any of the alternatives not requiring
the use of a vapor control system.  Implementation of this alternative
would result in about a 78 percent reduction of emissions in 1980, 1985,
and 1990, when compared to the baseline emissions (Alternative 0-0) for
each of these years.
     The national emissions reductions for 1980, 1985, and 1990, are
presented in Tables 6-9, 6-10, and 6-11, respectively.
6.2.3  Secondary Impacts on Air Quality
     The option requiring the use of a thermal oxidation vapor control
system may result in some secondary air quality impacts.  However, because
the emissions from a thermal oxidation unit are expected to be minimal
during normal operation, the impacts should not be significant.
     These impacts on air quality are associated with the use of natural
gas or fuel oil to fire the thermal oxidation unit.  A thermal oxidation
unit which uses either natural gas or fuel oil as supplemental fuel will
produce oxides of nitrogen (NO ).  Oxides of sulfur (SO ) will also be
                              s\                        A
produced with the use of fuel oil.  The emissions from a typical thermal
oxidation unit could be as large as 15,000 kilograms per year (kg/year)
of SOV and 6,000 kg/year of NO .
     X                        X
6.3  IMPACTS ON WATER QUALITY AND RATES OF CONSUMPTION
     There could be significant impacts on water quality and the rates of
consumption associated with those control options which require that each
tank be fitted to either a carbon adsorption vapor control system
(Options IV(A) and V(A) for new and existing tanks, respectively) or a
thermal oxidation vapor control system (Options IV(B) and V(B) for new
and existing tanks, respectively).  A maximum of 9,100  liters of benzene-
contaminated water per day of operation could be produced from the operation
of a carbon adsorption system. As much as 5,700 liters  per day could be
produced from a thermal oxidation system.
     A water seal is one  source of benzene-contaminated water employed
with both types of vapor  control  systems.  A water seal  is  used to ensure
that flashbacks do not propagate  from the vapor control  unit to the rest
of the piping  system.   Either of  the two vapor control  systems would
                                  6-7

-------
    Table 6-9.   NATIONWIDE EMISSIONS REDUCTIONS  FROM NEW  AND  EXISTING
                      BENZENE STORAGE TANKS  IN 1980

                          (Megagrams per year)
Control
options
for
existing
tanks
0
I
II
III
.IV
V(A)
V{B) '
VI







Control options for new tanks
0
0
Xa
X
X
X
X
X
X
I
0
0
X
X
X
X
X
X
II
100
100
300
1,400
X
X
X
X
III
100
100
300
1,400
1,800
X
X
X
IV(A)
100
100
300
1,400
1,800
1,900
2,000
X
IV(B)
100
100
300
1,400
1,800
1,900
2,000
X
V
X
X
X
X
X
X
X
X
Regulatory alternatives  marked with an "X"  have  been  eliminated  from
 further consideration (see Section 5.2.2).
                                    6-8

-------
     Table 6-10.  NATIONWIDE EMISSIONS REDUCTION  FROM NEW AND
              EXISTING  BENZENE  STORAGE TANKS  IN 1985

                        (Megagrams  per year)
Control
options
for
existing
tanks
0
I

II
III
IV
V(A)
V(B)
VI







Control options for new tanks
.0
0
Xa

X
X
X
X
X
X
I
0
0

X
X
X
X
X
X
II
600
600

800-
900b
2,000
X
X
X
X
III
700
7005
800°
900-
l,000b
2,100
2,400
X
X
X
IV(A)
800
800

1,000
2,100
2,400
2,500
2,600
X
IV(B)
800
800

1,000-
l,100b
2,200
2,500
2,600
2,700
X
V
X
X

X
X
X
X
X
X
aRegulatory alternatives marked with an "X"  have been eliminated from
 further consideration (see Section 5.2.2).

'Range indicates emissions reduction for alternative which allows the use
 of noncontact and contact internal floating roofs,  respectively, in-
 affected tanks.
                                  6-9

-------
   Table 6-11.  NATIONWIDE EMISSIONS REDUCTIONS FROM NEW AND EXISTING
                      BENZENE STORAGE TANKS  IN 1990

                           CMegagrams per year)
Control
options
for
existing
tanks
0
I

II

III
IV
V(A)
V(B)
VI,




Control options for
0
0
Xa

X

X
X
X
X
X
I
0
0

X

X
X
X
X
X
II
1,300
1,300

l,500r
1,600D
2,700
X
X
X
X
III
1,500
l,500r
l,600b
1,800

2,900
3,200
X
X
X

new tanks
IV(A)
1,600
1,600

l,800r
l,900b
3,000
3,300
3,400
3,500
X


IV(B)
1,700
1,700

1,900

3,000
3,400
3,500
3,600
X


V
X
X

X

X
X
X
X
X
aRegulatory alternatives marked with an "X"  have been  eliminated  from
 further consideration (see Section 5.2.2).

^Range indicates emissions reduction for alternative which  allows the  use
 of noncontact and contact internal  floating roofs,  respectively, in
 affected tanks.
                                    6-10

-------
require two water seals, resulting in the production of as much as 5,700
liters per day of benzene-contaminated water.   Carbon adsorption vapor
control systems can have an additional source of water pollution if the
carbon bed is regenerated using steam.  In a steam-regenerated carbon
adsorption system steam circulated through the carbon bed heats the
carbon and raises the benzene vapor pressure.   The benzene evolved in
this process is removed along with the steam,  and the steam-benzene
mixture is condensed and decanted.  The recovered benzene is returned to
storage while the water, which is contaminated with benzene, is sent to
the plant wastewater system for treatment and disposal.  As much as 3,400
liters per day of benzene-contaminated water could be produced with the
use of steam regeneration.
6.4  SOLID WASTE DISPOSAL IMPACTS
     Only the control options requiring the use of a carbon adsorption
vapor control system (Options IV(A) and V(A) for new and existing tanks,
respectively) will likely result in any significant impacts on solid
waste disposal.  The only impacts would be associated with the handling
of spent carbon from the adsorption unit.  Typically, the spent carbon,
which is normally replaced approximately once every 10 to 15 years, is
                                                           2
transported to a facility for reclamation and reactivation.   There would
be no solid waste impact associated with this operation.  However, this
material could be disposed of in a landfill which would result in a solid
waste disposal impact.  Because the owner or operator of a carbon adsorp-
tion unit is most likely to have the carbon reclaimed and reactivated, no
impact on solid waste disposal is expected with the use of a carbon
adsorption system.
6.5  ENERGY IMPACTS -
     The only control options having any energy impacts are those which
require that each tank be fitted to a carbon adsorption vapor control
system (Options IV(A) and V(A) for new and existing tanks, respectively)
or a thermal oxidation vapor control  system (Options IV(B) and V(B) for
new and existing tanks, respectively).  Use of a carbon adsorption system
will require electricity to power blowers for collecting and transferring
the air-benzene vapor mixture from the storage tank to the carbon adsorption
                                 6-11

-------
unit.  Low pressure steam will be required to regenerate the carbon bed.
The steam and electrical requirements for each of the model facilities
were calculated using vendor quotes and engineering estimates.  The
energy equivalents of steam and electricity are shown in Table 6-12.
     Use of a thermal oxidation system to dispose of benzene vapors will
require electricity to power blowers for transferring the air-benzene
vapor mixture to the oxidation unit, and supplemental fuel (natural gas
assumed) to ignite and sustain the combustion process.  The electrical
requirements were calculated using both vendor quotes and engineering
estimates, while the natural gas requirements were calculated using only
engineering estimates.  Table 6-13 shows the natural gas and electrical
energy requirements for each of the four model facilities.
6.6  OTHER ENVIRONMENTAL CONCERNS
6.6.1  Irreversible and Irretrievable Commitment of  Resources
     The most significant  commitment of resources would be required with
the  use of a carbon adsorption or thermal oxidation  vapor control  system.
Both of these vapor control systems would require electricity to operate
blowers for transferring vapors from the storage tanks to the vapor
control unit.   Use of a carbon adsorption system would also require a
supply of water for generating steam to desorb recovered benzene from  the
carbon bed.  Natural gas or other supplemental fuel  would be  required  to
ignite and sustain the  combustion process with the use of a thermal
oxidation system.  The  total  nationwide energy consumption for  1985
associated with the use of vapor control systems would range  from  0.7  to
0.8  petajoules  per year.
6.6.2  Environmental  Impacts  of Delayed Standards             -
     The only environmental  impact  associated with a delay in proposing
and  promulgating  standards for new  and existing  benzene  storage tanks
would be an  increase  in the  quantity of benzene  emitted  from  storage
tanks as more tanks  are constructed.  Current  uncontrolled benzene emis-
sions from benzene  storage tanks are estimated to  be approximately 2,200 mega-
grams per year.  These  emissions are projected to  increase to 2,300 megagrams
per  year  in  1980  with the  construction of  new  storage tanks.  By 1985,
these emissions are  estimated to be approximately  3,100  megagrams  per
                                  6-12

-------
   Table 6-12. ENERGY REQUIRED TO OPERATE A STEAM-REGENERATED CARBON
       ADSORPTION SYSTEM AT EACH MODEL BENZENE STORAGE FACILITY3

                                (TJ/yr)
Model facility
Large benzene producer
Small benzene producer
Benzene consumer or
bulk storage terminal
aCarbon adsorption system
vapor flow of 0.126 m /s
Steam
3.4
3.4
3.4

for each model
for a 2000 gpm
Electricity
0.22
0.22
0.22

facility is sized for a maximum
storage tank filling rate.
      Table 6-13. ENERGY REQUIRED TO OPERATE A THERMAL OXIDATION
             SYSTEM AT EACH MODEL BENZENE STORAGE FACILITY3

                                 (TJ/yr)

Model facility
Large benzene producer
Small benzene producer
Benzene consumer or
bulk storage terminal
Natural gas
4.1
4.1
•4--1
Electricity
0.18
0.18
0.18
aCarbon adsorption system for each model facility is sized for a maximum
 vapor flow of 0.126 m3/s for a 2000 gpm  storage  tank filling rate.
                                   ••6--13

-------
year, an increase of 800 megagrams per year over the 1980 emissions rate.
The uncontrolled emissions are projected to increase to 4,100 megagrams
per year by 1990.
                                 6-14

-------
6.7  REFERENCES FOR CHAPTER 6
     H.  E.  Cramer Company, Inc.   Calculated Air Quality Impact of Emissions
     from Benzene Storage Facilities.   Prepared for the U.S. Environmental
     Protection Agency.   Report No. TR-80-141-04.   Salt Lake City, Utah.
     July 1980.

     U.S. Environmental  Protection Agency.  Benzene Emissions from Maleic
     Anhydride Industry — Background Information for Proposed Standards.
     EPA-450/3-80-001a.   Research Triangle Park, North Carolina.
     February 1980.
                                  6-15

-------

-------
                           7.   ECONOMIC ANALYSIS

7.1  INDUSTRY PROFILE
     Although the subject of this standard is benzene storage, the supply
and demand for benzene manufactured in the United States are the major
factors affecting both the present number of storage tanks and the number
that will be built in the future.  In addition, even though some benzene
is stored in tanks owned by independent terminal operators, a majority of
the companies that produce benzene, consume benzene, or both also own
storage tanks; thus, these companies will bear most of the control costs.
For these reasons, the industry profile presents data on the production
and consumption of benzene as a means of addressing the impacts of
regulations on the owners and operators of benzene storage tanks.
7.1.1  Benzene Production, Sales, and Capacity
     Figures for 1978 put U.S. benzene production from all sources at
4,974 gigagrams (1,488 million gallons).   This figure includes benzene
made from coke-oven light oil, a byproduct of steel manufacturing.
Although benzene stored at coke-oven byproduct facilities would not be
affected by any standard recommended as a result of this study, production
and company data are included to present an overview of the benzene
industry.
     Table 7-1 summarizes historical production, sales quantities, and
sales values for benzene in the United States.  Production of benzene
from coke-oven light oil is distinguished from petroleum-based benzene.
The percentage shares of total production made from these two types of
raw materials have reversed since 1950, when coke-oven light oil was the
source of 95 percent of the benzene produced.  In 1978, this source
accounted for less than 4 percent of the benzene produced.
     Figure 7-1 graphically illustrates the growth in production and
sales quantities since 1950.  Production and sales trend lines exhibit
                                 7-1

-------
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  (/>
  UJ
  o
  »— i

  O
 §
 D_
 UJ
 CO
 r-.
  0)


  «B
                                     «f n ir> o CO CD in o» cn co r^ c\i <•> ro c\i  •-• cocvJofr>'-'«3-«3-SjPr>*!-c\jocno>ro«-«a>f~cr>ooiOOcnooco«3-
                                        tn^-cotnCM*-*«-ii-«*-ir'Hi-»T-*»-c>^'COco»"Hr»-cocM»oi-icO'-
-------
                              PRODUCTION QUANTITY
      58   60   62   64   66
Figure 7-1.  Benzene production, sales.
                    7-3

-------
cyclic behavior, but their previous peaks tend to be exceeded every 4 or
5 years.   Overall growth is about 5 percent per year.   The widening gap
between production and sales quantities since the late 1950's indicates
the increasing prevalence of captive consumption.  Captive consumption is
a situation where a company uses the benzene it manufacturers rather than
sells it.  In recent years, over one-half of the benzene produced has
been captively consumed.
     The trends exhibited by the sales value each year corresponded to
sales volume until 1973.  In 1973 the sales values increased sharply
because of higher unit sales values.
     Table 7-2 summarizes recent and historical capacity utilization
rates for benzene.  The utilization rate has varied (59 to 88 percent) in
a roughly cyclic manner over the years, but has remained relatively
constant since 1972.  Based on quarterly-reported rates for the past
2 years, the utilization rate peaked at 79 percent in the beginning of
1977; the utilization rate then dipped to 67 percent in the third quarter
of 1978.   In the first quarter of 1979, the utilization rate began to
rise again, reaching 70 percent.
7.1.2  Methods of Manufacture
     Benzene is manufactured using five major methods.  Four out of five
methods employed in the manufacture of benzene use refinery products as
the feedstock.  These methods include (1) extraction from catalytic reformate,
(2) toluene dealkylation, (3) toluene disproportionation, and (4) the ..
processing of benzene from pyrolysis gasoline.  A fifth method involves
processing benzene from coke-oven light oil, which is a byproduct of the
conversion of coal into coke for steel manufacturing.   In most cases,
benzene producers obtain the raw material from which benzene is made from
their own refinery or manufacturing operations.  In other cases, a benzene
producer may buy benzene-containing material from another source.
7.1.3  Uses of Benzene
     Benzene is used almost exclusively as a feedstock material in the
production of other chemicals.   Twenty-five percent of these chemicals
are ultimately used in consumer goods, including packaging, toys, sporting
                                                                  3
goods, disposables, novelties,  and other small manufactured items.    The
                                 7-4

-------
Table 7-2.  BENZENE CAPACITY UTILIZATION RATES
Period
A.





B.







3
Recent rates
1st Quarter 1979
3rd Quarter 1978
1st Quarter 1978
3rd Quarter 1977
1st Quarter 1977
Historical rates2'3'16
1978
1977
1976
1975
1974
1973
1972
Capacity utilization rate (percent)

70
67
73
75
79

68
72
79
59
85
88
79
                   7-5

-------
 major benzene-derived chemicals used in manufacturing these products
 include styrenics such as polystyrene,  epoxy resins,  acrylonitrile-
 butadiene-styrene (ABS),  and styrene acrylonitrile (SAN).   Seventeen
 percent of the derivatives,  including nylon  fibers and resins,  ABS,
 polystyrene,  phenolics, and  epoxies, are used in  the  manufacture  of
 household goods such as furniture,  appliances,  and carpeting.3  The
 transportation industry also uses  17 percent of the benzene derivatives
          3
 produced.    Plastics,  fibers,  elastomers,  and rubber  are  used in  the
 production of boats,  airplanes, trucks,  and  automobiles.3
      As shown in Table 7-3,  the manufacture  in  the United  States  of three
 chemical  products consumed 83  percent of the benzene  produced in  1976.
 These products are ethylbenzene from which styrene is made,  cumene from
 which phenol  is made,  and cyclohexane.   Other products  derived  from
 benzene include chlorobenzene,  nitrobenzene,  maleic anhydride,  and
 detergent alkylate.
 7.1.4  Benzene Prices
      As shown in Table 7-4,  benzene  prices stayed  between  $0.06 and $0.09
 per  kilogram  ($0.20  and $0.30  per gallon,  respectively) from 1965 to
 1973.   In  response to  the 1974 oil embargo,  prices  jumped  to almost $0.20
 per  kilogram  ($0.67 per gallon).  Although the  average benzene price in
 1978 declined to about $0.22 per kilogram  ($0.74 per  gallon) compared to
 the  1977  price of about $0.23  per kilogram ($0.76  per gallon), the oil
 shortage  in late 1978  sent prices to $0.39 per  kilogram ($1.30 per gallon),
 and  in  1979 some spot  prices exceeded $0.60 per kilogram ($2.00 per
 gallon).
      This price  fluctuation  indicates the  close relationship between
 benzene and crude  oil  prices.   Benzene made from coke-oven light oil  also
 experiences sharp  price increases as  a result of market factors.
 7.1.5  Market  Factors  that Affect the Benzene Industry
      Benzene is  contained  in chemical feedstock that could be diverted to
 other uses.  Therefore, the end product derived from benzene must be
profitable enough to justify recovering benzene from that feedstock
material.  Whether these materials will be diverted from other uses to
the manufacture of benzene depends on a number of factors.   These factors
                                 7-6

-------
      Table 7-3.   PERCENT OF 1976 BENZENE.PRODUCTION USED IN THE

                 MANUFACTURE OF MAJOR BENZENE-CONSUMING PRODUCTS*
Benzene consuming
     product
Percent of 1976 benzene
production used in the
product's manufacture
   Ethyl benzene

   Cumene

   Cyclohexane

   All others
          51

          17

          15

          17
                                      7-7

-------
              Table 7-4.   UNIT  SALES VALUE OF  BENZENE'
                          Unit sales valuec
Year

1978
1977
1976
1975
1974
1973
1972
1971
1970
1969
1968
1967
1966
1965
Petroleum benzene
Cents
per
kilogram
22.1
22.7
22.9
21.0
19.7
8.7
6.0
6.0
6.6
6.6
6.3
7.2
7.2
7.2
Cents
per
gallon
74.0
76.0
76.5
70.1
65.8
29.0
20.0
20.0
22.0
22.0
21.0
24.0
24.0
24.0
Coke-oven benzene
Cents
per
ki 1 ogram
22.1
24.5
23.8
22.4
22.8
8.0
6.0
6.0
6.3
6.6
6.6
7.2
7.2
6.9
Cents
per
gallon
74.0
82.0
79.4
75.0
76.3
26.7
20.0
20.0
21.0
22.0
22.0
24.0
24.0
23.0
Total sales value divided by total sales quantity.
                                 7-8

-------
include the value of the material in which the benzene is contained, the
value of the unrecovered benzene, and the cost of recovery.
     The gasoline market is one factor that directly affects the benzene
industry in the manner just discussed.  Both catalytic reformate and
toluene are used as sources from which high octane compounds for gasoline
are produced.   When these materials yield higher profits when they are
employed in the production of gasoline than when benzene is recovered
from them, they are more likely to be diverted for use in gasoline.
     Demand for benzene is also affected by general economic conditions
because of its uses as a feedstock in other products.   The automobile
industry's behavior affects benzene demand because styrene is used in
tires.  Similarly, the construction industry also has an effect on the
demand for benzene because of the use of aniline in the manufacture of
building insulation materials, and the use of benzene-based fibers for
manufacturing.
     Table 7-5 lists the products made from benzene for which alternate
chemicals can be substituted for benzene as a feedstock.  Essentially all
benzene substitutes used are derived from either petroleum or natural
gas.  Therefore, any move to switch from benzene to these alternate
feedstocks cannot be expected to alter the close relationship between the
costs of these products and the cost of crude oil or natural gas.'
7.1.6  Import/Export Considerations
     Benzene  imports do not represent a large portion of the total benzene
production.   In  1976, net benzene imports of 56.8 gigagrams (17 million
gallons) represented only 1 percent of the total 1976 supply.  Should
benzene-containing material be diverted to gasoline manufacture in the
United States, resulting in a tightened benzene  supply  (see Section 7.1.5),
there  is a possibility  that benzene imports would  increase.  However, the
overall import/export situation  is not expected  to be a long-term major
factor in the domestic  supply of benzene.
      As shown in Table  7-6, during the 1950's more benzene was  imported
than exported.   During  the  1960's exports began  to exceed  imports,  reaching
a maximum  net export  level  of 256 gigagrams  (76.6  million gallons)  in
1967.  This  situation  was the  result of increasing  overseas chemical
operations  that  used  U.S.-produced  benzene  until local  supplies became
available.    Once these supplies came on-line  in the  1970's, U.S.  imports
                                  7-9

-------
        Table 7-5.  SUBSTITUTES FOR PRODUCTS MADE FROM BENZENE
                                                              8
Benzene-based product
         Benzene substitute
Maleic anhydride

Ethyl benzene
Cyclohexane
Biphenyl
Oxidation of n-butane; byproduct
of phthalic anhydride (xylene
derivative)
Mixed xylene streams
Natural gas
Byproduct  of toluene dealkylation
                            7-10

-------
                                                                       o «• 
                                j us co •» oo ig ^ o o i  i  i  i  i
                                !     ^H ^-4 ^-< OJ CM «-»
t
a
             .i?

             1
             s
             O-
                                   l-^CO OCM IDU3 I  I  I  I  I  I  I  I
                                         -

                                    7-11

-------
again exceeded exports.  U.S. demand for imported benzene continued
despite price increases in 1974.
7.1.7  Benzene-Producing Companies
     Table 7-7 lists 37 companies that produced benzene in 1976.   Currently,
28 of the companies are in the petroleum business, five are steel companies,
and three are chemical companies.  The remaining company is a joint
venture between one petroleum company and two chemical companies.
     Benzene production is fairly concentrated geographically, with over
80 percent of the production capacity located in five states or territories:
Texas, Puerto Rico, Louisiana, Pennsylvania, and the Virgin Islands.
Table 7-8 gives the percentage of production capacity located in each
state.  Figure 7-2 geographically locates these percentages.
     The benzene industry is not monopolized by one company.  Table 7-9
shows each company's share of the total national production capacity.  No
single company exceeds a 10 percent share, and it takes the combined
shares of 15 companies to account for 80 percent of the total capacity.
     Almost all benzene-producing companies have sales exceeding one
billion dollars annually.  As illustrated in Table 7-10, benzene production
does not represent a large percentage of these companies' total sales.
Benzene production is  greater than a 5 percent share of sales for only
two companies.
     Commonwealth Oil  Refining  Company, which has the largest benzene
production capacity and the  greatest benzene-production-to-total-sales
ratio, has been operating under  Chapter 11 of the Federal Bankruptcy Act
since March 2, 1978.   The company is trying to financially recover  but is
also being considered  for acquisition by both the Charter Company and the
Arabian Seasoil Corporation.
7.1.8  Replacement Rate of Equipment
     The replacement rate of benzene-manufacturing equipment and benzene
storage equipment  is  low.  This  is because companies tend to refurbish their
equipment on  a continual basis  rather than purchase replacements.   This
practice is characteristic of most refinery operations.
7.1.9  Benzene-Consuming Companies
     Tables 7-11 through 7-13 list companies that manufacture ethyl-
benzene and styrene, cyclohexane, and cumene.  These products represent
                                  7-12

-------
                Table 7.-7-.  BENZENE-PRODUCING COMPANIES"
  Company and location
   Annual benzene capacity
    as of January 1, 1977
Gi gaxjrams   Mi 11 i on   Mi 11 i on
    . _   .   gallons    pounds
Amerada Hess Corporation
  Hess Oil Virgin Islands
  Corporation (subsidiary)

    St. Croix, VI                 . 217

American Petrofina Inc.
  American Petrofina Co.
  of Texas, subsidiary

    Port Arthur, Texas              67

  American Petrofina Co. of
  California (joint venture)
    Beaumont, Texas                 74

  Cosden Oil & Chemical Co.,
  subsidiary
    Big Spring, Texas              194

Armco Steel Corporation
  Middletown Ohio                   10

Ashland Oil Inc.
  Ashland Chemical Company,
  Division
  Petrochemical Division
    Ashland (Catlettsburg),        214
    Kentucky
    North Tonewanda                 77
    (Buffalo), New York

Atlantic  Richfield Company
  ARCO  Chemical Co.,  Division
    Channel view,  Texas             107
    Houston,  Texas                 140
    Wilmington, California          40

Bethlehem Steel Corporation
   Bethlehem,  Pennsylvania           13

   Lackawanna, New York
              65  .
               20
               22
               58
               64


               23
               32

               42

               12
479
147
162
427
                          22
471


169
236

309

  88



  29
                          (continued)
                             7-13

-------
                            Table 7-7.   Continued
                                      Annual benzene capacity
                                       as of January 1, 1977
  Company and location
                                   Gigagrams
Bethlehem Steel Corporation
 (Continued)
  Sparrows Point, Maryland

CF&I Steel Corporation9

  Pueblo, Colorado

The Charter Company
  Charter Oil Co., subsidiary
    Charter Chemicals-Charter
    International .Oil Co.,
    subsidiary

    Houston, Texas

Cities Service Company
  Lake Charles, Louisiana

Coastal States Corporation
  Coastal States Gas Producing Co.
    Coastal States Petrochemical
    Co., subsidiary
      Corpus Christi, Texas

Commonwealth Oil Refining
Company, Inc.
  Commonwealth Petrochemicals,
  Inc., subsidiary
    Penuelas, Puerto Rico

Corpus Christi Petrochemicals Co.

  Champlin Petroleum Co. (37.5%)/
  Imperial Chemical Industries
  Ltd.  (37.5%)/Soltex Polymer
  Corp. (25%) (Joint Venture)
 50
 10
 17
 84
234
618
         Mi 11i on    Mi 11i on
         gallons"    pounds
 15
 25
 70
110
            22
            37
184
516
185      1,363
The companies are constructing a 1.2
billion pound per year ethylene factory
based on gas, oil, and naphtha.  Ben-
zene capacity is estimated to be 100
gigagrams (30 million gallons) per year.
Estimated completion date is early 1980.
                               (continued)
                                   7-14

-------
                          Table  7-7.   Continued
                                      Annual  benzene capacity
                                       as of January 1, 1977
  Company and location
                                   Gigagrams
Million
Gallons
Million
 pounds
Crown Central Petroleum Corp.
  Pasadena, Texas                      77
The Dow Chemical Company
  Dow. Chemical U.S.A.
    Bay City, Michigan                100
    Freeport, Texas                   167
    Plaquemine, Louisiana            '  -
Exxon Corporation
  Exxon Chemical Co., Division
    Exxon Chemical Co. U.S.A.
      Baton Rouge, Louisiana          234
      Baytown, Texas                  200
Getty Oil Company
  Getty Refining & Marketing Co.
  subsidiary
    El Dorado, Kansas                  43
Gulf Oil Corporation
  Gulf Oil Chemicals Co., Division
    Petrochemicals Division
      Alliance, Louisiana             224
      Philadelphia, Pennsylvania      124
      Port Arthur, Texas              134
Independent Refining Corporation
  Winnie, Texas                        10
Kerr-McGee Corporation
  Southwestern  Refining Co.,
  Inc., subsidiary
    Corpus Christi, Texas              53
  23
  30
  50
  70
  60
  13
  67
  37
  40
  16
  169
  221
  368
  516
  442
   96
  493
  273
  295


   22
  118
                               (continued)
                                  7-15

-------
                        Table 7-7.  Continued
  Company and location
   Annual  benzene capacity
    as  of  January 1.  1977
Gigagrams  Million   Million
           gallons    pounds
The LTV Corporation
  Jones & Laugh!in Industries,
  Inc.
    Jones & Laugh!in Steel
    Corp., subsidiary
      Aliquippa, Pennsylvania
Marathon Oil Company
  Texas City, Texas
Mobil Corporation
  Mobil Oil Corporation
    Mobil Chemical Co.,  Division
      Petrochemi cals Di vi s i on
        Beaumont, Texas
Monsanto Company
  Monsanto Chemical  Intermediates
  Company
    Alvin  (Chocolate Bayou)/
    Texas  City, Texas
Pennzoil Company
  Atlas Processing  Co.,
  subsidiary
    Shreveport,  Louisiana
Phillips  Petroleum  Company
  Phillips Chemical  Company
    Sweeny, Texas
   Phillips Puerto Rico Core,
   Inc.,  subsidiary
     Guayama,  Puerto Rico
    33
    23
   200
   284
    50
    33
    368
10
60
85
15
 10
 110
 74
           52
442
626
110
 74
810
                                (continued)
                                   7-16

-------
                        Table  7-7.   Continued
                                      Annual  benzene capacity
                                       as of January 1, 1977
  Company and location
                                   Gi gagrams
        Mi 11i on
        gallons
       Mi'I lion.
       pounds
Quintana-Howell
 '(Joint venture of Quintana
  Refinery Company and the
  Howell Corporation)
    Corpus Chris1 ti, Texas              23
Shell Oil Company
  Shell Chemical Company,
  Division
    Deer Park, Texas                  301
    Odessa, Texas                      40
    Wood River, Illinois              150
Standard Oil Company  of California
  Chevron Chemical Company,
  subsidiary
     El  Segundo, California
Standard Oil Company (Indiana)
  Amoco Oil  Company,  subsidiary
     Texas  City, Texas
The Standard Oil  Company (Ohio)
   BP Oil  Inc., subsidiary
     Marcus Hook,  Pennsylvania
 Sun Company, Inc.
   Sun Oil Company of Pennsylvania,
   subsidiary
     Sun Petroleum Products Company,
     subsidiary
        Corpus  Christi, Texas           127
        Marcus  Hook Pennsylvania         97
        Toledo, Ohio                    164
        Tulsa,  Oklahoma                   80
 77
284
 27
           90
           12
           45
23
85
            38
            29
            49
            24
                     52
          663
           88
          331
169
626
           59
           280
           214
           361
           177
                                (continued)
                                   7-17

-------
                        Table 7-7.  Concluded
                                      Annual benzene capacity
                                       as of January 1, 1977
  Company and location
                                   Gigagrams
Tenneco, Inc.
 • Tenneco Oil Company, Division
    Chalmette, Louisiana
Texaco, Inc.
  Port Arthur, Texas
  Westville, New Jersey
Union Carbide Corporation
  Chemicals and Plastics, Division
    Taft, Louisiana
  Union Carbide Carbide, Inc.,
  subsidiary
    Penuelas, Puerto Rico
Union Oil Company of California
  Chicago (Lemont), Illinois
Union Pacific Corporation
  Champ!in Petroleum Company,
  subsidiary
    Corpus Christi, Texas
                               a
United States Steel Corporation
  USS Chemicals, Division
    Clairton, Pennsylvania
    Geneva, Utah
Total
   33

  150
  117


  234
   57
   33
  150
   13
           Million
           gallons
10

45
35



70
17
10
45
 4
        Mi 11i on
         pounds
6,683     2,000
 74

331
258


516
125
 74
331
 29
       14,730
   These companies produce coal-based rather than petroleum-based benzene.
                                  7-18

-------
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7-20

-------
Table 7-9.  COMPANY SHARES OF TOTAL BENZENE CAPACITY, 1976
                     (ranked by share)
                                                          10
Company
Commonwealth Oil Ref. Co.
Shell Oil Co.
Gulf Oil Corp.
Sun Co.., Inc.
Exxon Corp.
Phillips Petroleum
American Petro fina, Inc.
Ashland Oil
Atlantic Richfield Co.
Monsanto
Standard Oil Co. (Indiana)
Dow Chemical Co.
Texaco Inc.
Central States Corp.
Union Carbidt Corp.
Amerada Hess Corp.
Mobil Corp.
United States Steel Corp.
Cities Service Co.
Crown Central Petro.
Standard Oil of Calif.
Bethlehem Steel
Union Oil Company of Calif.
Kerr-McGee
Pennzoil Co.
Getty Oil Co.
The LTV Corp.
Union Pacific Corp.
Tenneco Inc.
Standard Oil Co. (Ohio)
Marathon Oil Co.
Quintana-Howell
The Charter Co.

Armco Steel Corp.
CF&I Steel Corp.,
Independent Refining Corp.
Totals
Number
of
plants
1
3
3
4
2
2
3
2
3'
1
1
2
2
1
1
1
1
2
1
1
1
2
1
1
1
1
1
1
1
1
1
1
1

1
1
1
54

Gigagrams
617
491
481
468
434
401
334
291
287
284
284
267
267
234
234
217
200
164
84
77
77
63
57
53
50
43
33
33
33
27
23
23
17

10
10
10
6,680
Capacity
Million
jail ons
185
147
144
140
130
120
100
87
86
85
85
80
80
70
70
65
60
49
•25
23
23
19
17
16
15
13
10
10
10
8
7
7
5

3
3
3
2,000

Mill ton
pounds
1,363
1,082
1,061
1,032
958
884
736
640
633
626
626
589
589
516
516
479
442
360
184
169
169
139
125
118
no
96
74
74
74
59
52
52
37
97
L.C.
22
22
14,730
Percent
of total
capacity
9.25
7.35
7.2
7.0
6.5
6.0
5.0
4.35
4.3
4.25
4.25
4.0
4.0
3.5
3.5
3.25
3.0
2.45
1.25
1.15
1.15
0.95
0.85
0.8
0.75
0.65
0.5
0.5
0.5
0.4
0.35
0.35
0.25
0.15

0.15
0.15
100.0
                        7-21

-------
Table 7-10.  RATIO OF MARKET VALUE OF BENZENE PRODUCTION TO
     TOTAL SALES IN 1976 FOR BENZENE-PRODUCING COMPANIES
                                                        11
Market value
. of benzene
production, Total .sales
Major line 19763 1976D
Company of business (million $) (million $)
Amerada Hess Corp.
American Petrofina, Inc.
Armco Steel Corp.
Ashland Oil , Inc.
Atlantic Richfield Co.
Bethlehem Steel
CF & I Steel Corp.
The Charter Co.
Cities Service Co.
Coastal States Gas
Corp.
Commonwealth Oil Ref.
Co.
Crown Central Pet.
Dow Chemical Co.
Exxon Corp.
Getty Oil Co.
Gulf Oil Corp.
Independent Ref. Corp.
Kerr-McGee Corp.
The LTV Corp.
Marathon Oil Co.
Mobil Corp.
Monsanto
Pennzoil Co.
Phillips Pet. Co.
Quintana-Howell
Shell Oil Co.
Standard Oil Co.
of Calif. .
Standard Oil Co.
(Indiana)
•Standard Oil Co. (Ohio)
Sun Co., Inc.
Tenneco Inc.
Petroleum
"
Steel
Petroleum
it
Steel
II
Petrol eum
ii

it

it
H
Chemicals
Petroleum
H
ti
ii
it
Steel
Petroleum
M
Chemicals
Petroleum
n
H
n
M
n
M
,,
II
37.5 '
57.7
1.7
50.2
. 50.0
11.0
1.7
2.9
14.4

40.4

106.8
13,3
46^2
75.1
7.5
83.2
1.7
9.2
5.8
4.0
34.6
49.1
8.7
106.3
4.0
85.0
13,3
49.1
85.5
80.8
5.8
3,914.6
1,070.9
3,151.0
4,086.9
8,462.5
5,248.0
413.0
1,190.9
3,964.6

N.A.

1,071.4
511.7
5,652.1
48,631.0
3,058.7
16,451.0
N.A.
1,955.1
4,497.0
3,488.4
26,063.0
4,270.2
1,021.4
5,697.5
N.A.
9,230.0
19,434.0
11,532.0
2,916.4
5.387.1
6,423.4
Value of benzene
production as a
% of total sales
1.0
5.4
.1
1-2
0.6
0.2
0.4
0.2
0.4

— - ,

10.0
2.6 :
0.8
0.1
0.2
0.5
.
0.4 .
0.1
0.1
0.1
1.1
0.8
1.2
-
0.9
0.0
0.4
2.9
1.5
0.0
                               (continued)
                             7-22

-------
                      Table  7-10.   Concluded
 Company
                                   Market value
                                   of benzene
                                   production,  Total.sales   Value of benzene
                                      tntrs      1976        production as a
Major line      .-.-       -—        •   ,
of business  (million $)  (million $)   % of total  sales
Texaco Inc.
Union Carbide Corp.
Union Oil Co. of
Calif.
Union Pacific Corp.
United States Steel
Corp.
Petroleum
Chemi cal s
Petroleum
II
Steel
46.2
40.4
9.8
5.8
28.3
26,452.0
6,345.7
5,350.7
2,024.3
8,604.2
0.2
0.6
0.2
0.3
0.3
aThis figure is  derived from the following formulas:
 Total plant capacity X average percent of capacity at which plants
 operate multiplied  by the average market price per unit of benzene.
 Plant capacities given in Table 7-9.
 Capacity operating  percentage = 75 percent.
 Average 1976 unit market price = $0.77/gallon.
bNA = Not available.
                                 7-23

-------
Teble 7-11*  MAXIMUM BENZENE REQUIREMENTS OF U.  S.  PRODUCERS

                 OF ETHYLBENZENE AND STYRENE9
                               Maximum benzene  requirements
                                      of ethyl benzene
                                   as of January 1,  1977
    Company and location
American Hoechst Corporation

  Foster Grant, Co., Inc.
  subsidiary
    Baton Rouge, Louisiana         400

Atlantic Richfield Company

  ARCO/Polymers, Inc.
  subsidiary
    Port Arthur, Texas              l72

COS-MAR, Inc.
   (joint venture of  Borg-
   Warner Corporation and
   Cosden Oil  & Chemical  Co.)
    Carville,  Louisiana

The Dow Chemical Company

   Dow Chemical  U.S.A.
    Bay City/Midland,  Mich.

    Freeport, Texas

 El  Paso Natural Gas  Company

   El  Paso  Products Co.
   subsidiary
     Odessa, Texas                    95

 Gulf Oil  Corporation

   Gulf Oil Chemicals Co.
   division
     Petrochemicals Division
       Welcome  (Donaldsonville),
       Louisiana                    212
524
190

595
         120
          52
 57

178
           28
        882
         380
157    1,155
  418

1,311
         209
           63      467
                          (continued)
                                   7-24

-------
               Table 7-11.  Concluded
    Company and location
Maximum benzene requirements
       of ethyl benzene
    as of January 1, 1977

Elgag^s^  »""°."
Monsanto Company

  Monsanto Chemical
  Intermediates Co..
    Texas City, Texas            565

Standard Oil Company (Indiana)

  Amoco Chemicals  Corp.
  subsidiary
    Texas City, Texas            340

Sun Company, Inc.

  Sun  Oil Co.  of  Pa.
  subsidiary
    Sun  Petroleum Prod.
    Co., subsidiary
       Corpus Christi,  Tx.

Union  Carbide  Corporation

   Chemicals &  Plastics,
   division
     Seadrift,  Texas               117
       TOTAL
      21
   3,231
              169    1 ,246
              102
 749
                35.
  258
                                           967
7,122
                              7-25

-------
       Table 7rT2.  MAXIMUM BENZENE REQUIREMENTS OF
                U. S. PRODUCERS OF CUMENE12
                               Maximum benzene requirements
                                   as of January 1. 1977
    Company and location
                               G1gagrams
       Million Million
       gallons pounds
Ashland Oil, Inc.
  Ashland Chemical Company
  division
    Petrochemicals Division
    Ashland (Cattlettsburg)
    Kentucky

Clark Oil & Refining Corp.
  Clark Chemical Corp.
  subsidiary
    Blue Island, Illinois

Costal States Gas Corp.
  Costal States Marketing, Inc.
  subsidiary
    Corpus Christi, Texas

Getty Oil Company
  Getty Refining & Marketing
  Company, subsidiary
    El Dorado,  Kansas

Gulf Oil Corporation
  Gulf Oil Chemicals  Co.
  division
    Petrochemicals Division
      Philadelphia, Pa.
      Port Arthur, Texas

Marathon Oil  Company
  Texas'  City, Texas
109
 34
 44
 42
117

141



  66
33
10
13
13
241
 76
 97
 93
 35     259

 42  .   310



 20     145
                                  7-26

-------
                  Table  7-12.   CONCLUDED.
                               Maximum benzene requirements
                                   as of January 1 . 1977
    Company and location
                               ranvamc
                               Gigagrams
                                          Ml 11 i On   Mi 11 i On
Monsanto Company
  Monsanto Chemical
  Intermediates Co.
    Chocolate Bayou, TX             224

Standard Oil Company of Calif.

  Chevron Chemical Co.
  subsidiary
    Petrochemical  Division
      Industrial Chemicals
        El Segundo, CA               30

Standard Oil Co. of Indiana
  Amoco  Chemicals  Corp.
  subsidiary
     Texas  City,  Texas

 Sun  Company,  Inc.

  Sun  Oil  Company  of Pa.
  subsidiary
     Sun  Petroleum  Products  Co
     subsidiary
       Corpus  Christi, Texas

 Texaco Inc.
   Westville,  New Jersey

 Union Carbide Corporation

   Union Carbide, Inc.
   subsidiary
     Penuelas, Puerto Rico
10
 78
 44
201
      TOTAL CAPACITY               1,139
         67
23
13
60
        493
                   69
         21
172
 97
442
          341     2,515
                                  7-27

-------
            Table 7-13.  MAXIMUM BENZENE REQUIREMENTS OF

                  U. S. PRODUCERS OF CYCLOHEXANE13
   Company and location
                                      Maximum Benzene Requirements
                                         As of January 1, 1977
                                                Million
Gigagrams  gallons
     Million
     pounds
American Petrofina, Inc.

  Cosden Oil & Chemical Co
  subsidary
    Big Springs, Texas

Commonwealth Oil Refining Co., Inc.

  Corco Cyclohexane, Inc.
  subsidiary
    Penuelas, Puerto Rico

Exxon Corporation

  Exxon Chemical Co., division
    Exxon Chemical Co. USA
      Baytown, Texas

Gulf Oil Corporation

  Gul f Oi 1 Chemi cal s Co.,
  division
    Petrochemicals Division
      Port Arthur, Texas

Phi11i ps Petroleum Company

  Phillips Chemical Company
    Sweeny, Texas

  Phillips Puerto Rico Core, Inc.,
  subsidiary
    Guayama, Puerto Rico

Sun Company, Inc.

  Sun Oil Company of Pa.
  subsidiary
    Sun Petroleum Products Co.
      Tulsa, Oklahoma

Texaco Inc.
  Port Arthur, Texas
     33
    no
    137
     99
    146
    198
     77
    no
10
33
41
30
44
59
23
33
 73
243
303
219
322
437
170
243
                             (continued)

                                7-28

-------
                    Table 7-13.   Concluded
                                      Maximum  benzene requirements
                                         as  of January  1, 1977
Company
and
location
Gigagrams
Mil
gal
Ion
ons
Million
pounds
Union Oil Company of California

  Beaumont, Texas

Union Pacific Corporation

  Champ!in Petroleum Co.
  subsidiary
    Corpus Christi, Texas


       TOTAL
   83
   61
1,052
 25
  182
 18
316
  134
2,326
                                  7-29

-------
the major uses of benzene.  The companies are primarily in the petroleum
or chemical business.  The geographic distribution of the companies is
given in Table 7-14 based on their maximum benzene requirements.   Con-
sumption of benzene in the manufacture of these products is heavily
concentrated in Texas and Louisiana, which combined account for over
80 percent of the benzene product requirements.
     Table 7-15 characterizes each firm in terms of its share of the
total benzene requirement and its total sales in 1977.  The lowest sales
for any individual benzene consumer listed is $876 million.  The companies
requiring the largest amounts of benzene are Monsanto Company, Dow Chemical,
and Gulf Oil Company.
7.1.10  Projected Growth Rates
     A survey of industry projections indicates that the growth rate of
benzene production facilities is in the range of 5 to 5.7 percent per
year through 1985.15'16'17'18  These estimates were made prior to the
1979 oil shortage, however, and it is believed that they are on the high
side.  Therefore, in the projection of affected facilities in Section 7.1.11,
a growth rate of 5 percent was used.  This value allows for the replacement
of retired tanks.
     All announced expansions of benzene production capacity in 1976 were
                                                         q
at present production sites, except for three new plants.   More recent
information indicates that plans for two of the plants have been
cancelled.19'20
     Through 1985, benzene produced via toluene dealkylation is expected
to decrease by 4 percent per year and benzene produced in ethylene plants
                                                21
is expected to increase by 8.5 percent per year.    Benzene made via
                                                                  21
refinery reformate is expected to grow by only 2 percent per year.
     Between 1980 and 1990, the amount of benzene used in ethyl benzene is
                                                   22
expected to increase by about 4.5 percent per year.    During the same
period, the amount of benzene used in cyclohexane increased by about
          22
5 percent.
7.1.11  Benzene Storage Facility Growth Estimates
     Based on an industry survey, there are 143 facilities with benzene
storage tanks in the United States.   These facilities include 28 large
producers,  34 small  producers, 77 consumers,  and 4 bulk storage terminals
(see Section 3.3.2 for a definition of large and small producers).
                                 7-30

-------













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-------
Table 7-15.  TOTAL BENZENE REQUIREMENT AND 1977 ANNUAL  SALES
                 OF BENZENE-CONSUMING COMPANIES9'12'13'14

Maximum benzene
ppn7pnp requirement
consumer Gigagrams
American Hoechst
American Petrofina
Ashland Oil, Inc.
Atlantic Richfield Co.
COS-MAR, Inc.
(joint venture
Borg Warner Corp.
and Cosden Oil &
Chemical Co.)
Clark Oil & Refining
Company
Coastal States Gas
Corporation '
Commonwealth Oil
Refining Co., Inc.
The Dow Chemical Co.
El Paso Natural
Gas Company
Exxon Corporation
Getty Oil Company
Gulf Oil Corporation
Marathon Oil Company
Monsanto Company
Phillips Petroleum Co.
Standard Oil Co.
(Indiana)
Standard Oil of
California
Sun Company, Inc.
(subsidiary of Sun
Oil of Pennsylvania)


400
33
109
172
524
34
44
no
785.
95
137
42
569
66
789
344
350
30
176


million
gallons
120
10
33
52
157
10
13
33
235
28
41
13
170
20
236
103
105
9
52
(continued)
, 7-32
Percent total
benzene
requirement
7.4
0.6
2.0
3.2
9.7
0.6
0.8
2.0
14.5
1.7
2.5
0.8
10.5
1.2
14.5
6.3
6.4
0.6
.3.3


Sales, 1977
unless otherwise
indicated1*
(million dollars]
11,287.4
1,076.4
54,262.0
(YE 9/78)
10,969.0
2,031.9
NA
876.0
3,452.6
930.5
6,234.3
1,694.7
54,126.0
3,320.0
17,840.0
4,252.0
4,594.5
6,284.2
13,020.0
20,917.0
6,418.1



-------
                           Table  7-15.   Concluded

Benzene

consumer
Texaco, Inc.
Union Carbide Corp.
Union Oil of CA.
Union Pacific Corp.
Maximum benzene
requirement

Gigagrams million
gallons
154 46
318 95
83 25
61 18
Percent total
benzene
requirement

-2.8
5.9
1.5
1.1
Sales, 1977
unless otherwise
indicated13
(million dollars)
27,920.0
7,036.1
5,668.5
2,024.3
 100 percent benzene  requirement  for ethyl benzene and styrene, cyclohexane,
 and cumene  = 5,425 Gg  (1,624 million gallons).


^Companies whose  sales  are  unavailable do not have a 10-K on file with
 the Security Exchange  Commission and are assumed to be privately held.
 It is  likely that their  sales  figures are  lower than those of publicly
 held companies.   NA  =  Not  available and YE = Year ended.
                                    7-33

-------
     In Section 6.2.2, a 5 percent growth rate (see Section 7.1.10) was
applied to the 1979 baseline number of facilities to estimate the number
of facilities in 1980, 1985, and 1990.  The results of these calculations
are shown in Table 6-5.
7.2  COST ANALYSIS OF CONTROL OPTIONS FOR BENZENE STORAGE TANKS
     This section presents estimates of the capital cost, annualized
cost, and cost effectiveness developed by applying each of the control
options in Tables 5-1 and 5-2 to each new and existing model plant in
Table 5-5.  The capital cost, which represents the initial investment for
control equipment and its installation by the owner or operator of a
facility, was developed using vendor  quotes, EPA reports, and the K.M.
Guthrie method of estimating capital  cost.23  The capital cost was then
annualized by using a capital recovery factor of 13.15 or 16.27 (see
Section 7.2.1.2), which was based  on  equipment life and the  interest  rate
on  the capital.  The  total  annualized cost  attributable to the control
equipment was estimated by  adding  the annual  costs  for maintenance and
inspections,  if  necessary,  and  the annual taxes  to  the annualized  capital
cost.  The  net annualized cost  was estimated  by  subtracting  the value of
the annual  amount  of  benzene  saved (a solvent credit  of  $0.34/liter)  from
the total annualized  cost.  The cost  effectiveness  of applying  a particular
control  option to  a model plant was determined by  dividing the  net annualized
cost by  the emissions reduction of the  control option with respect to the
baseline emissions.   The  cost effectiveness permits a comparison of each
option on an equal  basis  with the baseline.  The marginal  cost  effective-
ness, which can  be used to  evaluate an  option relative to the preceeding
option,  was also determined.   The marginal  cost  effectiveness was  estimated
by dividing the  difference  in the net annualized costs between two options
 by the difference in  the emissions reductions between those options.
7.2.1  Existing Facilities
      7.2.1.1  Capital costs.   The capital costs  for the control options
 not requiring the use of a vapor control system were based on cost esti-
 mates obtained from vendors and the Control Techniques Guideline (CTG)
 for external floating-roof tanks.24  Vendors  were contacted and asked
                                   '-1A

-------
to provide estimates of the costs to install fixed or internal floating
roofs on existing storage tanks (Tables 7-16, 7-17, 7-18, and 7-19).   The
external floating-roof tank CTG was the source of the costs for cleaning,
degassing, and certifying modified tanks and installing secondary seals
on external floating roofs (Table 7-20).  The secondary seal costs were
also used to evaluate the costs of retrofitting internal floating roofs
with secondary seals.
     Because the costs for modifying existing storage tanks were obtained
for a range of five tank sizes, the cost of modifying each tank in a
model facility was estimated by performing a straight line linear regression
analysis'on the five paired functions of cost and tank size.  These five:
paired functions included: (1) the cost of fitting a roof on an external
floating-roof tank versus the square of the tank diameter, (2) the cost
of installing a secondary seal on an internal or external floating roof
versus the tank diameter, (3) the cost of cleaning, degassing, and certi-
fying a tank versus tank volume, (4) the cost of removing a noncontact
internal  floating roof versus the square of the tank diameter, and (5) the
cost of installing a contact or noncontact  internal floating roof versus
the square of the tank diameter.
     The  capital costs of installing a carbon adsorption or thermal
oxidation vapor control system to reduce benzene emissions from an existing
model facility are presented in Tables 7-21 and 7-22, respectively.
These costs were estimated from information supplied by  vendors of the
control equipment.   It was assumed that each  system, which was sized to
recover the emissions from a tank being filled by  a barge at  a rate of
7,750 liters/minute  (2,000 gallons/minute), was connected to  all benzene
                            oq
storage tanks at a  facility.    Approximately 180  meters (600 feet) of
vapor collection pipe was used to connect each tank to  the  carbon adsorp-
tion or thermal oxidation unit.  The carbon adsorption  and  thermal oxidation
systems also  utilized pressure switches and blowers  (see Section 4.2.8).
Water seals were  used to  reduce  the danger  of flashback, and  it was assumed
that an adequate  supply  of  steam was available for regenerating the
carbon  bed if a  carbon  adsorption  unit were used.
     Also included  in  the capital  costs for a carbon  adsorption and a
 thermal  oxidation system was  the  cost  for  safety  devices,  including a
                                  7-35

-------
        Table 7-16.  COST OF INSTALLING A NONCONTACT INTERNAL
             FLOATING ROOF IN AN EXISTING FIXED-ROOF TANK9
Tank .
dimensions
(meters )
8 x 12
13 x 15
14 x 17
21 x 12
27 x 15
Installed capital cost
of an aluminum noncontact,-
internal floating roof '
$ 6,600
10,550
11,750
18,350
25,450
Cost of cleaning,
degassing, and.
certification
$1,300
2,000
2,500
3,400
6,150
Total
cost
$7,900
12,500
14,250
21,750
31,600
.Costs are in first-quarter 1979 dollars.

 Diameter by height

C6ulf .Coast installation.
                                   7-36

-------
          Table  7-17.   COST  OF  INSTALLING A CONTACT  INTERNAL
             FLOATING  ROOF IN AN  EXISTING FIXED-ROOF TANK3
Tank .
dimensions
(meters )
8 x 12
13 x 15
14 x 17
21 x 12
27 x 15
Installed capital
cost of an aluminum
contact internal9fi
floating roof0"10
$ 9,300
15,300
17,500
32,400
48,950
Cost of cleaning,
degassing, and.
certification
$1,300
2,000
2,500
3,400
6,150
Total
cost
$10,600
17,300
20,050
35,800
• 55,100
aCosts are in first-quarter 1979 dollars.
 Diameter by height.
cGulf Coast installation.
                                   7-37

-------
           Table 7-18.  COST OF INSTALLING A FIXED ROOF ON
               AN EXISTING EXTERNAL FLOATING-ROOF TANK*
Tank diameter
(meters)

8 x 12
13 x 15
14 x 17
21 x 12
27 x 15
Installed capital.
cost of aluminum dome ' '

$ 7,600
13,800
15,800
32,600
50,100
__ Cost of cleaning,
degassing, and,,.
certification^
$1,300
2,000
2,500
3,400
6,150
Total
cost

$ 8,900
15,800
18,300
36,000
56,300
 Costs are in first-quarter 1979 dollars.

bGulf Coast installation.
r»
uSelf-supporting aluminum  dome costs  include .removal  of platform  and  ladder
 as well  as addition of new rim angle.
                                  7-38

-------
   Table 7-19.   COST OF  INSTALLING  A CONTACT  INTERNAL  FLOATING  ROOF
        IN  AN EXISTING NONCONTACT  INTERNAL  FLOATING-ROOF  TANK3

Tank .
dimensions
(meters )
8 x 12
13 x 15
14 x 17
21 x 12
27 x 15

Installed capital
cost of an aluminum
contact internal,-
floating roofc'^b
$ 9,300
15,300
17,500
32,400
48,950

Cost of clean-
ing, degassing,
and certifica-
tion24
$1,300
2,000
2,500
3,400
6,150
Cost of
removing
noncontact
internal 20
floating roof
$ 600
1,000
1,100
2,000
2,700

Total
cost
$11,200
18,300
21,200
37,800
57,800
aCosts are in first-quarter 1979 dollars.

 Diameter by height.

°Gulf Coast installation.
                                   7-39

-------
       Table 7-20.   COST OF INSTALLING A SECONDARY SEAL ON AN
            EXISTING INTERNAL OR EXTERNAL FLOATING ROOF3
Tank .
dimensions
(meters )
8 x 12
13 x 15
14 x 17
21 x 12
27 x 15
Installed capital
cost of 24
secondary seal
$ 3,810
5,520
6,400
8,690
10,500
Cost of cleaning,
degassing, and.
certification
, $1,300
2,000
2,500
3,400
6,150
Total
cost
$ 5,100
7,520
8,900
12,090
16,650
Costs are in first-quarter 1979 dollars.

Diameter by height.
                                  7-40

-------
     Table 7-21.   COST OF INSTALLING A CARBON ADSORPTION SYSTEM
                   AT AN EXISTING MODEL FACILITY**


Carbon adsorption
system components
Piping, pressure switches, and
backup pressure switches
Two water seals and two backup
water seals
Two blowers and two backup
bl owers
Benzene saturator and related
equipment
Carbon adsorption unit and
related equipment
Cleaning and degassing
of tanks
Total

Large
benzene
producer
$67,840
12,480
14,560
62,140
109,060
18,000
$284,080

Small
benzene
producer
$43,630
12,480
14,560
62,140
109,060
8,400
$250,270
Benzene
consumer
or bulk
storage
terminal
$27,490
12,480
14,560
62,140
109,060
4,800
$230,530
Costs are in first-quarter 1979 dollars.
                                  7-41

-------
     Table 7-22.  COST OF INSTALLING A THERMAL OXIDATION SYSTEM
                   AT AN EXISTING MODEL FACILITY3



Thermal oxidation
system components
Piping, pressure switches
and backup pressure
swi tches
Two water seals and two
backup water seals
Two blowers and two backup
blowers
Benzene saturator and
related equipment
Thermal oxidation unit
and related equipment
Cleaning and degassing of
tanks
Total


Large
benzene
producer
$67,840
12,480
14,560
62,140
67,020
18,000
$242,040


Small
benzene
producer
$43,630
12,480
14,560
62,140
67,020
8,400
$208,230
Benzene
consumer
or bulk
storage
terminal
$27,490
12,480
14,560
62,140
67,020
4,800
$188,490
Costs are in first-quarter 1979 dollars.
                                   7-42

-------
benzene saturator and redundant pressure switches, water seals, and
blowers.
     The capital cost required for each existing model facility to comply
with the requirements of each control option is shown in Table 7-23.
     7.2.1.2  Annualized costs.  The capital cost for each control option
was annualized using a useful lifetime of 10 years for internal and
                                  30
external  floating roofs and seals.    All other hardware including fixed
roofs, carbon adsorption systems, and thermal oxidation systems was
assumed to have a useful lifetime of 15 years.   No salvage value was used
in estimating the annualized cost for any option.
     Using a 10 percent interest rate in conjunction with these useful  :
lifetimes, the capital recovery rates are 16.27 percent and 13.15 percent
for 10 years and 15 years, respectively.  With the addition of a 4 percent
rate for taxes, insurance, and administrative expenses, the capital
recovery rates become 20.27 percent and 17.15 percent, respectively.
     A yearly maintenance charge of 5 percent of the installed capital
cost was added when converting a fixed-roof tank to an internal floating-
roof tank. No charge was assessed when converting an external floating-roof
tank to an internal floating-roof tank.  A yearly maintenance charge of 1
percent of the installed capital cost was included in the costs for the
options requiring the use of a vapor control system.
     When retrofitting a fixed-roof tank with an internal floating roof,
it was assumed that the tank owner or operator would conduct biannual
visual inspections of the internal floating roof through roof hatches on
the fixed roof.  These inspections were estimated to cost $200 annually.
It was also assumed that an additional and more thorough inspection
inside each tank would be conducted at least once every 5 years at an
estimated cost of $1,000, including the costs for cleaning and degassing
the tank.  This 5-year inspection was projected to have an annualized
cost of approximately $200.  Owners or operators of all tanks other than
fixed-roof tanks were assumed  to  already have similar  inspection  schedules.
     For  the control options requiring the  use of vapor control systems,
utility expenses were estimated  using electricity costs of $0.04/kWh,
natural gas costs of $0.07/m3, and steam costs of $7.23/Mg.   It was also
31
                                  7-43

-------
              Table 7-23.   CAPITAL COSTS  FOR EXISTING MODEL  PLANTS'
Tank dimensions
[meters x meters (ft x
Large benzene producer
12 x 9 (40 x 30)
18 x 12 (60 x 39.8)
8x5 (25 x 18)
9x9 (30 x 30)
13 x 13 (42 x 41.8)
24 x 9 (80 x 30)
27 x 15 (90 x 48)
Total
Small benzene producer
3 x 11 (10 x 36)

13 x 13 (42 x 41.8)
8 x 11 (25 x 35.9)
32 x 7 (104 x 24)
Total

Benzene consumer
12 x 11 (40 x 35.9)
18 x 15 (60 x 48)
Total
Bulk storage terminal
12 x 11 (40 x 35.9)
18 x 15 (60 x 48)
Total
Option
ft)] I

0
, 0
0
0
0
0
0
0

7,000-j
7,400d
0
0
0
7,000-
7,400

0
0
0

0
0
0
II

0
10,400
0
0
0
0
0
10,400

7,000-i
7,400d
0
0
0
7,000-
' 7,400

0
0
0

0
0
0
III

$17,000
28,200
0
0
18,200
45,800
58,000
167,200

7,400

18,200
11,200
0
36,800


17,100
0
17,100

17,100
0
17,100
IV

$22,500
35,800
5,000
5,700
23,900
55,400
68,600
216,900

9,900

23,900
15,200
16,500
65,500


22,600
10,800
33,400

22,600
10,800
33,400

V(A) V(B)








284,080 242,040






250,270 208,230




230,530 188,490



230,530 188,490
aCosts in first quarter 1979 dollars.
bDiameter x height.
GControl options from Table 5-1.
dCost for noncontact and contact internal floating roofs, respectively.
                                  7-44

-------
assumed that one person-year of operating labor, at $8.00/hr for
2,000 hours/year, would be required to operate and maintain a vapor
control system.   Annual emission monitoring costs were also included in
the annualized costs for operating a vapor control system.   These annualized
monitoring costs were estimated using a capital cost of $2,900 for a
flame ionization hydrocarbon detector, a capital cost of $1,000 for a
flow measurement device, and an annual cost of $1,700 for bottled gas to
operate the flame ionization detector.  All these monitoring costs were
annualized for a total charge of $2,500/year.
     The annualized cost of applying each of the control options to each
existing model facility is shown in Table 7-24.
     7.2.1.3  Cost effectiveness.  The cost effectiveness and net annual ized
cost of applying each of the control options to each of the model plants
are shown in Tables 7-25 through 7-27.  The cost effectiveness of each
option and its impact on each model plant are illustrated graphically in
Figure 7-3.
     Option I, which would require that each fixed-roof tank be retrofitted
with an internal floating roof, has a cost effectiveness ranging from
$0/Mg emission reduction for the large benzene producer, benzene consumer,
and bulk  storage terminal to greater than $l,900/Mg emission reduction
for the small benzene producer.  The cost effectiveness for Option II, "
which would require that each fixed-roof tank be  retrofitted with an
internal  floating roof and each external floating-roof tank be retrofitted
with a secondary seal, ranges from $0/Mg emission reduction for the
benzene consumer and bulk storage terminal to greater than $l,900/Mg
emission  reduction for the small benzene producer.  Option III, which
would  require that each tank be converted to a  contact internal
floating-roof tank with a liquid-mounted primary  seal, has a cost effective-
ness ranging  from $680/Mg emission reduction for  the  large benzene producer
to $850/Mg emission reduction for the small benzene producer.  Option IV,
which  would require that each tank be converted to a  contact internal
floating-roof tank with a liquid-mounted primary  seal and a continuous
secondary seal,  has a  cost effectiveness ranging  from $800/Mg  emission
reduction for the large benzene  producer to $l,200/Mg emission reduction
                                  7-45

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                                            7-51

-------
for the small benzene producer.  The cost effectiveness for Option V,
which would require that each tank be fittd to a vapor control system, is
much larger, ranging from $l,900/Mg emission reduction for the large
benzene producer to $13,000/Mg emission reduction for the benzene consumer
and bulk storage terminal.
7.2.2  New Facilities
     7.2.2.1  Capital costs.  The installed capital costs used in the
cost analysis for existing  facilities were also used in the analysis for
new facilities.  The capital costs for installing floating roofs in  new
tanks are identical with those costs presented in Tables 7-16 through
7-20 minus the costs of cleaning, degassing, and certification.  Similarly,
the capital  costs for installing carbon adsorption and thermal oxidation
systems at new facilities are  identical to those costs for existing
facilities presented in Tables 7-21 and 7-22, respectively, minus the
cleaning, degassing, and certification costs.
     In order to determine  the capital cost for each of the new model
facilities to comply with Options I through III in Table 5-2, a regression
analysis was performed on the  five paired functions of cost and tank size
(see Section 7.2.1.1).  Options  IV(A)  (carbon adsorption) and IV(B)
(thermal oxidation) were  evaluated using  the same methodology, information,
and assumptions that were used in evaluating Options V(A) and V(B)  for
existing facilities.  The capital cost required for each new  model  facility
to comply with the  requirements  of each control option is shown in
Table  7-28.
     7.2.2.2 Annualized  costs.  The  capital cost  for  each new model
facility to  comply  with each control  option was annualized using  the same
 useful  lifetimes  and interest rates  that  were  used  to  estimate the  annualized
cost for each  existing model facility.   Consequently,  the capital  recovery
 rates  used  for annualizing  the capital  costs of equipment with lifetimes
of 10  years  and  15  years  were 20.27  percent  and  17.15  percent, respectively.
Table  7-29  shows  the annualized  cost for  each  new model  facility  to
 comply with each  of the  control  options.
      7.2.2.3  CostJ effectiveness.   The cost  effectiveness  and net annualized
 cost  of applying  each  of  the control  options  to  each  of the  model  plants
 are  shown  in Tables 7-30  through 7-32.   The  cost  effectiveness of each
                                  7-52

-------
              Table 7-28.  CAPITAL COSTS FOR NEW MODEL  PLANTS'
Tank dimensions
[meters x meters (ft x ft)]
Large benzene producer
12 x 9 (40 x 30)
18 x 12 (60 x 39.8)
8x5 (25 x 18)
9x9 (30 x 30)
13 x 13 (42 x 41.8)
24 x 9 (80 x 30)
27 x 15 (90 x 48)
Option0
I

0
0
0
0
0
0
0
II

$ 4,700
25,400
1,900
2,700
5,100
18,400
23,300
III IV(A) IV(B)

$10,200
25,400
5,900
7,200
10,800
28,000
33,900
Total

Small.benzene producer

 3 x 11 (10 x 36)
13 x 13
 8 x 11
32 x 7
Total
(42 x 41.8)
(25 x 35.9)
(104 x 24)
Benzene consumer
                                81,500    121,400   266,080   224,040
6,100-,
6,500d
0
0
0
6,100-
6,500

5,100
1,900
31,100
44,600
9,000

10,800
5,900
43,200
68^900
                                                    241,870   199,830
                              6,500
12 x 11 (40 x 35.9)
18 x 15 (60 x 48)
Total
Bulk storage terminal
12 x 11 (40 x 35.9)
18 x 15 (60 x 48)
Total
0
0
0

0
0
0
4,700
10,400
15,100

4,700
10,400
15,100
10,200
18,000
28,200 225,730

10,200
18,000
28,200 225,730

183,690


183,690
 aCosts  in  first quarter 1979  dollars.

 bDiameter  x height.

 cControl options from Table 5-2.

 dCost for  noncontact and contact internal  floating roofs, respectively.
                                   7-53

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option and its impact on each model plant are illustrated graphically in
Figure 7-4.
     Option I, whch would require that each fixed-roof tank have an
internal floating roof, has a cost effectiveness ranging from $0/Mg
emission reduction for the large benzene producer, benzene consumer, and
bulk storage terminal to $l,900/Mg emission reduction for the small
benzene producer.  The cost effectiveness for Option II, which would
require that each new tank have a contact internal floating roof with a
liquid-mounted primary seal, ranges from $13/Mg emission reduction for
the benzene consumer and bulk storage terminal to $270/Mg emission reduc-
tion for- the small benzene producer.   Option III, which would require  :
that each tank have a contact internal floating roof with a liquid-mounted
primary seal and a continuous secondary seal, has a cost effectiveness
ranging from $240/Mg emission reduction for the benzene consumer and bulk
storage terminal to $470/Mg emission reduction for the small benzene
producer.  The cost effectiveness of Option IV, which would require that
each tank be fitted to a vapor control system, is much larger, ranging
from $2,100/Mg emission reduction for the large benzene producer to
$6,800/Mg emission reduction for the benzene consumer and bulk storage
terminal.
     Table 7-33 summarizes the costs and cost effectiveness of the control
options on a nationwide basis.   This information is presented for both
existing and new benzene storage tanks.  Table 7-33 also facilitates an
assessment of the potential effect of each control option.
7.3  OTHER COST CONSIDERATIONS
     This section discusses the additional costs incurred by facilities
that are complying with Occupational  Safety and Health Administration
(OSHA) requirements and other EPA air pollution regulations.
7.3.1  Costs Associated with OSHA Compliance
     No additional costs are required for complying with OSHA regulations
because the affected facilities are expected to already be in compliance
with these regulations.
7.3.2  Costs Associated with Other EPA Air Pollution Regulations
     There are three proposed EPA regulations that would impact many of
the same facilities affected by a regulation for benzene storage tanks.
                                 7-59

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                                                                      o
                                                                       3
                                                                       O)
O
O
o^

CO
                                           o
                                           o
      (uieu6e69W/$)
                    7-60

-------
        Table 7-33.  TOTAL ESTIMATED NATIONAL EMISSIONS, CAPITAL
             COSTS, AND ANNUALIZED COSTS OF CONTROL OPTIONS

Emissions
source and
control option
National
emissions
(Mg/yr)
Total
capital
cost ($)
Total
annuali zed
cost ($)
Cost
effect.
($/Mg)
Existing benzene storage tanks
0-Baselinea (1979)
I
II
III
IV
V(A)
V(B)
New benzene storage
0-Baselinea (1985)
I
II
III
IV(A)
V(B)
2,200
2,200
2,000
850
510
420
320
tanks
930
920
290
170
140
110
0
240,000
540,000
7,300,000
11,000,000
35,000,000
29,000,000

0
73,000
1,700,000
2,700,000
12,000,000
9,500,000
0
70,000
42,000
970,000
1,600,000
10,000,000
9,300,000

0
20,000
99,000
260,000
3,300,000
3,100,000
—
—
210
720
950
5,600
4,900

-
2,000
150
340
4,200
3,800
No additional  standard.
                                7-61

-------
The regulation having the most widespread impact would reduce fugitive
benzene emission by 78 percent at plants having product streams of greater
than 10 percent benzene by volume.  This regulation would impact all new
and existing benzene producers, consumers, and bulk storage terminal si
     The second regulation would limit benzene from maleic anhydride
plants.  Benzene emissions from existing plants would have to be reduced
to 0.30 kilograms of benzene per 100 kilograms of benzene fed into the
reactor, and benzene emissions from new sources would have to be eliminated.
Benzene emissions during a control system malfunction could not exceed
those that would occur if the benzene feed were shut off to all reactors
as soon as practicable after the malfunction began.
     The third regulation would limit benzene emissions from process
vents at existing and new ethylbenzene and styrene (EB/S) plants to
5 parts per million by volume (ppmv) on a dry basis, corrected to 3 percent
oxygen.  Excess emissions due to startup,, shutdown, or malfunction would
have to be combusted by a flare or flares, producing limited visible
emissions, which generates no longer than 2 hours during startup, no
longer than 2 hours during shutdown, and at all times during malfunction.
     Table 7-34 presents the ranges of capital and annualized costs
required for a model plant to comply with each of the three proposed
regulations.  The ranges of costs considered in the development of a
regulation for controlling benzene emissions from benzene storage
facilities are also presented for comparison.
7.4  ECONOMIC IMPACT ANALYSIS OF THE CONTROL OPTIONS
7.4.1  Introduction
     This section discusses the potential economic impacts of the benzene
storage control options on the model plants.  First the economic
characteristics of the plants are described in their baseline state.
Then the effects of the various costs and credits associated with each
control option are shown for each kind of model plant.  The discounted
cash flow method is used in the analysis, and a sample calculation is
included to aid in the exposition.
7.4.2  Baseline Return on Investment (ROI) and Operating Ratios
     Table 7-35 computes the current return on investment (ROI) in the
petroleum and coal products industry using the discounted cash flow
                                 7-62

-------
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-------
Table 7-35.  RETURN ON INVESTMENT FOR PETROLEUM AND COAL PRODUCTS INDUSTRY
                                                                          32
Number
Item
1
2
3
4
5

6
7

8
9
10

Current assets
Other assets
Net depreciable assets
Accumulated depreciation
Gross depreciable assets
(no. 3 + no. 4)
Mineral rights, etc.
Total assets
(sum of nos. 1,2,5,6)
Net profit after tax
Depreciation
Cash flow
(no. 8 + no. 9)
$40,625.50a
44,237.50a
59,701.00a
58,296.00a
117,997.00a

21,559.00a
224,419. 00a

12,767.00a
7,698.00a
20,465.00a

         Capital recovery
         coefficient
           (no. 10 * no. 7)

         Depreciation rate
           (no. 9 * no. 5)

         Asset life
           (no. 5 * no. 9)xl.25

         Return on investment

         Ratio of net income to
         revenue
                                                      0.09119



                                                      0.0652


                                                    19 years


                                                 6.2 percent


                                                        .071
 Dollar figures are in millions of 1978 dollars, stocks are averages  for the
 year, flows are totals for the year.                         '.

 The return on investment is the value for r which satisfies the following
 formula:
               Capital recovery coefficient = 	Life of asset
The formula was solved for the value 0.062 percent - r given the asset
life of 19 years and the capital recovery coefficient of 0.09119.
                                  7-64

-------
method of analysis.  The baseline parameters in Table 7-35 are assumed to
be representative of the current economic conditions facing benzene
producers.  Table 7-36 shows a similar computation for the industrial
chemicals and synthetics industry, which is assumed to be representative
of benzene consumers.  The procedure computes the net cash inflow to the
industry as a result of its operations, and divides this figure by an
appropriate measure of the stock of assets tied up in the industry.   The
quotient of cash flow over assets is called the capital recovery coeffi-
cient.  Given the capital recovery coefficient and the average lifetime
of the assets making up the capital stock, the return on investment can
be computed by the discounted cash flow method.
     The following paragraphs of this section describe in some detail the
general procedure outlined above, and step through the application of the
procedure to the petroleum and coal products industry.
     The cash flow into the petroleum and coal products industry is
computed from published income statement data by adding depreciation to
after tax profit.  This measure of money inflow is more appropriate than
using net accounted profit because the depreciation flow is not actually
a cash outflow, but merely an accounting convention.   Referring to
Table 7-35, the cash flow is $20,465 million ($12,767 million +
$7,698 million).
     The amount of resources tied up in the industry must be evaluated at
original cost, not after subtracting the accumulated depreciation.  This
is done to facilitate the comparison of the initial investment to a
typical year of cash inflow—the depreciated value of assets has no
meaning in discounted cash flow analysis.   Referring to Table 7-35,  the
total assets figure is $224,419 million.
     Now the average lifetime of the assets, based on the depreciation
reported, is computed.  The depreciation rate is the annual percentage of
decay of assets.  The best available way to estimate this rate is to
divide the annual flow of accumulated depreciation by the gross depreciable
assets.  In the petroleum and coal products industry, the result is
$7,698 million divided by $117,997 million, or about 6.52 percent.  If
6.52 percent of an asset decays every year, then, assuming straight line
                                 7-65

-------
Table 7-36.  RETURN ON INVESTMENT FOR INDUSTRIAL CHEMICALS AND SYNTHETICS33

Number
1
2
3
4
5 '
Item
Current assets
Other assets
Net depreciable assets
Accumulated depreciation
Gross depreciable assets

$20,567.00a
8,830.25a
24,934.00a
25,210.25a
50,144.25a
        (no. 3 + no. 4)

      Mineral rights, etc.


      Total assets
        (sum of nos. 1,2,5,6)
         Capital recovery
         coefficient
           (no. 10 * no. 7)

         Depreciation rate
           (no. 9* no. 5)

         Asset life
           (no. 5 * no. 9)xl.25

         Return on investment

         Ratio of net income to
         revenue
1,124.75£
          80,666.25C
8
9
10

Net profit after tax
. Depreciation
Cash flow
(no. 8 + no. 9)
4,036.00°
3,253.00a
7,289.00a

            0.09036



             0.0648


           19 years


        6.2 percent


             0.068
 Dollar figures are in millions of 1978 dollars, stocks are averages for .the
 year, flows are totals for the year.

 The return on investment is the value for r which satisfies the following
 f ormula:
                                                       r
               Capital recovery coefficient =
                                              l--(Hr)"L1fe of asset
The formula was solved for the value 0.062 percent = r given the asset Itfe
of 19 years and the capital recovery coefficient of 0.09036.
                                  7-66

-------
depreciation, the asset will be fully decayed after 1 divided by
0.0652 years, or 15.33 years.   Thus, the average asset life is estimated
to be 15.33 years.   However, the problem with this estimate is that
accounting depreciation will usually overestimate the true depreciation
rate of an asset because Federal tax laws allow corporations to use
accelerated depreciation to lower their taxes.   The usual rule of thumb
in adjusting asset life to account for accelerated depreciation is to
inflate the asset life implied by the accounting depreciation rate by
25 percent.  Thus,  the asset life is estimated to be 19 years (15.34 x 1.25).
     The capital recovery coefficient is the quotient of the cash flow
divided by the capital asset stock.   (When the coefficient is calculated
using assumptions about asset lifetime and rate of return on investment
instead of cash flow and capital asset stock, it is called a capital
recovery factor.)  The return on investment is the rate of interest one
would have to charge to equate the discounted values of the incoming
flows of cash to the original  investment.  In the present case, the
initial investment of $224,419 million earns money at the rate of
$20,465 million per year for a period of 19 years.  Thus, given an asset
life of 19 years, it is necessary to find the value of r that satisfies
the following equation:
- 20,465 + 20,465 + 20,465 +
-
                                                    + 20,465
                                                      (i+r)19
It can be shown that this formula is exactly equivalent to:
                          20,465         r
                          224,419   l-(l+r)-19
which can be solved to get r = 0.062, representing a 6.2 percent return
on investment.
     Table 7-36 shows the results of a similar analysis on the industrial
chemicals and synthetics industry, with the resulting value of the return
on investment substantially the same as the 6.2 percent ratio calculated
for the petroleum and coal products industry.  The asset life and deprecia-
tion rates are almost identical, as are the ratios of net profit to
revenue.  In the following analysis, ROI is rounded to 10 percent and the
asset life to 20 years for both producers and consumers.  This simplifying
                                 7-67

-------
adjustment assures that estimates of the potential  negative economic
impacts of the control options will be conservative (i.e., slightly
exaggerated.
7.4.3  Example Calculation of Economic Impacts
     The throughput and cost characteristics of the model plants developed
in earlier sections of this report are summarized for ease of reference ---
in Table 7-37.  These numbers form the basis for the computation of two
fundamental measures of impact on the model plants.  The first measure is
the change in the rate of return on the overall plant and equipment as a
result of the expenditures stemming from compliance with an option, under
the assumption that price and quantity sold remain unchanged.  This
measurement is intended to be instructive of the potential loss in earnings
the plant would suffer if it were totally unable to pass on any of the
increased costs.  The opposite polar case, that of complete cost passthrough,
forms the basis of the second measure of impact to be computed here.  The
second measure is the new price that the model plants would have to
charge in order to maintain a 10 percent return on investment, assuming
no change in quantity sold.  In order to illustrate the method used in
computing these impact measures, this section shows two sample calculations,
one for a large benzene producer faced with Control Option III, and one
for a benzene consumer faced with Control Option III.  Throughout this
section, the final results of the computations are rounded in order to
improve readability and not create an exaggerated  sense of precision in
the results.  Exceptions to this rule occur when greater precision is
required to show small differences between two numbers.   Intermediate
calculations are carried out before rounding.
     7.4.3.1  Baseline Characteristics of Large Benzene Producer in Example
Calculation.  In order to evaluate the option-induced changes in asset
stocks and cash flows for the model plant, it is first necessary to
compute baseline stocks and flows.  Given the throughput of the plant
from Table 7-37 and a price of benzene of $0.34 per liter, revenues are
computed for the model plant as $76.36 million ($0.34/liter x 224.6 million
liters).  It is likely that the benzene operations of the large producer
are only a small part of a large petrochemical operation  so that these
                                 7-68

-------
        Table  7-37.   THROUGHPUT  COST  SUMMARY  FOR MODEL PLANTS

Plant
Existing facilities
Large producer





Small producer





Consumer and
bulk storage
terminal



New facilities
Large producer




Smal 1 producer




Consumer and
bulk storage
terminal


Control
option

I
II
III
IV
V(A)
V(B)
I
II
III
IV
V(A)
V(B)
I
II
III
IV
V(.A)
V(B)

I
II
III
IVC.A)
IV(B)
I
II
III
IV(A).
IV(B)
I
II
III
IV (A)
IVCB)
Benzene
throughput
(10° liters
per year)

224.6
224.6
224.6
224.6
224.6
224.6
46.3
46.3
46.3
46.3
46.3
46.3
42.1
42.1
42.1
42.1
42.1
42.1

224.6
224.6
224.6
224.6
224.6
46.3
46.3
46.3
46.3
46.3
42.1
42.1
42.1
42.1
42.1
Capital cost
for capital
with 15-
year life
($)

0
0
25,400
25,400
284,100
242,000
0
0
0
0
250,300
208,200
0
0
0
0
230,500
188,500

0
25,400
25,400
266,100
244,000
0
0
0
241,9.00.
199,800
0
0
0
225,700
183,700
Capital cost
for capital
with 10-
year life
($)

0
10,400
'141,800
191,500
0
0
7,000
7,000
36,800
65,500
0
0
0
0
17,100
33,400
0
0

0
56,100
96,000
0
0
6,100
44,600
68,900
0
0
0
15,100
28,200
0
0
Total
annu-
al i zed
cost
($)

, ° a
(l,000)a
21,000
29,100
68,000
71,800
2,200
2,200
5,700
10,700
71,300
65,700
0
0
2,300
5,000
69,800
62,100

0
5,200
11,200
66,400
68,500
1,900
4,000
8,100
66,700
64,200
0
100
2,20.0
67,200
61,200
Credit is indicated by parenthesis.
                                 7-69

-------
benzene revenues are only a small part of the total revenue of the entire
operation.  The question arises as to the separability of the benzene
facilities from the rest of the operation, and the effect that the assump-
tion of separability has on the computed impacts.  It can be argued that
the multiproduct firm has at least as much flexibility as a single-product
firm, so that by separating the benzene facilities from the rest of the
operation as if it were a separate plant, an upper bound is set on the
impacts—the multiproduct firm would be able to find more ways to minimize
impacts than the conceptual plant producing benzene only.
     Given the revenue above and the ratio of net income to revenue of
0.071 as reported in Table 7-35, the net after-tax profit or income of
the model plant from benzene operations is estimated to be $5.42 million
(0.071 x $76.36 million).  Given revenue and net profit, the assets of
the firm are computed as follows.  Recall that cash flow divided by
assets gives the capital recovery coefficient; i.e.,
                                 F = £                        (7-1)

where F = capital recovery coefficient, CF = cash flow, and A = assets.
Further, cash flow equals net income plus depreciation, as shown in the
following formula:
                             CF = NI + DEPR                    (7-2)
where NI = net income, and DEPR = depreciation.  Using an asset life of
20 years and applying the rule of thumb relating asset life to depreciation
life, a depreciation life of 16 years results, implying a depreciation
rate of 0.0625.  Substituting this relation into Equations 7-1 and 7-2
produces the following relationship:
                           _ Ml + (0.0625 x A)
                           ~         A
Solving for A gives:
                            A =
                                    NI
                                (F-0.0625)
From the equations for calculating the return on investment, the capital
recovery coefficient for a 10 percent return on investment with a lifetime
of 20 years is 0.11746.  Using the previously computed value of NI of
                                 7-70

-------
$5.42 million, A is computed to be $98.62 million.   Now rearranging
Equation 7-1, CF = F x A.   The cash flow of the model plant is thus:

             CF = 0.11746  x $98.62 million = $11.58 million

Similarly, solving for DEPR as the product of the depreciation rate and
the stock of assets:

              DEPR = 0.0625 x $98.62 million = $6.16 million

     The total revenue of a firm less the cost of goods sold gives the
before tax profit.   At the corporate tax rate of 46 percent,3 the following
relation is applicable:

             NI = (Revenue - Cost of goods sold) x (1-0.46)

Solving for the cost of goods sold:
     Cost of goods sold = Revenue - (NI/0.54)

= $76.36
 «^
ion
                              $5.42 million _ cc 00  .,,
                            --- n~~54 -   66.32 mill
                                ion
It will be convenient later on in the calculations to break the cost of
goods sold into two components, a depreciation component and a "miscellaneous"
component, which includes all expenses of the firm except depreciation
and income tax.  Defining the "miscellaneous" component as S yields:
                    Cost of goods sold = S + DEPR.
Then, solving for S:
                     S = Cost of goods sold - DEPR
                       = $66.32 million - $6.16 million = 60.16 million.
Because the baseline estimates for cash flow, net income, depreciation,
miscellaneous annual costs, revenue, and assets for the large producer in
our example calculation are now available, the impacts can be computed.
 Note that the marginal tax rate, MTR, is identical to the corporate tax
 rate for corporations with very high taxable incomes.
                                 7-71

-------
     7.4.3.2  Impacts for Large Benzene Producer in Example Calculation.
Reference to Table 7-37 shows that the costs for the large producer under
Option III are broken down as $25,400 expended on a capital investment
for capital with a 15-year life, $141,800 on capital with a 10-year life,
and $21,000 total annualized cost.  The total annualized cost includes
capital recovery allowances, capital overhead charges, and annual costs
for all other aspects of compliance with the option—maintenance, inspection,
recovery credits, and labor.  It is convenient to break down the total
annualized cost reported in Table 7-37 as follows:

          $  3,340       Capital recovery for capital with a 15-year life
            23,077       Capital recovery for capital with a 10-year life
            -5,417       All other annual costs and credits
          $ 21,000       Total annualized cost

     The capital recovery charges are obtained by multiplying the capital
investment (e.g., C15 for capital with a 15-year life) by the capital
recovery factors for a 10 percent return on  investment and the appropriate
asset life.  For 10-year assets the factor is 0.1627, and for 15-year
assets the factor is 0.1315.  The "all other" component includes the
capital overhead costs, and is calculated as the residual between the
total annualized cost and the combined capital costs.  Because one component
of the "other" annual costs is a credit for  benzene not lost to emissions,
the "all other" component costs may be either positive or negative.
     Having separated out the costs in this  way, the change in return on
investment that can be attributed to the option can now be computed.  The
new cash flow after the imposition of the option is:

              CF* = (PQ - S - M - DEPR*)(1 - 0.46) + DEPR*
where
     PQ = price x quantity sold, which yields revenue
      M, the miscellaneous annual costs and  credits of the option
        = total annualized costs (TAC) - (C15 x 0.1315 + CIO x 0.1627)
  DEPR* = DEPR + (C15 + CIO) x 0.0625
                                 7-72

-------
    C15 = the capital outlay for the assets with a 15-year life required by
          the option
    CIO = the capital outlay for the assets with a 10-year life required
          by the option.

Because by assumption, price and quantity remain unchanged, revenue also
remains unchanged, and the only differences in cash flow attributed to the
option are the increased annual costs of the option, M, which become a
direct charge against before-tax revenue, and the change in depreciation
charges from DEPR to DEPR*.   Using the equations for DEPR* and CF*, DEPR*
is $6.17 million, and CF* is $11.59 million.  (The baseline cash flow was
$11.58"mill ion.)
     Recall that in the baseline case, the rate of return was the value
of r that satisfies the following equation:

                           CF             r
                         Assets
Multiplying both sides by Assets:
                    - (1+r)-520
                      CF =
                           1 - (1+r)-20
                      x  Assets
By identical reasoning it can be shown that the rate of return upon
implementation of an option is the value of r that satisfies the following
equation:
CF* =/
x Assets
                                VI - (1+r)
x CIO
(      r   \
\1 -  (l+r)~ /
C15
This equation can be solved for r because the values for CF*, Assets,
CIO, and C15 are available.  Unfortunately, the form of the equation
precludes solving it explicitly for r.  Two practical alternatives in
this case are (1) to let a computer solve the equation using numerical
iteration, or (2) to use a Taylor series approximation.  The latter
method was chosen because within the  narrow range of values for the
impacts of this option, the Taylor series has neglegible approximation
error.
                                  7-73

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     Solving  for  r, the  rate of  return  upon  implementation  of Option  III  is
estimated to  be 0.099767.  The second impact, the price  change that is just
large enough  to allow the  firm to maintain its  ROI, is now  evaluated.  The
new cash flow necessary  to maintain  ROI  is computed using the equation:
                 CF1 =  (A x  F) +  (CIO x F10) +  (CIS x F15)
   (7-3)
where
    CF' = the  new cash  flow  needed to maintain ROI,
    F10 = the  capital recovery  factor for 10 percent ROI and a 10-year
          asset life,
    F15 = the  capital recovery  factor for a 10 percent ROI and a 15-year
          asset life.

All other symbols have  already  been defined.  Because CF' is related to
the new price  as described in the following equations:
                            CF1 = NI' + DEPR*
                       Ml1 = 0.54(P'Q-S-M-DEPR*)
(7-4)
(7-5)
where NI' = new net income and P' = new price, Equations 7-3, 7-4, and
7-5 can be solved explicitly for P' as follows:
P' - lf(A x F)+(C10 x F1Q)+(C15 x F15)-(DEPR* x 0.46)  . c  . M~"l ,,',.
P  _-j^                   _	 + S+MJ (7-6)

Substituting the numbers already obtained for the variables on the right
side of Equation 7-6, P1 = $0.340154 per liter for the example calculation.
This represents a price increase of about five hundredths of 1 percent.
     This completes the example calculation for the large benzene producer
under Option III.   The methodologies have been shown for computing the ROI
assuming no change in price, and the price assuming no change in ROI,
where all the information used as input to the calculation is found in
Tables 7-35 and 7-37.   Similar methodologies are shown for estimating
the impacts on the consumers of benzene.
     7.4.3.3  Baseline Characteristic of Benzene Consumers in Example
Calculation.   The analysis of the benzene consumer differs from that for
a benzene producer in two fundamental  ways.   First, the costs of an option
                                 7-74

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are not reflected in a change in price or ROI for benzene,  but instead in
a change in price or ROI on a product containing benzene.   Second,  the
benzene consumer must pay more for benzene if the producers can pass on
their cost increases instead of absorbing them.   That is,  the consumer
has two potential sources of additional costs if the option is implemented:
(1) The firm's own capital and annual costs for bringing the plant into
compliance, and (2) the increased price the firm might have to pay for
benzene as a result of costs imposed on producers.
     Table 7-38 shows the prices and throughputs for three different
types of benzene consumers.  These three types of consumers utilize about
85 percent of all benzene consumed.  The outputs of the plants are     ;
based on the benzene input of the model plant and the fixed relation
between benzene input and final product output based on the chemical
reactions involved in manufacture.  For example, in a stoichiometric
reaction involving the manufacture of styrene, 78.1 kilograms of benzene
would combine with 28.1 kilograms of ethylene to eventually produce
104.1 kilograms of styrene and 2.1 kilograms of hydrogen gas.  However,
the typical yield attained in practice is about 84.percent of the theoretical
yield.  Thus, 78.1 kilograms of benzene gives about 87.44 kilograms of
styrene.  Based on the fact that  benzene weighs 0.883 kg per  liter, the
output of the model  styrene plant is computed to be:
/,„ -,   •-,-,•    TJ.     u         0.883  kg benzene .. 87.44  kg styrene
42.1 million  liters  benzene x 	a	 x 	a	*	
                                liter  benzene      78.1  kg benzene
                     =  41.61 million  kg of  styrene

     Given  the  price and  quantity (throughput) data  from Table  7-38 and
the  baseline  operating  ratios  from Table  7-36, the same methodology
that was  used to compute  the  baseline  operating  characteristics of  the
model  producer  plant is  used  to compute  the operating characteristics of
the  model  consumer plant.   The step-by-step calculations  are shown  here
 for  the styrene plant:

           Revenue = Price x Quantity = PQ = $27.50 million
           NI  =  0.068 x Revenue = $1.87 million
           A,  Assets = NI/(F-0.0625)  = $34.02 million
           CF = F x A = $4.00 million
                                  7-75

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      Table 7-38.  CHARACTERISTICS OF MODEL CONSUMER PLANTS
                                                           34, 35
Type of plant
     Price
       Quantity
Cumene
Styrene
Cyclohexane
$0.437kg.
$0.661/kg.
$0.396/liter
54.218 million kg.
41.61 million kg.
51.033 million liters
                                  7-76

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          DEPR = 0.0625 x Assets = $2.13 million
          Cost of Goods Sold = Revenue - (NI/0.54)  = $24.04 million
          S = Cost of Goods Sold - DEPR = $21.91 million

     7.4.3.4  Impacts for Benzene Consumer Example  Calculation.   Impacts
for the model consumer are computed in the same manner as for the producer
except that two impacts are calculated.   The first  impact is computed
based on the assumption that the benzene producers  are unable to pass on
their increased costs as higher prices.   The second impact is computed
based on the assumption that benzene producers are  able to pass on all
of their increased costs as higher prices.  The only difference in the
two calculations is that in the second calculation, the increase in the
cost of benzene to the consumer is added into the miscellaneous component
of total annual ized cost.  Here are the step-by-step computations in the
no-change- in-benzene-price scenario:
       DEPR* = DEPR + (CIO + CIS) x 0.0625 = $2.13 million
       M = TAC-(C15 x 0.1315 + CIO x 0.1627) = -$482
       CF* = (Revenue-S-M-DEPR*)(l-MTR) + DEPR* = $3.998 million
       r = 0.099926
       CF1 = (Assets x 0.1175) +  (0.1627 x CIO) +  (0.1315 x C15)
           = $4.00 million
=1 (CF-
  Q y
                    -  (DEPR* x 0.46)
                       0.54
                                                   =0.661090
 In  the  second  calculation,  for the full-producer-cost-passthrough scenario,
 the formula  for M  changes to:
 M = TAC-(C15 x 0.1315  +  CIO x 0.1627) +  (Pb - $0.34) x 42.1 million liters
 where P.  = the highest price that the benzene producers might charge for
 benzene in order to  maintain their ROI under the  same control option for
 which the consumer impacts  are computed.   For reasons that are  discussed
 in  Sections  7.4.4.1  and  7.4.4.4, this price is  always the price charged
 by  the small existing  benzene producer.   In the example calculation,
 P.  = $0.340191 per liter.   Thus, because the model  consumer  uses
                                  7-77

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 42.1 million  liters  of benzene  per year,  the  cost  increase  for benzene is
 $0.000191 per liter  times  42.1  million  liters, which  equals $8,041.   In
 the  no-change-in-benzene-price  computation, M was  a $482  credit.   In  the
 full-producer-cost-passthrough  scenario,  M equals  $7,559.
      Because  everything else  is the  same  under both options, only  the
 calculations  that  depend on M must be changed.   Running through the
 step-by-step  calculations, CF*  = $3,994 million  instead of  $3,998  million
 as was  just calculated for the  no-change-in-benzene price scenario.   This
 reduction in  cash  flow implies  a reduction in ROI.  Solution of the
 Taylor  series gives  r  = 0.099767, as opposed  to  the previous value of
 0.099926.  Substituting the larger value  of M into the P1 evaluation
 gives a new price  of $0.661283  instead  of the $0.661090 value computed
 earl.ier.
      This  concludes  the example calculations  for the  benzene producer and
 consumer.  For the producers, the methodologies  have  been shown for
 computing ROI assuming no  change in  price, and the change in price assuming
 no change in  ROI.  In  reality,  the producers  will  be  likely to pass on
 some of the cost increase, and  will  have  to absorb the rest.  The  estimation
 of the  exact  mix of  passthrough and  absorption is  unnecessary  because
 both impacts  are inconsequential, so that any mix  between the two  would
 also be inconsequential.
      For the  consumer,  four cases of impacts  have  been computed, including
 ROI  and price changes  based on  no cost  passthrough by producers, and  ROI
 and  price  changes  based on full  cost passthrough by producers.   In each
 case, the  methodology  is identical to that applied to producers.   The ROI
 change  is  based on the  assumption of no change in the price of the product
 produced,  be  it cumene,  styrene, or  cyclohexane, and the  price change is
 computed based on the maintenance of a  10 percent  ROI.  The impacts
 calculated using the methodology discussed in the above examples are now
presented.
7.4.4   Economic Impacts  for Model Plants
     Table 7-39 shows the impacts for the existing and new producer model
plants,  under the five control options  for existing plants,  and the four
control  options for new plants.   Tables  7-40  and 7-41 show the  impacts
                                 7-78

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      Table 7-39.  ECONOMIC IMPACTS FOR MODEL BENZENE PRODUCER PLANTS


Control
Plant option
Existing facility
Large producer I
II
III
IV
V(A)
V ;
V(B)
Small producer I
II
III
IV
V(A)
V(B)
New facility
Large producer I
II
III
IV(A)
IV(B)
Small producer I
II
III
IV(A)

ROI
under assump-
tion of
no change
in price

0.100000
0.100001
0.099764
0.099680
0.099423
0.099414
0.099907
0.099907
0.099707
0.099461
0.097178
0.097438

0.100000
0.099922
0.099857
0.099441
0.099443
0.099920
0.099741
0.099537
0.097344
0.097502
Price
under as'sump-
Percent
change
in ROI

0.000
0.001
-0.236
-0.320
-0.577
-0.586
-0.093
-0.093
-0.293
-0.539
-2.822
-2.562

0.000
-0.078
-0.143
-0.559
-0.557
-0.080
-0.259.
-0.463
-2.656
-2.498
tion of
no change
in ROr

0.340000
0.340000
0.340154
0.340209
0.340377
0.340383
0.340061
0.340061
0.340191
0.340353
0.341862
0.341687

0.340000
0.340051
0.34009.3
0.340365
0.340364
0.340052
0.340169
0.340303
0.341751
0.341644
Percent
change
in price

0.000
0.000
0.045
0.062
0.111
0.113
0.018 "
0.018
0.056
0.104
0.548
0.496

0.000
0.015
0.027
0.107
0.107
0.015
0.050
0.089
0.515
0.483
aUnits for price:
dollars per liter of benzene.
                                   7-79

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       TABLE 7-40.  ECONOMIC IMPACT FOR MODEL BENZENE CONSUMER PLANTS
           UNDER ASSUMPTION OF,FULL COST ABSORPTION BY PRODUCERS
Control
Plant option
Existing facilities
Cumene I
II
III
IV
V(A)
V(B)
Styrene I
II
III
IV
V(A)
V(B)
Cyclohexane I
II
III
IV
Y(A)
V(B)
New facilities
Cumene I
II
III
IV(.A)
IV (B)
Styrene I
II
III
IV(A)
IV(B)
Cycl ohexane I
II
III
IV(A)
IV(B)
ROI
under assump-
tion of
no change
in price

0.100000
0.100000
0.099912
0.099817
0.098068
0.098302
0.100000
0.100000
0.099926
0.099846
0.098374
0.. 098571
0.100000
0.100000
0.099899
0.099789
O.Q97774
0.098043

0.100000
0.099968
0.099892
0.098135
0.098329
0.100000
0.09.9973
0.099910
0.098430
Q. 098594
0.100000
0.099963
0. 099876
O.Q97851
0.098074
Percent
change
in ROI

0.000
0.000
-0.088
-0.183
-1.932
-1.698
0.000
0.000
-0.074
-0.154
-1.626
-1.429
0.000
0.000
-0.101
-0.211
-2.226
-1.957

O.QOO
-O.Q32
-0.108
-1.865
-1.671
0.00.0
-0.027
-0.09.0
-1.570
-1.406
-O.QOO
-0.037
-0.124
-2.149
-1.9.26
Price
under assump-
tion of
no change
in ROI*

0.430000
0.430000
0.430069
0.430145
0.431537
0.431350
0.661000
0.661000
0.661090
0.661187
0.662986
0.662744
0.396000
0.396000
0.396074
0.39.6154
0.397633
0.397434

0.430000
0. 430.026
0.430085
0.431484
0.431328
0.661000
0.661033
0.661110.
0.662918
0.662716
0.396000
0.39.6027
0.39.6090
0,. 397577
0.. 397711
Percent
change
in price

0.000
0.000
0.016
0.034
0.357
0.314
0.000
0.000
0.014
0.028
0.300
0.264
0.000
0.000
0.019
0.039
0.412
0.362

0.00.0
0,006
0.020
0.345
0.309
0.000
0.005
O.Q17
0.29Q
0.260
0.000
0.0.07
0.023
0,398
0.356
*Units  for price:   dollars  per kilogram for cumene  and  styrene, dollars per
 liter  for cyclohexane.

                                  7-80

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       Table 7-41.  ECONOMIC IMPACT FOR MODEL BENZENE CONSUMER PLANTS
           UNDER ASSUMPTION OF FULL COST PASSTHROUGH BY PRODUCERS

Plant
Existing facilities
Cumene





Styrene





Cyclohexane





New facilities
Cumene




Styrene




Cyclohexane




Control
option

I
II
III
IV
V(A)
V(B)
I
II
III
IV
V(A)
V(B)
I
II
III
IV
V(A)
VCB)

I
II
III
IV(A)
IV(B)
I
II
III
IV(A)
IV(B)
I
II
III
IV(A)
IV(B)
ROI
under assump-
tion of
no change
in price

0.099940
0.099940
0.099723
0.099468
0.096239
0.096642
0.099950
0.099950
0.099767
0.099553
0.096835
0.097174
0.099931
0.099931
0.099680
0.099386
0.095666
0.096129

0.099940
0.099778
0.099544
0.096305
0.096669
0.099950
0.099814
0.099616
0.096891
0.097197
0.099931
0.099744
0.099474
0.095742
0.096160
Percent
change
in ROI

-0.060
-0.060
-0.277
-0.532
-3.761
-3.358
-0.050
-0.050
-0.233
-0.447
-3.165
-2.826
-0.069
-0.069
-0.320
-0.614
-4.334
-3.871

-0.060
-0.222
-0.456
-3.695
-3.331
-0.050
-0.186
-0.384
-3.109
-2.803
-0.069
-0.256
-0.526
-4.258
-3.840
Pri ce
under assump-
tion of
no change
in ROIa

0.430047
0.400047
0.430219
0.430421
0.432993
0.432669
0.661061
0.661061
0.661283
0.661543
0.664867
0.664448
0.396050
0.396050
0.396233
0.396447
0.399180
0.398835

0.430047
0.430175
0.430361
0.432940
0.432647
0.661061
0.661227
0.661466
0.664799
0.664420
0.396050
0.396186
0.39.6383
0.. 399123
0.398812
Percent
change
in price

0.011
0.011
0.051
0.098
0.696
0.621
0.009
0.009
0.043
0.082
0.585
0.522
0.013
0.013
0.059
0.113
0.803
0.716

0.011
0.041
0.084
0.684
0.616
0.009
0.034
0.071
0.575
0.517
0.013
0.047
0.097
0..789.
0.710
Hlnits  for price:   dollars  per  kilogram  for  cumene  and styrene, dollars per
 liter  for cyclohexane.
                                  7-81

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 for three consumer plants under the same options.  The reader is cautioned
 that the data used in these calculations do not support the level of
 accuracy expressed in the tables.  The numbers do indicate that the
•economic impacts generally are very small; that price changes, if any,
 are likely to be increases; and that changes in the return on investment,
 if any, are likely to be decreases.  The numbers also show the relative
 magnitude of changes among model plants and control options.   The following
 sections present detailed discussions of these impacts.
      7.4.4.1  Economic Impacts for Large Existing Benzene Producer.   The
 existing large producer has relatively little trouble meeting the require-
 ments of any option.   In Option I the tank configuration is such that the
 large producer suffers no impacts whatsoever.   In the other options,  the
 cost and asset bases  are so large that the additions to  the costs and
 assets occasioned by the control options are inconsequential  by comparison.
 Even so, it is instructive to note that Options V(A) and V(B)  have much
 larger impacts than the other options.   The changes in return  on investment
 or price are almost twice as  large under Option V than under Option  IV,  the
 next less expensive option.
      7.4.4.2  Economic Impacts for Small  Existing Benzene Producer.   As
 with the large existing producer,  the impacts  for the small existing
 producer can be regarded as inconsequential  with the possible  exception
 of the vapor control  options,  Options V(A)  and V(B).   Under these options
 the price change is roughly one-half  of 1 percent.   The  impacts  of these
two options  are much  larger for the small producer than  they are  for  the
 large  producer because both large  and small  producers  must  install roughly
the same amount of  capital, but the large producer spreads  the expenditure
over a much  larger  throughput,  thereby  achieving  an  economy of scale
relative to  the  small  producer.  The  effect would  be even more noticeable
for real-world producers  that  are  smaller than  the small producer model
plant.
     7.4.4.3  Economic  Impacts  for  Existing Benzene Consumers.   The
impacts  for the consumers are  similar in pattern to those of the small
producer—that is, the  impacts  for the tank reconfiguration options,
Options  I through IV, are quite small, but in comparison, the impacts for
vapor control options are quite large.
                                 7-82

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     The reason that the impacts for the consumers differ for the different
chemicals being produced is because the consumers vary as to the percent
of benzene embodied in their final  output,  and as to the total  asset
base.   The asset bases of the three model consumers are $28.85 million
for cumene, $34.02 million for styrene, and $25.00 million for cyclohexane.
Because all three plants have the same costs imposed, it is expected that
the ROI will be most greatly affected in the cyclohexane model  plant
because it has the smallest asset base.  Conversely, the smallest ROI
change under a given option should occur in the styrene plant.   The same
reasoning holds for the price changes.  Inspection of Table 7-40 shows
this reasoning to be borne out by the figures.                         :
     The percentage of benzene embodied in the final output also affects
the impacts computed for the producer cost passthrough scenario in Table 7-41.
This is explained by considering the following figures.  For the cumene
producer, the revenue is $23.31 million, and the amount paid for benzene
as an input is $14.322 million (0.340191/1iter x 42.1 million liters).
Thus, the value of benzene input is 61 percent of revenue.  For styrene,
the figure is 52 percent, and for cyclohexane it is 71 percent.  Thus, a
given increase in the price of benzene will have its greatest impact on
cyclohexane producers, arid its smallest impact on styrene producers.
This pattern of passthrough cost impact is exactly the same as the pattern
of impacts of their own costs, and because the effects are additive, the
same overall pattern of relative impacts is expected under the cost
passthrough scenario as existed under the no-change-in-benzene price
scenario, except that the impacts would be larger.  Inspection of
Table 7-41 shows that this is true.  Among all consumers, the largest
changes in price and ROI occur for the cyclohexane producer.  Therefore,
this case is discussed in some detail.  Note that the costs of Options V(A)
and V(B) are seven to nine times larger than the cost for Option IV, the
next less expensive option, but that  no price increase exceeds 1 percent
even under the assumption of full cost passthrough on the part of the
producers.  In judging the overall consequences of implementing the
option, it must be remembered that consideration of the price  increases in
both benzene and products containing  benzene  is, in a  sense, double
                                 7-83

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counting.  If one expects full cost passthrough by the producers, then
the full impact on the economy is eventually felt through the price
increases in products containing embodied benzene.  The society loses
buying power due to a price rise in intermediate goods such as benzene
only when the price rise filters down to final goods and services.  In
this sense, the passthrough impacts are probably the most meaningful
figures pertaining to benzene consumers.  On the other hand, if the
impacts of the option on an individual industry are of interest, then the
passed-on increases from supplying industries are not directly applicable.
Thus, the no-change-in-benzene-price impacts are most appropriate in
assessing the consequences of the option on the benzene-consuming indus-
tries.   In either interpretation, the price and ROI impacts listed  in
Tables 7-40 and 7-41 are inconsequential, with the possible exception of
the vapor control options.
     7.4.4.4  Economic  Impacts for New  Facilities.  The economic  impacts
for new  facilities differ from those for existing facilities primarily
because  the Petroleum Liquid  Storage Tank NSPS requires that all  new
external floating-roof  tanks  have primary and secondary seals, and  only
the incremental costs of the  options over the NSPS levels can  logically
be attributed to the control  options analyzed here.  That is,  for existing
facilities, the costs of going from the fixed-roof tank CTG to the  control
option  is attributable  to the control option, whereas for a new  facility,
only the costs of going from  the NSPS to the  control option is attributable
to the  control option.  Another  difference  between the costs for new  and
existing facilities  is  that  it is  never more  costly, and it is usually
much cheaper, to upgrade to  a particular specification when the  equipment
involved is still in design,  rather than to retrofit existing  equipment.
     For the tank configuration  options, Options  I through  III,  the
difference  attributable to the NSPS baseline  can  make a  considerable
relative difference  between  comparable  options  applied to  new  and existing
facilities.  However,  in absolute  terms, because  the existing  plant
impacts were already judged  inconsequential,  the  new plant  impacts  (which
are  smaller) are perforce  also  inconsequential.   In the  case  of  the vapor
control  options, Options  IV(A)  and IV)B),  the difference between new and
                                  7-84

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existing plants is attributable to the savings of new over retrofit costs
for the piping and switches.  These differences are rather small, averaging
4.2 percent for Option IV(A) and 2.8 percent for Option IV(B).   Thus, the
new plant impacts repeat the pattern already observed for the existing
plant impacts—the tank reconfiguration options are uniformly inconsequential,
none amounting to more than a one-tenth of I percent rise in price,
whereas the vapor control options are many times more expensive.
     7.4.4.5  Summary of Economic Impacts for Model Plants.   Two general
observations serve to summarize the results of the economic analysis of
the model plants:
     (1)  Except for the vapor control options, the impacts can be considered
          inconsequential.   Among the tank configuration options, the
          largest price impact is a rise of 0.104 percent—a price change
          that would hardly be noticed in an industry subjected to the
          large increases in price imposed by foreign oil suppliers;
     (2)  The impacts attributed to the vapor control options are also
          quite small in comparison to the impacts imposed by foreign oil
          prices, but in comparison to the tank configuration options,
          the vapor control options are much more expensive.  It is
          worthwhile to note that the vapor control options could possibly
          be the cheapest options for a very large producer.  This would
          likely be the case for a plant that has or expects to have
          other vapor control requirements in addition to benzene tanks,
          or for a plant that already has much of the vapor control
          equipment in place.  However, the general conclusion is that,
          for the model plants specified here, the vapor control options
          are decidedly less economical than the tank configuration
          options, costing  roughly three to ten times as much.   In
          individual cases, though, it might be economical for a specific
          plant to utilize  a vapor control system.
7.4.5   Economic Impacts for Bulk Storage Terminals
     The economic analysis  for bulk storage terminals differs from that
for producers and consumers in one main respect.  The terminals are
                                 7-85

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providing a service, whereas the producers and consumers are providing a
product.  The reason this is important is that the costs of storage
services are only a small part of the overall cost of most products, but
they constitute the whole output of terminal facilities.  Earlier sections
of this chapter have shown that the increases in costs resulting from
the proposed control options affect the producers and consumers very
little.  Thus, the storage component of the $0.34 baseline price of
benzene must be quite small.  However, a similar analysis for terminals
would reveal a different story because the storage cost component of
their output is 100 percent.  Unfortunately, there are no data available
for computing price and ROI changes for terminals in as quantitative a
way as was done for the producers and consumers of benzene.  Thus,  none
are computed.  Instead, the impacts are approached in a nonquantitative
way.  Because the service being offered by terminals is an almost perfect
substitute for the terminal customer providing the same service, the
following two propositions are true:
     (1)  Any price increase in terminal storage services cannot possibly
          raise the price of benzene or products derived from benzene
          very far  above the prices computed for those products earlier
          in this chapter.
     (2)  As long as terminals pass on only the price increase necessary
          to cover  their increased costs, terminal customers will not
          shift to  other terminals or to  self-provided  services, because
          the costs of these options will have risen by the  same amount.
Put another way, these two propositions can be viewed as essentially
treating the terminal as an extension of  the producer's or consumer's  own
plant.  The only difference is that,  instead of bearing the  impacts
directly, they are  borne indirectly through the terminal owner.
     When a benzene producer or consumer  opts to use storage at a public
terminal instead of storage at a  self-owned  facility, it must be because
he or  she views the terminal service  as  less costly than a self-owned
facility.  Even when the terminal  is  remote  from the main plant site,
so that the apparent reason for using the terminal is its  location, the
benzene producer or consumer always has  the  option of building a storage
                                  7-86

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 facility near the remote site serviced by the terminal.  The decision to
 lease is evidence that the management of the benzene facility felt that
 leasing was cheaper than self-provision at the time the decision was
 made.  The terminal must, therefore, be providing the storage services at
 a competitive price that just covers costs and a fair ROI.   If the terminal
 were charging more than that price, the producers and consumers would
 self-provide.   If the terminal were charging less, it would go out of
 business.   The same argument holds after implementing an option, so
 that the impacts for a benzene producer or consumer who leases storage
 tanks would differ little from those of a producer or consumer who owns
 storage tanks.   The lease price should go up by almost exactly the same.
 amount as  the  total  annualized cost of the option (ignoring differential
 tax treatments  on the depreciation).   If the terminal  operator tried  to
 pass on more than the associated costs,  it would become advantageous  for
 the benzene producer or consumer to self-provide.   The  terminal  operator
 would not pass  on less,  because  of his  or her wish to maintain  ROI.   The
 terminal operator would sooner maintain  ROI  by  using tanks  to  store other
 substances  with  physical  properties similar  to  benzene  such as  lube oils,
 fuel  oils,  or glycols,  rather  than suffer a  reduced ROI  by  providing
 benzene  storage  below cost.  Because terminals have very few of  their
 tanks  in benzene  service, this minor change  in the mix of services provided
 could  be performed with a minimum  of disruption  in overall  terminal
 operations.  Employment would be unlikely to change at all,  and  revenues
 would  change only in response to cost changes.
     Consumers and producers of benzene will not necessarily shift away
 from benzene storage at terminals  as a result of increased prices for
 these  services, because the costs  of the substitute, self storage, will
 have gone up by roughly the same amount.  Therefore, the cost considerations
which caused them to lease rather  than buy in the first place will not
 have changed as a result of implementing an option.
7.4.6  Analysis of Closure Option
     The closure option is presumed to be the ultimate control  for any
hazardous substance.   However,  such a drastic measure as closure is
rarely justified because of the excessive burden involved.   The impacts
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of closure would be twofold.  Direct impacts, such as a reduction in
employment, and writing off of capital stock in the benzene-producing and
benzene-consuming industries would affect the producers and consumers
themselves.  Indirect impacts, such as price increases, quality reductions,
and reduced output would arise from the attempts of the downline users of
benzene-derived substances to buy the benzene-derived substances from
foreign sources or substitute other less suitable substances for them.
     7.4.6.1  Direct Impacts on Benzene Producers and Consumers.  A total
ban on benzene would cause the people employed in benzene production to
become unemployed or occupied by other jobs.  The number of people so
affected can be roughly estimated as follows.  The 1976 Annual Survey of
            oc
Manufactures   shows that for SIC 2911, Petroleum Refining, the value of
shipments was $77,507.3 million, with the industry employing 101,700
workers at that time.  This implies a labor/output ratio of 1.31213 x
10 6 person-years per 1976-dollar of output.  To restate the ratio in
first-quarter 1979 dollars, it must be multiplied by the Bureau of Labor
                                                                       37
Statistics1 producer price index for refined petroleum products in 1976  ,
                                                           OQ
276.6, and divided by the same index for first-quarter 1979  , 350.6.
The result is 1.0352 x 10 6 person-years per 1979 dollar of output.   The
total production of benzene in 1979 is estimated to be about 6,420 million
                                                                        OQ
liters or about $2,183 million dollars, at the price of $0.34 per liter.
Multiplying the person-years per dollar coefficient by the dollar value
of total output gives the person-years embodied in the total output.   The
result is 2,260 person-years, a rough estimate of the number of jobs
which would be displaced in the benzene-manufacturing sector in the event
of closure.  A similar computation for benzene consumers suggests that
about 17,600 jobs would be displaced in the consuming industries, giving
a total of 19,860 affected jobs.  It is important to note, however,  that
the production of benzene is typically carried out in a facility that
produces a variety of chemicals, not just benzene.   It is likely that the
individuals currently employed in benzene production would simply adjust
the mixture of time they spend producing various outputs, adjusting out
of benzene production and into other production; however, they would
likely be employed at essentially the same job at the same place of work.
                                 7-88

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 It is unlikely that any significant unemployment would result from
 closure.
      A similar analysis holds for the other major factor of production,
 capital.  The quantity of capital  in benzene production can be computed in
 much the  same way as capital  was  computed for the model plants.   Recalling
 from Table 7-35 that the ratio of net income to revenue in the petroleum-
 refining  industry is 0.071,  the net income to the petroleum-refining
 industry  that can be attributed to benzene operations  is estimated as
 $155 million (0.071 x $2,183  million).   From Table 7-35 the capital
 recovery  coefficient for the  petroleum-refining industry is 0.09119, and
 the  depreciation rate is 0.0652.   Substituting these values into  the
 formula for assets  derived from Equations  7-1 and 7-2,  the capital  stock
 of the petroleum-refining industry that  is  dedicated to benzene production
 is estimated at $6,156 million.   A similar  computation  for the consumers
 of benzene  gives $10,563 million  (These  estimates  are very sensitive to
 small changes  in the ratios used  in  the  calculations and,  therefore,
 should be considered only ballpark estimates.)  Just as  with  labor,
 however, the capital  involved  in  this production  is likely to  have alter-
 native uses.   Thus,  if closure  were  imposed,  it is unlikely that all or
 even a substantial  part of the  total capital  affected would be totally
 written off.   It would be placed  into alternative  service.  To the extent
 that certain items  of equipment were useful  solely in benzene-related
 activities,  these items  would have to be scrapped, modified for non-benzene
 use, or sold to  benzene  producers  located outside the U.S.  This forced
 action would be  the  direct capital cost  impact of the closure option.
     7.4.6.2  Indirect  Impacts  on Users of Benzene-Derived  Products.
 There are two  substitution alternatives available to the users of
 benzene-derived  products.  The  first is to purchase the same product from
 a  foreign producer,  and  the second is to substitute a non-benzene product
with similar characteristics.    In the foreign-supply case, prices will  be
 likely to rise reflecting the increased transportation costs of the
 foreign benzene, and the U.S.  balance of payments will  also suffer.
 Furthermore, the banning of U.S. benzene production, about 40 percent of
world production, would create a worldwide upward shift in the supply
                                 7-89

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curve for benzene, which could have the effect of increasing the world
price of benzene while simultaneously reducing the total  quantity produced.
     In the case of substitution of non-benzene-derived inputs for benzene-
derived products, the quality of the output produced from the substituted
inputs will be likely to have fallen from the pre-closure level, and the
price of the output may also rise.   This is so in the absence of significant
technical advances creating substitutes that are not now available.   If a
substitute input was available before the closure, the manufacturer would
already have been using it unless it was less suitable, more costly, or
both, when compared to the benzene-derived input being used at the time
of the closure.  Thus, if closure is implemented, the substitute is most
likely to be less suitable, more costly, or both.
     These indirect impacts, increases in prices, decreases in quality,
or combinations of both, are the most important impacts that could be
expected in the event of closure.  Compared to the direct impacts, they
would be much further reaching and potentially more expensive.  A quanti-
tative estimate of the cost of the indirect impacts is beyond the scope
of this study.
7.5  SOCIOECONOMIC AND INFLATIONARY IMPACTS
7.5.1  Inflationary Impact Statement Thresholds
     Executive Order 12044 requires that the inflationary impacts of
major legislative proposals, regulations, and rules be evaluated.  A
regulation is considered a major action requiring the preparation of
an inflationary impact statement if it exceeds either or both of the
following thresholds:
     (1)  Annualized costs of compliance, including capital charges,
          equals $100 mi 11 ion.per year
     (2)  Total additional cost of production exceeds 5 percent of the
          selling price of the product.
The following sections consider each of these thresholds in turn.
     7.5.1.1  Annualized Cost Compared to $100 Million Threshold.  In
order to compute the total annualized cost of an option affecting plants
in the United States in 1979, the number of such plants must be multiplied
by the corresponding cost per plant.  Utilizing the estimate that there
                                 7-90

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were 28 large producers, 34 small producers, 77 consumers, and 4 bulk
storage terminals existing in 1979, and using the cost data from Table 7-37,
we find that the total annualized cost of implementing Control Option III
in 1979 is $968,100.
     In calculating the annualized costs for 1980, the additional total
annual costs for the new facilities constructed after 1979 must be added.
Assuming that there is no reduction in the number of existing facilities,
that there is a 5 percent annual growth rate in the number of facilities,
and that the new facilities pay a full year's worth of the costs, the
following expression can be used to compute the total annualized costs
(TAG) in-any year after 1979:                                            :
      TACt = TAC197g +  [(l.OB)*"1979 - !][# plants in 1979][cost/piant]
Filling  in the cost formula,  assuming Option III  for existing tanks and
Option II for new tanks apply,  the total annualized cost  in 1985 is
calculated to be $1,066,626  ($968,100 + $98,526).  Annualized costs for
other combinations  of options (i.e., other  alternatives)  and  other years
are displayed in Table  7-42.  No cost for any  combination in  any year
even  approaches the $100 million threshold; therefore, based  on this
criterion, none of  the  combinations represents  a  major impact.
      In  addition to the total annual cost of the  combinations, the annual
expenditures on new capital  should be of some  interest.   These expenditures
are calculated by multiplying the  capital cost for each type  of plant  by
the number of plants  of that type  and  summing  the results.   In 1979, the
total  expenditures  on new  capital  under Control Option III are calculated
to be $7,317,900.   In subsequent years,  the new capital expenditures
become much  smaller because only the  plants that come into existence  in
 that  year need  to  buy the  capital.   In  any  year t, the number of plants
 that  come into  existence  may be computed using the formula:
    New plants  in year t = [(1.05)t"1979-(1.05)(t"1)"1979][# original  plants]
 Thus, the formula for calculating the new capital expenditures,  K,  in year t, is:
               K.  = (new plants  in year t)(capital cost/plant)
                U
 The total cost in 1985 for Control Option II applied to  the new plants is
 thus:
                                  7-91

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  [1.056-1.055][(81,500x28)+(44,600x34)+(15,100x77)+(15,100x4)] = $320,442
Capital costs for other combinations of control  options and other years
are shown in Table 7-43.
     7.5.1.2  Production Costs Compared to Five Percent Threshold.  The
costs per liter calculated in the previous section translate to percentages
of price of 0.46 percent for the consumer and 0.42 percent for the producer,
when compared to the baseline price of $0.34 per liter3.   These impacts
are considerably smaller than the 5 percent threshold.  Therefore, none
of the options results in major impacts.
7.5.2  Foreign Trade Considerations
     There are two aspects of foreign trade that must be considered in
evaluating the feasibility of an option:  (1) Will implementation of the
option induce more importation of foreign goods, and  (2) Will  implementation
of the option reduce U.S. exports of the goods?  An affirmative answer to
either question means  that the option will worsen the U.S. balance of
payments and lead to reduced  domestic industrial production.   Both questions
could  be answered in the  affirmative if U.S. producers raised  their
prices to pass on new  costs,  while  producers in other countries,  who do
not  have to  comply with U.S.  laws,  maintain their prices.  In  this case,
both U.S. and  foreign  consumers would tend to  substitute  other countries'
products for the  U.S.  output, reducing  U.S. exports and  increasing U.S.
 imports.
      In  the case  of  benzene,  only about 3.5 percent of the product consumed
 in this  country  is  imported,  and only  about 2.5  percent  of the domestic
 production  is  exported.   Even if these  small  quantities  underwent fairly
 sizable  proportional  changes, their overall  impact would not be large  in
 relation to the whole market.  However, given the small ness  of the  price
 changes  expected to come about as a result of an option,  it is unlikely
 that the quantities imported or exported would be greatly affected  through
 price-induced substitution.
 aThese cost-to-price ratios differ from the price change necessary to
  maintain ROI in that the government absorbs some of the total annual!zed
  costs through reduced taxes in the computation of price changes necessary
  to maintian ROI, whereas these cost-to-price ratios compare per-liter costs
  to baseline without considering where the costs are borne.
                                  7-93

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7.5.3  Industry Output,  Employment,  and Growth Impacts
     One concern with regulation is  that the price change brought about
by the implementation of an option might be sufficient  to induce a change
in quantity sold, which  would,  in turn, induce a change in employment in
the industry.   It is unlikely that the small price changes attributable
to any of the control options would  produce a noticeable change in either
output or employment.  Nonetheless,  a simplified calculation of employment
impacts is presented below to suggest approximate upper bounds on the
changes in employment and output.
     Because benzene is  an intermediate good, its demand elasticity is
the same as the elasticity of substitution for benzene  in the manufacturing
processes in which it is used.   These elasticities can  be estimated, but
such an estimation is beyond the scope of this work.   However, it has
been shown that the price elasticity for inputs to production rarely
exceeds ,unity.  Thus, as a rough estimate of the upper bounds of the
employment and output impacts of an option, changes in employment and
output have been estimated under the assumptions that benzene consumers
raise prices by 0.803 percent, the highest hike for any consumer in any
option, and that the price elasticity  is unity.  Under the unitary
elasticity assumption, a 0.803 percent rise in price implies a 0.803
percent fall in quantity sold, and under the assumption of fixed
coefficients of production, this implies a 0.803 percent fall in employ-
ment.  Thus, given the initial level of employment of 19,860 person-years
computed  in Section  7.4.6.1, a reduction in employment of 159 jobs  is
estimated as the maximum employment reduction  in both industries under
the  most  expensive option.   It must be borne  in mind, however, that this
impact  does not  lead directly to the  firing  of 159 employees;  it is quite
likely  that the  displaced  employees would  simply become  engaged  in  other
production activities at the same places of  work.  Even  if  all 159  individuals
became  immediately  unemployed,  however,  this  event could hardly  be
characterized  as a  "major"  impact on  the economy.
      The  economic conditions  in  the petroleum and petrochemical  industries
 have been a  major concern  because of  the large and continuing rise  in
world oil prices which  began in  1973.   Certainly  the enacting of controls
                                  7-95

-------
which serve to further raise costs in these industries should receive
double scrutiny because of this situation.  For most industries, one of
the prime concerns in regulation is the effect of the regulation on
industry growth.  The options evaluated here could possibly have some
minor effects on industry growth; however, any effects they could have in
this area would be quite inconsequential in comparison to the growth
effects brought about by the increases in world oil prices and the actions
of the government in the area of price regulations and supply allocations
intended to combat these price increases.  Furthermore, in the petroleum
and petrochemical industries, unlike most industries in which growth is
one of the primary goals, the primary goals seem now to be efficiency and
conservation.  Viewed in this light, those options in which benzene is
recovered or prevented from escaping have a positive benefit.  In fact,
if the price of benzene continues to rise relative to the price of control
equipment, it is merely a matter of time until many of the options become
so attractive that firms will voluntarily employ them.
7.5.4  Impacts on Suppliers of Emissions Control Equipment
     The primary concern in a regulatory action is usually confined to
the industry being regulated.  It is usually assumed that the rest of the
economy is operating efficiently, and is sufficiently flexible to adjust
to the changes in the regulated industry as easily as it adjusts to
"normal" economic changes.  However, when the relation of the regulated
industry to some other industry is too close to ignore the adjustment
effects in that other industry, it is necessary to expand the analysis.
In this regard, the assumption made is that the industries supplying and
being supplied by the producers and consumers of benzene are sufficiently
flexible to adjust to the small changes estimated  here for the petroleum
and chemical industries, with one possible exception:  the industry that
supplies floating roofs for tanks.  A requirement  for contact internal
floating roofs would increase demand faced by the  firms which supply
contact roofs,  and the firms that cannot  now produce such roofs would
suffer a decrease in demand.
     The decrease in demand faced by the  sector of the industry that
makes only noncontact roofs would be likely to decrease profits that the
                                  7-96

-------
companies in that sector are able to make.  The extent of the reduction
in profit faced by the firm depends on two things:  (1) the importance of
benzene tank roofs relative to the overall output mix, and (2) the flexi-
bility of the firm in rechanneling productive capacity intp new lines.
To the extent that benzene tank roofs represent a relatively small component
of total sales, and to the extent that the capital and labor used in
benzene tank roof manufacture can be used effectively in manufacturing
other items, this aspect of the option merely serves to rechannel productive
capacity, rather than cause economic hardship.  Under certain circumstances,
this rechannelling is just as equitable as the rechannelling of economic
resources that comes about through the usual operation of the free market
forces: supply, demand, and competition.  The main difference is that in
the free market case the economic forces are applied directly by the
market participants shifting their demand from the old product to the new
one with characteristics they prefer; however, because there is no market
for clean air, shifts in market demands cannot be depended on to bring
about economic changes.  Instead, the individual demands of the people
are collectively channelled through the government where they reach the
producers through the enactment and enforcement of direct regulation.
The only conditions needed to ensure that the actions of the government
are equitable in the same sense that the operation of market forces is
equitable, is that the article in demand have bonafide benefits over the
existing product, and that the government is correctly interpreting the
demands of the people.
                                 7-97

-------
7.6  REFERENCES FOR CHAPTER 7
 1.  Synthetic Organic Chemicals, U.S. Production and Sales, 1978.
     U.S. International Trade Commission.  Washington, D.C.  Government
     Printing Office,  p. 15.
 2.  Synthetic Organic Chemicals, U.S. Production and Sales, respective
     years.  U.S. International Trade Commission.  Washington, D.C.
     Government Printing Office.
 3.  Chemical Engineering.  January 30,  1978.  p. 64.
 4.  Chemical and Engineering News.  Vol. 57.  June 11, 1979.  p.  59.
 5.  Gunn, Thomas C., and Koon  Ling Ring.  CEH Marketing  Report  on Benzene.
     Chemical Economics Handbook.  Stanford  Research Institute,  Menlo
     Park, California.  May 1977.  p. 618.5022N.
 6.  Gunn, Thomas C., and Koon  Ling Ring.  CEH Marketing  Report  on Benzene.
     Chemical Economics Handbook.  Stanford  Research Institute,  Menlo
     Park, California.  May 1977.  p. 6185021C.
 7.  Gunn, Thomas, C., and Koon Ling  Ring.   CEH  Marketing Report on
     Benzene.  Chemical Economics Handbook.   Stanford Research Institute,
     Menlo Park, California.  May 1977.   p.  618.5024B.
 8.  Industrial Chemicals Report.  Radian Corporation, Austin, Texas.
     1979.
 9.  Gunn, Thomas C., and Koon  Ling Ring.  CEH Marketing  Report  on Benzene.
     Chemical Economics Handbook.  Stanford  Research Institute,  Menlo  Park,
     California.  May 1977.  p.  618.5022W-Y.
10.  Gunn, Thomas C., and Koon  Ling Ring.  CEH Marketing  Report  on Benzene.
     Chemical Economics Handbook.  Stanford  Research Institute,  Menlo  Park,
     California.  May 1977.  p.  618.5022F-^.
11.  Average 1976 Unit Market Price:  Synthetic  Organic Chemicals,
     U.S.  Production and Sales, 1976.   U.S.  International Trade  Commission.
     1977.  Total Sales, 1976:   Company records.
12.  Gunn, Thomas C., and Koon  Ling Ring.  CEH Marketing  Report  on Benzene.
     Chemical Economics Handbook.  Stanford  Research Institute,  Menlo  Park,
     California.  May 1977.  p.  618.5023B-C.
13.  Gunn, Thomas C., and Koon  Ling Ring.  CEH Marketing  Report  on Benzene.
     Chemical Ecnomics Handbook.  Stanford Research  Institute, Menlo Park,
     California.  May 1977.  p.  618.5023F-G.
14.  Standard Corporation Description.   Standard and Poor's Corporation,
     New York.  Continuous update.
                                  7-98

-------
15.   Chemical Engineering.  January 30, 1978.  p. 33.

16.   Chemical and Engineering News.  April 4, 1977.  p. 10.

17.   Chemical Marketing Research Assn.  Review.  May 3, 1977.  p. 82.

18.   Chemical Age.   October 13, 1978.  p. 11.

19.   Telecon.  E.B.  Dees, TRW, Inc., to Anthony J. Finizza of Atlantic
     Richfield Company, Los Angeles, California.  12 December 1978.

20.   Telecon.  E.B.  Dees, TRW to Paul Fritz, Corpus Christi  Petrochemicals,
     Houston, Texas.  14 December 1978.

21.   Oil and Gas Journal.  October 30, 1978.  p. 36.

22.   Chemical Marketing Reporter.  September 18, 1978.  p. 81.

23.   Guthrie, K.M.   Data and Techniques for Preliminary Capital  Cost
     Estimating.  Chemical Engineering,  p. 114-142.  March  24,  1969.

24.   U.S. Environmental Protection Agency.  Control of Volatile  Organic
     Emissions from Petroleum Liquid Storage in  External  Floating  Roof
     Tanks.  Report No. EPA-450/2-78-047.  Research Triangle Park,
     North Carolina.  December 1978.

25.   Telecon.  Ailor, D.C., TRW with Larry Oxley, ALTEC.   February 27, 1979.
     Internal floating roof cost estimates.                  *'

26.   Letter  and attachments from Roney, E.W.,  PETREX,  Inc.,  to D.C. Ailor,
     TRW, Inc.  February  28, 1979.   Features of  PETREX Internal  Floating
     Roofs.

27.   Telecon.  Houser, G.N., TRW,  Inc. with  Ken  Wilson, Pittsburgh-Des Moines
     Steel Company.  January 25, 1979.  Cost for installing  aluminum  dome
     on external floating-roof tank.

28.   Telecon.  Ailor, D.C., TRW, Inc., with  E. W.  Roney,  PETREX, Inc.
     November 1979.  Costs  for removing  noncontact  internal  floating
     roofs.

29.   Telecon.  TRW  Environmental Engineering Division.  Survey conducted
     of  benzene tank users/owners  to determine distances  between benzene
     storage tanks.  July 1979.

30.  U.S.  Environmental  Protection Agency.   Guidelines Series, Control  of
     Volatile Organic  Emissions  from Storage of Petroleum Liquids in
     Fixed-Roof Tanks.   EPA-450/277-036  (OAQPS No.  1.2-089).  Research
     Triangle Park,  North Carolina.   December  1977.
                                  7-99

-------
31.  Telecon.  TRW Environmental Engineering Division.  Survey conducted
     to determine inspection frequency and operating and maintenance
     problems occuring with benzene floating-roof tanks.
     September 13-18, 1979.

32.  U.S. Federal Trade Commission.  Quarterly Financial Report for
     Manufacturing, Mining, and Trade Corporations, First Quarter 1979.
     Washington, D.C., U.S. Government Printing Office, 1979.  p. 12, 31,
     33.

33.  U.S. Federal Trade Commissions.  Quarterly Financial Report for
     Manufacturing, Mining, and Trade Corporations, First Quarter 1979.
     Washington, D.C., U.S. Government Printing Office, 1979.  p. 12, 25,
     27.
34.
35.
Current Prices of Chemical and Related Materials.
Reporter.  215(26):  46-56.
Chemical Marketing
Gunn, Thomas C., and Koon Ling Ring.  CEH Marketing Report on Benzene.
Chemical Economics Handbook.  Stanford Research Institute, Menlo
Park, California.  May 1977.  p. 618.5022F-618.6022S.
36.  U.S. Department of Commerce, Bureau of the Census, Annual Survey of
     Manufactures, 1976.  Industry Profiles (M76(AS)-7).  Washington,
     D.C., U.S. Government Printing Office, 1977, p. 130.

37.  U.S. Department of Commerce, Bureau of Economic Analysis, Business
     Statistics, 1977.  Washington, D.C., U.S. Government Printing Office,
     1977.  p. 48.

38.  U.S. Department of Labor, Bureau of Labor Statistics.  Producer
     Prices and Price Indices.  U.S. Government Printing Office, January,
     February, and March, 1979.  Tables 4.

39.  Gunn, Thomas, C., and King Ling Ring.  CEH Marketing Report on
     Benzene.  Chemical Economics Handbook.   Stanford Research Institute,
     Menlo Park, California.  May 1977.  p. 618.5021C-618.5021D.
                                 7-100

-------
                   APPENDIX A
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-------
       APPENDIX C



EMISSION SOURCE TEST DATA



 -BENZENE STORAGE TANKS-

-------

-------
                 APPENDIX C - EMISSION SOURCE TEST DATA

C.I  INTRODUCTION
     This appendix describes the emissions source test data obtained
prior to.and during the development of the Background Information Docu-
ment (BID).  The facilities tested are described, the test methods used
are identified, and the data obtained presented.
C.2  ESTIMATING EMISSIONS FROM FLOATING-ROOF TANKS
     The emissions from external and internal floating-roof tanks storing
benzene were estimated in the BID using equations developed for EPA by the
Chicago Bridge and Iron Company (CBI).   This section summarizes the test
methods, test results, and conclusions from this study.
C.2.1  Description of Test Facility
     The benzene emissions test program was performed in a test tank at
CBI's research facility in Plainfield,  Illinois.  The test tank was
20 feet in diameter and had a 9-foot shell height (see Figure C-l).  The
lower 5'-3" of the tank shell was provided with a heating/cooling jacket
through which a heated or cooled water/ethylene glycol mixture was
continuously circulated to control the product temperature.
     The effect of wind blowing across the open top of a floating-roof
tank was simulated by means of a blower connected to the tank by either a
30-inch or 12-inch diameter duct.   An inlet plenum with rectangular
openings was used to distribute the air entering the test tank shell.
This air exited from the tank through a similar plenum into a 30-inch
diameter exit duct.  The 12-inch diameter air inlet duct was used for the
internal floating roof simulation tests, and the 30-inch diameter inlet
duct was used for the external floating roof simulation tests (which
required larger air flow rates).  While one size of inlet duct was in
use, the other size was always closed.
                                 C-3

-------
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     C.Z.I.I  Principal Instrumentation.   The principal instrumentation
consisted of the following:
     1.    The air speed in the inlet duct was measured with a Flow Technology,
          Inc., air velometer, Model No.  FTP-16H2000-GJS-12.
     2.    The total hydrocarbon concentrations were measured with Beckman
          Instruments, Inc., Model 400, total hydrocarbon analyzers.   Two
          instruments were used, one for the inlet and one for the outlet.
     3.    The airborne benzene concentration at the test facility was
          measured with an HNU Systems, Inc., portable analyzer, Model
          PI 101.
     4.    The local barometric pressure was measured with a Fortin,
          Model 453, mercury barometer.
     5.    During unmanned periods (nights and weekends) the barometric
          pressure was measured with a Taylor Instruments, aneroid baro-
          meter, Weather-Hawk Stormoscope Barometex No. 6450.
     6.    The temperatures were measured with copper/constantan thermo-
          couples and recorded with a multipoint potentiometer, Doric
          Scientific Corp.,  Digitrend, Model 210.
     C.2.1.1.1  Analyzer calibration.  Calibration gas mixtures were
provided by Matheson Gas Products Company for the purpose of calibrating
both the total hydrocarbon analyzers and the portable analyzer.  Gas
mixtures of three different benzene concentrations in ultra zero air were
used:
                              0.894     ppmv
                              8.98      ppmv
                             88.6       ppmv
     The inlet air analyzer and the portable analyzer were routinely
calibrated with the 0.894 ppmv benzene calibration gas.  The outlet air
analyzer was calibrated with the gas mixture closest to the concentration
currently being measured by the analyzer.  Both total hydrocarbon analyzers
were calibrated at the beginning of each 8-hour shift, and the portable
analyzer was calibrated at least twice a week.
     C.2.1.2  Product Description.  The benzene used during the testing
program was Nitration Grade Benzene as defined in ASTM-D-835-77.
                                 C-5

-------
C.2.2  Test Method
     The testing was done  in three phases, each using a different type of
floating roof.  Phase  I used a contact-type internal floating roof.
Phase II used a noncontact-type  internal floating roof.  Phase III used
a double deck external floating  roof.
     A total of 29 tests were conducted during the three phases.  Conditions
were varied in order to determine the:
     o    Emissions from a tight primary seal.
     o    Emissions from a tight primary seal and secondary seal.
     o    Effect of gaps in the  primary and/or the secondary seal.
     o    Contribution of  deck fittings (penetrations) to emissions.
     o    Effect of vapor  pressure (temperature) on emissions.
     C.2.2.1  Description  of Floating Roof and Seals.
     C.2.2.1.1  Phase  I, contact-type internal floating roof.  A
cross-sectional view of the position of the floating roof within the test
tank is shown in Figure C-2.
     A flapper secondary seal was used during some of the tests.  This
seal was 15 inches wide, with internal stainless steel reinforcing fingers.
A sketch of its installation on  the rim of the contact-type internal
floating roof is shown in  Figure C-3.
     Description of test conditions—The test conditions for Phase I are
summarized in Table C-l.   This table presents a brief overview of the
various temperatures, seal configurations, and deck fitting sealing
conditions for the Phase I emissions tests.
     C.2.2.1.2  Phase II,  noncontact-type internal floating roof.  The
internal floating roof for the Phase II tests was fitted with shingled,
flapper type primary and secondary seals.   A plan view sketch of a portion
of a shingle-type seal  is  shown  in Figure C-4.  Also, the dimensions of a
single piece,  or shingle, of the seal is shown.   Figures C-5 and C-6
describe the details of the shingled, flapper type seal  that was installed
in lieu of the single continuous flapper seal  used during the propane/octane
tests.   Figure C-5 shows a cross-sectional  view of the position of the
noncontact-type internal  roof within the emissions test tank.
     Description of test conditions—The description of test conditions for
Phase II are summarized in Table C-2.   This table presents  a brief overview
                                 C-6

-------
                REMOVABLE EXTERNAL,
                   CONE ROOF
                 AIR PLENUM
3O"0 AIR DUCT
                            AIR OPENING
                                    CONTACT-TYPE  INTERNAL
                                        FLOATING  ROOF
                            SR-B  RESILIENT
                              FOAM SEAL
   RIM SPACE HEATING
   «, COOLING COILS    STf"1
UCT LEVEL
      Figure C-2.  Position  of the contact-type  internal floating
        y          roof within the emissions  test tank.
                              C-7

-------
  BOTTOM OF AIR  OPENING
FLAPPER-TYPE
SECONDARY SEAL
                   	CLIPS ON  3" CENTERS FASTENING SECONDARY

                     SEAL  TO RIM  OF  ROOF
                     •PRIMARY SEAL IMMERSED IN BENZENE
                            :ONTACT-TYPE
                            INTERNAL  FLOATING ROOF
      Figure C-3.   Rim mounting of the flapper secondary seal.
                          C-8

-------
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                             -4-
                                  12
                INDIVIDUAL PIECE OF SHINGLE-TYPE SEAL
        TANK SHELL-
RIM PLATE-
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                     Figure C-4.  Installed shingle-type seal.
                                  C-10

-------
               REMOVABLE EXTERNAL
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3OV AIR DUCT
Figure C-5.  Position of the noncontact-type  internal  floating
             roof within the emissions test tank.
                        C-ll

-------
                  SECONDARY SEAL
                                             STEEL CLAMP BAR
                                                BOLTED JOINT
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FOAM  TAPE
FABRIC SEAL FOR MOUNTING BRACKET
MOUNTING BRACKET FOR SECONDARY
SEAL
                                 STEEL CLAMP BAR
                                                     7
                            FOAM TAPE
                            RIM  PLATE	'      DECK  SKIN-

                         DECK SKIN CLAMP BEAM ASSEMBLY


                                              DECK SKIN
Figure C-6.   Cross-sectional  view of the shingle-type
                  seal installation.
                        C-12

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of the various temperatures, seal configurations, and deck fitting sealing
condition for the Phase II emissions tests.
     C.2.2.1.3  Phase III, external double deck floating roof.  A cross-
sectional view of the position of the double deck roof within the test
tank is shown in Figure C-7.  The figure also illustrates the metallic
shoe seal mounted on the double deck external floating roof.  When a
secondary seal was required, the flapper type secondary seal from Phase I
was reused.  However, in order to fit it to the double deck roof, the
length of the secondary seal had to be shortened because of the slightly
smaller diameter of the double deck roof.
     Description of test conditions—The test conditions for Phase III
are summarized in Table C-3.  This table presents a brief overview of the
various temperatures, seal configurations, and deck fitting sealing
condition for the Phase III emissions tests.
C.2.3  Emissions Test Data
     C.2.3.1  The Effect of Vapor Pressure on Emissions.  Several emissions
tests  (EPA-5, EPA-9, and EPA-15) were initially conducted to determine
the effect of the product vapor pressure, P, on the emissions rate.  This
relationship was evaluated during these tests by varying the product
temperature in the pilot test tank which had been fitted with a contact-type
internal floating roof and a liquid-mounted primary seal.  The product
temperatures maintained during the three respective tests were 100 F
(EPA-5), 60°F (EPA-9), and 75°F (EPA-15).  Based on these tests, the
emissions are directly related to the vapor pressure function, f(P):
                     f(P) =
                                      14.7
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                                       14.7
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     C.2.3.2  The Effect of Seal Gap Area on Emissions.  Several tests
were performed to determine the rates of emission as a function of seal
gap area.
     Table C-4 presents the seal gap areas tested and the measured emissions
for the Phase I testing of a contact-type internal floating roof.  Several
conclusions are apparent from these tests:
     1.   A comparison of the emissions measured during tests EPA-5,
          EPA-9, and EPA-15 with the emissions measured during tests
                                 C-14

-------
30"* AIR DUCT
V
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     & COOLING COILS "^
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           JACKET  -"	.
                   DOUBLE DECK EXTERNAL
                       FLOATING ROOF
z
     Figure C-7.   Position of the double deck external
                   floating roof within the  emissions test tank.
                              C-15

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          EPA-11 and EPA-16 clearly demonstrates that increasing gap
          areas in the primary seal increases emissions.
     2.    A comparison of the emissions measured during tests EPA-5,
          EPA-9, and EPA-15 with the emissions measured during test
          EPA-12, in addition to a comparison of the emissions measured
          during tests EPA-11 and EPA-13, demonstrates that the addition
          of a secondary seal reduces emissions.
     3.    A comparison of the emissions measured during tests EPA-12 and
          EPA-13 shows that, as long as the secondary seal has no gaps,
          the emissions rate is generally independent of the amount of
          gap in the primary seal.
     No relationship between seal gap area and emissions could be
established from the Phase II testing of a noncontact-type internal
floating roof.  This was probably a result of the type of primary and
secondary seals used during the tests.
     Table C-5 presents the seal gap areas and the measured emissions for
the Phase III testing of a double deck external floating roof.  Several
conclusions are apparent from these tests:
     1.    A comparison of the emissions measured during tests EPA-23 and
          EPA-24 demonstrates that small gap areas in the primary seal do
          not increase emissions.
     2.    A comparison of the emissions measured during tests EPA-23 and
          EPA-27, in addition to a comparison of the emissions measured
          during tests EPA-24 and EPA-25, demonstrates that the addition
          of a secondary seal reduces emissions,
     3.    A comparison between similar cases in Tables C-4 and C-5 demon-
          strates that the emissions from an external floating-roof tank
          are much higher than the emissions from a contact-type internal
          floating-roof tank similarly equipped.
     C.2.3.3  The Development of Seal Factors (K ) and Wind Speed
Exponents (n).  The emission factors (K  and n) for internal and external
                                       9
floating roofs with primary seals and primary and secondary seals were
developed from the emissions tests data previously discussed.  The emis-
sions factors for contact internal floating roofs and external floating
roofs having primary seals and primary and secondary seals are average
                                 C-18

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-------
  seal  factors  developed from these test data and field tank gap measurement
  data.   Using  a methodology similar to one discussed ir American Petroleum
  Institute (API) Publication 2517,1 the test data from selected EPA Phase  I
  and Phase III tests were weighted to represent gap measurement data
  collected by  the California Air Resources Board (CARB) during seal gap
  area surveys  on external floating roof tanks.   Based on engineering
.  judgment, it  is reasonable to assume that they are also representative of
  the seal  gaps on internal floating-roof tanks.
       Consequently, the emission factors for a contact-type internal
  floating roof with a primary seal (cIFRps) were estimated based on the
  weighted average of tests EPA-15 and EPA-16, which have no measurable
  seal gap and 1.3 square inches of seal gap per foot of tank diameter,
  respectively.  Because 65 percent of the tanks surveyed by CARB had no
  measurable gaps, the emissions measured during test EPA-15, the test with
  no measurable gap, were weighted at 65 percent.  The remaining 35 percent
  was assigned to the emissions measured during test EPA-16.
       Similarly, the emission factors for a contact-type internal floating
  roof with primary and secondary seals (cIFRss), an external floating roof
  with a primary seal (EFRps), and an external floating roof with primary
  and secondary seals (EFRss) were estimated by applying appropriate weighting
  factors to the EPA test data to represent the CARB tank survey data.
  Table C-6 summarizes the emission factors for internal and external
  floating roofs.
       Some of the data collected during the Phase  I and Phase  III tests
  were not used to develop emission factors.  Data  collected during  Phase I
  tests EPA-1 through EPA-4 were not  used because these tests were performed
  primarly to evaluate the performance of the test  facility.  Data collected
  during test EPA-10 were voided because the secondary  seal was  not  compatible
  with benzene.  Data collected during test EPA-11  were not used because
  the seal gap area was unrealistically large.
       Data collected during  Phase  III test EPA-25P were not used because
  of a failure of the secondary seal.  Data collected during test EPA-28
  were not used  because the seal gap  area was unrealistically large.
       Additionally, while the testing did not  specifically address  the
  control  effectiveness of placing  a  fixed roof over an external floating
  roof,  it is reasonable  to assume  that the emissions from  a tank so modified
                                    C-20

-------
         Table C-6.   EMISSION FACTORS AND THE BASIS OF ESTIMATION'

Roof and
seal3
cIFRps

cIFRss

ncIFRss
EFRps


EFRss

Primary Secondary
seal gap seal gap
EPA (inVft tank (inVft tank
test(s) diameter) diameter)
EPA- 15
EPA- 16
EPA- 13
EPA-14
EPA- 17, 18
EPA- 23
EPA-24
EPA-29
EPA-25
EPA-26
0 no seal
1.3 no seal
21 0
21 21
0, 1.3 0, 1.3
0 no seal
.3.4 no seal
14.4 no seal
3.4 0
3.4 1.3
Weighting
factors ,
(%)
65
35
90
10
NA
10
85
5
75
25
Emission
j Factors
Ks
12.7 0.4

3,6 0.7

10.3 1.0
48.6 0.7


57.7 0.2

cIFRps - contact internal floating roof with a primary seal, cIFRss -
contact internal floating roof with primary and secondary seals,
ncIFRss - noncontact internal floating roof with primary and secondary
seals, EFRps - external floating roof with a primary seal, EFRss -
external floating roof with primary and secondary seals.
                                C-21

-------
would be equivalent to the emissions from a contact internal floating-roof
tank similarly equipped.
C.3  ESTIMATING EMISSIONS FROM FIXED-ROOF TANKS                       :
     As discussed in Chapter 3, the working and breathing loss equations
from AP-42 were used to estimate benzene emissions from fixed-roof tanks
storing benzene.  However, breathing losses estimated using these equations
were discounted by a factor of 4, based on recent fixed-roof tank tests
conducted for the Western Oil and Gas Association (WOGA), EPA, and the
German Society for Petroleum Science and Carbon Chemistry (DGMK).
C.3.1  WOGA and EPA Studies
     During 1977 and 1978, 56 fixed-roof tanks were tested for WOGA and
EPA.  Fifty of these tanks, which were tested for WOGA, were located in
Southern California and contained mostly California crudes, fuel oils,
diesel and jet fuel.  These tanks were in typical refinery, pipeline, and
production service.  The remaining six tanks, which were tested  for EPA,
contained isopropanol, ethanol, acetic acid, ethyl benzene, cyclohexane,
and formaldehyde, respectively.
     C.3.1.1  Test Methods for the WOGA and EPA Studies.  The test methods
for the WOGA and EPA studies followed the methods described in the American
Petroleum Institute (API) Bulletin 2512, "Tentative Methods of Measuring
Evaporative Loss from Petroleum Tanks and Transportation Equipment,"
Part II, Sections E and F.  This document recommends that the emissions
from a fixed-roof tank be estimated by measuring the hydrocarbon
concentrations and flow rates  leaving the tank.
     In the WOGA study, the volume of vapors expelled from  a tank was
measured using a large  and a small positive displacement diaphragm meter
and a turbine meter connected  in parallel.  Three meters were used so
that the potential range of flow rates could be covered.  These  meters
were connected to the tank with flexible tubing.  Vapor samples, which
were taken from the tank using a heated sample line, were analyzed con-
tinuously with a total  hydrocarbon analyzer.  With continuous monitoring,
fluctuations  in the hydrocarbon concentration could be noted.   Periodically,
grab samples were taken and analyzed with a gas chromatograph,  providing
details on hydrocarbon  speciation.
     In the EPA study,  the volume of vapor emitted from a tank  was measured
by positive displacement meters of  either the bellows or rotary-type,
                                 C-22

-------
depending on flow rate.   Both meters were mounted so they could be manually
switched for positive and negative flow through a one-way valve which was
weighted, when applicable, to simulate the action of a pressure-vacuum
valve.   Vapors from the tank were sampled using a heated sample line (to
reduce condensation in these lines), and then monitored with a total
hydrocarbon analyzer calibrated specifically for the chemical in the
tank.  For the formaldehyde tank, a thermal conductivity gas chromatograph
was used instead of a flame ionization detection gas chromatograph.
     C.3.1.2  Test Data and Conclusions from the WOGA and EPA Studies.
In these studies, 33 tank tests were available for correlation with the
API 2518 breathing loss equation which is the basis for the breathing  :
loss equation in AP-42.   Table C-7 lists the emissions measured during
each of these tests and the emissions calculated using the API equation.
Measured versus calculated emissions for each of these tanks are also
presented in Table C-7.   Of the 33 tanks tested, only two had measured
emissions larger than those calculated using the API breathing loss
equation.  In general, the API equation overestimated breathing losses by
approximately a factor of 4.
     An additional 13 tank tests from the WOGA study were available for
evaluating the emissions from a fixed-roof tank in continuous working
operation.  However, because of limited and scattered data and the fact
that breathing losses could not be separated out of the emissions, no
suggestions were made for developing a new correlation for working losses
from fixed-roof tanks.
C.3.2  DGMK Study
     During 1974 and 1975, emissions tests were conducted by the German
Society for Petroleum Science and Carbon Chemistry (DGMK) on a 3,000
cubic meter fixed-roof tank storing gasoline.  The tests were designed to
evaluate the effects of climate and method of operation on the emissions
from the tank over a long period of time.
     C.3.2.1  Test Methods for the DGMK Study.  A large number of  parameters
were measured and recorded during the tests, including volume of vapor
leaving  the tank, concentration of hydrocarbons  in the emitted vapor, gas
pressure and temperature  in the tank, liquid temperature, liquid level,
ambient  temperature, air  pressure, and solar radiation.   In  addition,
                                  C-23

-------
Table C-7.  MEASURED AND ESTIMATED BREATHING
        LOSSES FROM FIXED-ROOF TANKS
Test no.
USEPA # 1
2
3
4
5
6
7
' 8
9
10
11
12
WOGA # 1
2
. 3
4
5
6
7
8
9
10


Type of Measured breathing API calculat«dg
product Toss breathing loss
(bbl/yr) (bbl/yr)
Isopropanol
Isopropanol
Ethanol
Ethanol
Ethanol
Acetic acid,
glacial
Acetic acid,
glacial
Ethyl benzene
Ethyl benzene
•Cycl ohexane
Cyclohexane
Cycl ohexane
Crude
Crude
Fuel oil
Crude
Fuel oil
Diesel
Crude
Crude
Crude
Jet component


20
22
8
4
8
24
45
15
19
27
23
19
0
o
0
0
1
0
224
164
222
0
(continued)
C-24
59
59
49
54
46
75
93
39
44
172
141
167
17
51
91
10
101
21
607
257
856
44


Measured/cal cul ated
0.34
0 .37
0.16
0.07
0.17
0.32
0.48
0.38
0.43
0.16
0.16
.0.11
0.00
0.00
0.00
0.00
0.01
0.00
0.37
0.64
0.26
0.00



-------
Table C-7.  Concluded

Test no.
WOGA # 11
12
13
14
15
16
17
18
19
20
21

Type of
product
Crude
Crude
Crude
Fuel oil
Crude
Crude
Crude
Crude
Crude
Crude
Diesel

aAPI Bulletin 2518, "
Measured breathing
loss
(bbl/yr)
1
6
240
3
84
339
1,086
0
9
0 *
20

API calculated Measured/ calculated
breathing loss3
(bbl/yr }
26
74
167
17
138
490
783
61
298
2
38
Average
0.04
0.08
1.44
0.18
0.61
0.69
1.39
0.00
0.03
0.00
0.53
0.29
Evaporation Loss from Fixed-Roof Tanks."
          C-25

-------
using discontinuous measurements, vapor samples were analyzed in a laboratory
for speciation and total hydrocarbons.
     The flow rates from the tank were measured using three bellows gas
counters connected to the breathing valves on the tank.  Three gas counters
were used so that extremely high and extremely low volume flows could be
determined.  The three bellows gas counters were installed on the roof of
the tank.  The pressure drop across the counters was 20 mm water column
at full load.  The additional pressure drop caused by the counters was
compensated for by installing a new set of breathing valves.
     An electrically-heated sampling line was connected from the outlet
of each of the bellows gas counters to the measurement room.  The vapors
were analyzed with a flame ionization detector (FID) for total hydrocarbon
content.  Grab samples were also analyzed using two different gas
chromatographic techniques to determine total hydrocarbons and individual
components.
     C.3.2.2  Test Data and Conclusions from the DGMK Study.  Table C-8
presents the measured breathing and working Tosses and the losses calcu-
lated using the API 2518 breathing and working loss equations.  A comparison
of the measured and calculated losses indicates the measured breathing
losses are only 24 percent of the estimated breathing losses.  In addition,
measured working losses are approximately 96 percent of the working
losses estimated using API 2518.
                                 C-26

-------
Table C-8.  COMPARISON OF MEASURED LOSSES WITH
        THOSE CALCULATED USING API 2518
Loss and
time period
Breathing loss9
69 days
46 days
45 days
160 days (total)
Working loss
69 days
46 days
45 days
160 days (total )
alncludes withdrawal
Measured
(Mg)

2.0
0.6
0.7
3.3

12.2
11.3
5.9
29.4
loss.
3
Calculated
(Mg)

6.6
3.9
3.2
13.2

12.2
12.9
5.6
30.7

Measured/cal cul ated
(Mg)

0.30
0.15
0.22
0.24

1.0
0.88
1.05
0.96

                      C-27

-------
C.4  REFERENCES FOR APPENDIX C

1.   American Petroleum Institute.  Evaporation Loss, from External
     Floating-Roof Tanks.  API Publication 2517.  February 1980.

2.   Letter and attachments from Moody, W. T., TRW, Incorporated, to
     Richard Burr, U.S. Environmental Protection Agency.  April  24, 1980.
     Emission Factors for VOL and Benzene.

3.   American Petroleum Institute.  Evaporation Loss from Fixed-Roof
     Tanks.  API Bulletin 2518.  June 1962.
                                  C-28

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                   APPENDIX D

METHODOLOGY FOR ESTIMATING LEUKEMIA MORTALITY AND
     MAXIMUM LIFETIME RISK FROM EXPOSURE TO
  BENZENE EMISSIONS FROM BENZENE STORAGE TANKS

-------
L

-------
       APPENDIX D - METHODOLOGY FOR ESTIMATING LEUKEMIA MORTALITY

               AND MAXIMUM LIFETIME RISK FROM EXPOSURE TO

              BENZENE EMISSIONS FROM BENZENE STORAGE TANKS
D.I  INTRODUCTION

     The purpose of this appendix is to describe the methodology used in

estimating leukemia mortality and maximum lifetime risk attributable to

population exposure to benzene emissions from benzene storage tanks.  The

appendix is presented in three parts:

     •    Section D.2, Summary and Overview of Health Effects, summarizes
          and references reported health effects from benzene exposure.
          The major reported health effect is leukemia.   Mortalities
          cited in the BID include only the estimated leukemia deaths
          attributable to exposure to benzene emissions from benzene
          storage tanks at existing petroleum refineries, chemical
          plants, and bulk storage terminals although other, sometimes
          fatal, effects are known to result from benzene exposure.

     •    Section D.3, Population Density Around Petroleum Refineries,
          Chemical Plants and Bulk Storage Terminals, describes the
          method used to estimate the population at risk; i.e., persons
          residing within 20 km of existing facilities having benzene
          storage tanks.

     «    Section D.4, Population Exposures, Mortalities, and Risks,
          describes the methodology for estimating benzene emissions
          from model plants, calculating expected population exposures,
          and estimating the number of leukemia deaths and maximum
          risk of leukemia attributable to benzene emissions from
          benzene storage tanks at 143 existing petroleum refineries,
          chemical plants, and bulk storage terminals.

0.2  SUMMARY AND OVERVIEW OF HEALTH EFFECTS

D.2.1  Health Effects Associated with Benzene Exposure

     A large number of occupational studies over the past 50 years have

provided evidence of severe health effects in humans from prolonged
                                 D-3

-------
inhalation exposure to benzene.  Some 300 studies  of the health effects
of benzene have recently been reviewed and analyzed -'n terms of application
to low-level ambient benzene exposures that might occur in a population
residing near a source of benzene emissions.
     The reviewers concluded that benzene exposure by inhalation is
strongly implicated in three pathological conditions.that may be of
public health concern at environmental exposure levels:
     •    Leukemia (a cancer of the blood-forming system),
     •    Cytopenia (decreased levels of one or more of the formed
          elements in the circulating blood), and
     •    Chromosomal aberrations.
     Leukemia is a neoplastic proliferation and accumulation of white
blood cells in blood and bone marrow.  The four main types are acute and
chronic myelogenous leukemia and acute and chronic lymphocytic leukemia.
The causal relationship between benzene exposure and acute myelogenous
leukemia and its variants in humans appears established beyond reasonable
doubt.1
     The term "pancytopenia" refers to diminution of all formed elements
of the blood and includes the individual cytopenias:  anemia, leukopenia,
thrombocytopenia, and aplastic anemia.  In mild cases, symptoms of pancyto-
penia are such nonspecific complaints as lassitude, dizziness, malaise,
and shortness of breath.  In severe cases, hemorrhage may be observed,
and death may occasionally occur because of hemorrhage or massive infection.
Patients with pancytopenia may subsequently develop fatal, acute leukemia.
     Chromosomal aberrations include chromosome breakage and rearrangement
and the presence of abnormal cells.  These aberrations may continue for
long periods in hematopoietic and lymphoid cells.  Ample evidence exists
that benzene causes chromosomal aberrations in somatic cells of animals
                              o
and humans exposed to benzene.   The health significance of these aberra-
tions is not fully understood.  However, aberrant cells have been observed
in individuals exposed to benzene who have later developed leukemia.
Some types of chromosomal aberrations may be heritable.   Quantitative
estimates of heritable genetic damage due to benzene cannot be made from
                                 D-4

-------
 data on the frequency of somatic mutations,  although this damage may be
 occurring at concentrations as  low as  1 ppm  in air.
      The review  concluded that man may be the only  species  yet observed
 to be susceptible to benzene-induced leukemia.   Evidence  for production
 of leukemia in animals by benzene injection  was considered nonconclusive.
 Moreover,  benzene exposure by oral  dosing, skin painting,  or inhalation
 has not been shown to produce leukemia or  any  other  type  of  neoplastic
 diseases in test  animals,  although  other effects,  including  pancytopenia,
 have been  widely  observed.
 D.2.2  Benzene Exposure Limits
      It should be noted that where  the health  effects described above
 have been  associated with  benzene exposure,  the exposure  has  been at
 occupational  levels.   That is,  the  benzene exposure  levels associated
 with the effects  have been high  (10 ppm up to  hundreds of parts  per
 million of benzene,  except in a  few cases of exposure to 2 to 3  ppm
 benzene) or they  have been unknown.
      Benzene  exposure was  first  associated with  health effects  in occupa-
 tional  settings,  so  initial attempts to  limit benzene exposures were
 aimed at occupational  exposures.  With  recognition of the toxic  effects
 of  benzene  and  its greatly expanded use  after 1920, several occupational
 exposure limits were  established  in the  United  States.3  These  limits,
 originally  in the  range of 75 to  100 ppm, were  successively lowered as
 more  information  on benzene toxicity became  known.
      For example,  the  American Conference of Governmental Industrial
 Hygienists  (ACGIH) recommended a  benzene threshold limit value of 100 ppm
 in  1946, 50 ppra in 1947, 35 ppm in  1948, 25 ppm  in 1949, and 10 ppm in
 1977. '   The National Institute  for Occupational Safety and Health
 (NIOSH)  recommended an exposure limit of 10 ppm  in 1974 and revised it
 downward to 1 ppm  in  1976.5  The current Occupational Safety and Health
 Administration (OSHA) permissible exposure limit is 10 ppm6.
     Occupational exposure  limits were initially established to protect
workers from adverse changes in the blood and blood-forming tissues.   The
most recently recommended  limit of 10 ppm is  based on the conclusion that
benzene is leukemogenic in man (NIOSH  and OSHA7) or  a suspected carcinogen
 in man (ACGIH4).
                                 D-5

-------
     The EPA Administrator announced in the June 8,  1977, Federal  Register
his decision to list benzene as a hazardous air pollutant under Section 112
of the Clean Air Act.  A "hazardous air pollutant" is defined as an "air
pollutant to which no ambient air quality standard is applicable and
which . .  .  may reasonably be anticipated to result in an increase in
mortality or an increase in serious irreversible, or incapacitating
reversible illness."
D.2.3  Health Effects at Environmental Exposure Levels
     Little information is available on the health effects of nonoccupa-
tional exposures of the general populace to benzene.  Virtually all of
                 1 7
the studies cited '  were on the working population (mostly males) exposed
to higher than ambient benzene levels on a work cycle.  Applying these
studies to chronic (24 hours per day) low-level exposure to the general
population (including infants, the ill, and the elderly) requires
extrapolation.
     The recent analysis of benzene health effects  concluded that the
evidence of increased risk of leukemia in humans on exposure to benzene
for various time periods and concentrations was overwhelming but that the
data were not adequate for deriving a dose-response curve.
     However, EPA's Carcinogen Assessment Group (CAG), acknowledging the
absence of a clear dose-response relationship, has estimated the risk of
                                                                   2
leukemia in the general population from low-level benzene exposure.
Data from three epidemiological studies of leukemia in workers (mostly
adult white males) were used to estimate the risk of developing leukemia.
The annual risk factor derived for benzene-induced leukemia was 0.34
deaths per year per 106 ppb-person years of exposure.
     A nonthreshold linear model was used to extrapolate this estimated
risk to the low levels (below 5 to 10 ppb) to which some populations may
be exposed.  For example, if 3 million persons are chronically exposed to
1 ppb benzene, the model predicts there will be 1.02 leukemia deaths (3
x 0.34) per year in that population.  Use of a "linear" model means that
the model would predict the same number of leukemia deaths among 3 million
people exposed to 1 ppb benzene as among 1 million people exposed to
3 ppb.
                                 D-6

-------
     The risk factor (0.34 deaths per year per 106 ppb-person years) was
used in estimating the number of leukemia deaths attributable to benzene
emissions from benzene storage tanks at petroleum refineries, chemical
plants, and bulk storage terminals.   Other effects of benzene exposure
(including deaths from causes other than leukemia) were not included in
the estimated number of deaths.   The risk factor equated one leukemia
case to one death (that is, each case was presumed fatal).
     Several sources of uncertainty exist in applying the risk factor.
First, the retrospective occupational exposure estimates may be inaccurate.
CAG calculated the 95-percent confidence intervals for this risk factor
to be 0.-17 to 0.66 deaths per 106 ppb-person years if exposure estimates
in the three studies extrapolated are precisely correct, and 0.13 to 0.90
if exposure estimates are within a factor of 2.  Second, the composition
of the exposed populations around petroleum refineries, chemical plants,
and bulk storage terminals may vary from that of the populations used as
a basis for the CAG estimate; the risk factor assumes that the suscepti-
bility to leukemia associated with a cohort of white male workers is the
same as that associated with the general population, which includes
women, children, the aged, nonwhites, and the ill.  Third, the true
dose-response relationship for benzene exposure may not be a linear
nonthreshold relationship at the low concentrations to which the general
population may be exposed.  Fourth, the risk factor includes only leukemia
deaths and not other health risks.  No quantitative estimate of the
uncertainty in the risk factor due to the latter three factors has been
attempted.
D.3  POPULATION DENSITY AROUND PETROLEUM REFINERIES, CHEMICAL PLANTS,
     AND BULK STORAGE TERMINALS
     The population "at risk" to benzene exposure was considered to be
persons residing within 20 km of facilities having benzene storage tanks.
There  are 143 such facilities in the United States:  28 large benzene
producers, 34 small benzene producers, 77 benzene-consuming plants, and 4
bulk storage terminals.  These facilities are referred to as "plants" in
the ensuing discussion.  Populations residing within radial distances of
1, 5,  10, and 20 km from each plant were estimated from an existing
                                 D-7

-------
                8                                      ?
population file.   This file consists of a grid of I-km  cells covering
the continental United States, each with an assigned population.  The
population assigned to each cell was the 1975 estimated population,
extrapolated from the 1960 and 1970 populations of the census enumeration
district in which each cell occurs, assuming that the population is
uniformly distributed within each of the 256,000 census enumeration dis-
tricts.  The population around each plant was determined by summing the
populations of all cells occurring in annular areas at radial distances
from the plant center of 0.5 to 1 km, 1 to 5 km, 5 to 10 km, and 10 to
20 km.  The estimated total populations exposed as a function of distance
from the plant site are reported in Reference 8, Table A-4.
     There are some uncertainties in the above method.  First, the
assumption of uniform population distribution, both within enumeration
districts and annular areas, may not be precisely correct.  For urban
areas the assumption is probably reasonably valid, but there is some
uncertainty for rural areas 10 to 20 km from the site.  Another area of
uncertainty is the use of 1960 and 1970 population data.  However, these
are the latest available in the form required.  No attempt was made to
quantify the range of variability in the population figures.
D.4  POPULATION EXPOSURES, MORTALITIES, AND RISKS
D.4.1  Summary of Methodology for Calculating Deaths
     The locations, descriptions, and capacities of all 143 U.S. plants
known to have benzene storage tanks were compiled.  Using these data as
discussed in Chapter 3, four basic "model" plants were then developed to
characterize the benzene storage facilities of large benzene producers,
small benzene producers, benzene consumers, and bulk storage terminals.
The model plants contain seven, four, two, and two benzene storage tanks,
respectively, of various sizes.  The benzene emissions rates from the
various storage tanks were then estimated for the baseline using the
available data.  Each of the 143 existing plants was assigned the model
most resembling it.  All model plants were assumed to be located along
the Texas-Louisiana Gu=lf Coast.
     The omnidirectional annual average benzene concentrations (i.e., the
concentrations estimated assuming that the wind blows equally from all
                                 D-8

-------
directions) in ambient air resulting from benzene storage tank emissions
were determined to a distance of 20 km from each model plant, according
                                                                      9
to the Industrial Source Complex (ISC) dispersion model, rural mode 1.
Lake Charles, Louisiana, meteorological data for the 1973-1976 period
were used in the dispersion model.   This period was considered
representative of dispersion conditions in the areas where the majority
of benzene plants are located.
     The population around each actual plant location was then correlated
with its modeled benzene concentrations to yield a benzene dose to that
population in ppb-person years.  The methods for determining populations
are described in Section D.3 of this appendix.
                                                                  2
     From health effects data, the EPA Carcinogen Assessment Group
derived a leukemia risk estimate of 0.34 deaths per year per 10  ppb-
person years from exposure to benzene.  The methodology for estimating
the leukemia risk factor is described in Section D.2.3 of this appendix.
     The leukemia deaths per year attributable to exposure to benzene
emissions from benzene storage tanks were estimated by multiplying
0.34 x 10~6 deaths per year per ppb-person year exposure times the expo-
sure in "ppb-person years," as described in Section D.4.2.  The leukemia
deaths so calculated are summarized in Table D-l for each plant, with a
total for all plants of 0.31  deaths per year.
D.4.2  Estimates of Leukemia  Deaths
     The general equation  for estimating the number of  leukemia deaths
attributable to  benzene emissions from a particular plant (e.g., Plant X)
   8
 ISIi
    Dx =
 where,
  10-20                                h,~     h+?
    I       (R)(l/3.2) (2)(7t)(p1)(a)(D1D** -  D^ ^)/(b+2)  ,      (1)
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         (1/3.2)


         a and b
               i =
     D.  and D.  = distances from plant to outer edge (D. ) and inner

                   edge (D. ) of area i (e.g., for the area 5-10 km from

                   the plant, D.  = lo'km and D^  = 5 km).

                   factor converting ug/m3 to ppb, the units in which R
                   is expressed.

                   values describing the dispersion pattern of benzene in.
                   air around Plant X, according to the equation B. - a D.,
                   in which B. is the benzene concentration at distance D.
                   from the plant.  Values of a and b are unique to each
                   annular area i around each model plant.

                   the particular area in which p. occurs (i progresses
                   from the area 0.5 to 1.0 km from the plant to the area
                   10 to 20 km from the plant).

               I = summation of deaths per year from all areas (i).


     This equation is a mathematically rigorous method for estimating the

exposure to the population within any area between  i, and  i"2 km from

the plant, taking into account that with constant population density (p.)

more people reside near the outer edge of the area than near the inner

edge, and that the benzene concentration (B.) decreases with distance

from the plant.  The equation is derived in Reference 8.

     Values of a and b were calculated for each annular area associated
with each model plant as follows:

                                ln(B1 /B. )

                            b = ln(D, /D. )
                                                                        (2)
                              a = B, /(D, )
                                           b
                                                                        (3)
         B
in which  i-. is the benzene concentration at the inner edge of area i
                   D         B
(i.e., at distance  i-.), and  i'2 is the omnidirectional annual average

benzene concentration at the outer edge of area i (i.e., at distance

 i'2).  B. values for each distance (D.) from each model plant are listed

in Reference 9.
                                 D-18

-------
     Population density (p..) for a particular annular area around a
particular plant is obtained by dividing the total population in that
area (P.) by the area in square kilometers; i.e.:
                            Pi - P,/[n(D,2 - D.2)]
                             i    i     i2    !-,_
                                                                        (4)
     P. values for each plant and annular area are listed in Reference 8.
In summary, for each annular space around a particular plant,  the P.,
D
 '
         D
             values are taken from Reference 8.  B. values at all distances
(D.) are taken from Reference 9.  Values of b, a, and' p.' are calculated
from Equations 2, 3, and 4, respectively, for each annular area.  Then,
using Equation 1, exposures in ug/m3-person years are calculated for each
annular area, divided by 3.2 to convert ug/m3 to ppb, the units in which
R is expressed, and multiplied by R to yield the number of deaths in each
annular area.  These deaths are summed to give D , the annual leukemia
deaths attributable to benzene emissions from Plant X.
     The total estimated number of leukemia deaths per year attributable
to benzene emissions from all plants was determined by the equation:
          Total estimated number _      _
          of leukemia deaths/yr (D.)  = D., +
                                                          D
                                                           143
(5)
     The total numbers of estimated leukemia deaths attributable to
benzene emissions from existing benzene storage tanks are given in the
last column of Table D-l on a pi ant-by-pi ant basis, in deaths per year,
assuming the baseline is effective as discussed in Section 3.3.1.1.  The
number of deaths expected under each of the control options can also be
derived using the same methodology.
D.4.3  Example of Leukemia Death Calculation
     Plant no. 4 from Table D-l was chosen for an example calculation of
the number of leukemia deaths attributable to benzene emissions from
benzene storage tanks.  For a determination of the number of deaths
according to Equation 1, numerical values are needed for R, a, p.,  i,,,
D
 i,, and b.  In turn, for a determination of p. from Equation 4, the
numerical value of P. for each annular area must be known.  For a
                                 D-19

-------
determination of b and a from Equation 2 and Equation 3, respectively,
                    B       B
numerical values of  i., and  i'2 must be known for eac!i distance.
     Calculations are shown in Table D-2.  The valuer; in the first three
lines of Table D-2 are common to all plants.  They show the distances at
which concentrations and populations were measured and the risk factor
(R).  Line 4 shows the population (P.) in each annular ring, obtained
from Table A-4, Reference 8, for Plant 4.
     Lines 5 and 6 show the benzene concentrations at various distances
from the plant for the applicable model.  These are found as follows:
Table A-l, Reference 8, indicates that the "large producer" model plant
applies to Plant no. 4.  Table B-l, Reference 9, indicates the omnidirec-
tional annual average benzene concentrations by distance for this model.
Note that concentrations for 1, 5, and 10 km from the plant apply to the
            B                                    B
outer edge ( i^) of one ring and the inner edge ( i-,) of the adjacent
ring.
     Lines 7 through 11 show the calculations.  These are shown below for
the outer ring.  From Equation 4:

                 !* - Di)] = 287,456/D*(202 - 102)] = 305.0
From Equation 2:

     b = ln(Bi2/Bi1)/ln(Di2/Di1) = ln(0. 0342/0. 0903)/ln(20/10) = -1.401
From Equation 3:
       = Bi2/(Di2) * 0.0342/C20)"1'
-1.401 _
All the values needed for using Equation 1 are now available, so:

Deaths for 10- to 20-km ring 01Q_20 =  (R/3.2)2np.a(Dl£*2 - Di|j+2)/(b+2)  ,

D10_20 = (0.34 x 10~6/3.2)2n(305.0)(2.27)(200-599 - 10°'599)/0.599, and
D1Q_20 = 0.001580
                                 D-20

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-------
     The same calculations are made for  ranges 0.1 to 1  km, 1 to 5 km,
and 5 to 10  km, but there is one modification.  In the calculation of
population density (pQ ^_^ and number of deaths (DQ j^), Di;L is 0.5 km
(not 0.1 km) because the population is assumed to reside in the area 0.5
to 1 km from the plant.  In the calculation of b and a,  i, = 0.1 km.
     The total annual leukemia deaths for the plant (D )_are the sum of
                                                      J\
the deaths for each ring; i.e.:
Deaths for Plant 4 (D"4) = I(DQ l_I +
D
                                                  5_1Q + D10_2Q)
     D~4 = 0.000240 + 0.001365 + 0.001058 + 0.001580

     D^ = 0.004243 deaths/yr

     Deaths attributable to benzene emissions from any of the 143 plants
may be calculated in the same manner.
D.4.4 .Estimate of Leukemia Risk
     The estimated leukemia deaths shown in Table D-l are. based on estimates
of omnidirectional annual average benzene concentrations around benzene
storage tanks.  Because atmospheric dispersion patterns are not uniform,
some population groups will receive above-average benzene exposures and
will, therefore, incur a higher risk (or probability) of developing
leukemia.
     Maximum annual benzene concentrations were estimated as follows:
For each model plant, the benzene storage tanks were assumed to be in a
straight line parallel to the most prevalent wind direction, in order to
maximize calculated annual average concentrations.  The most prevalent
wind direction in Lake Charles is south and north; thus, the storage
tanks in each model plant were placed in a straight north-south line to
maximize the combined effect of tank emissions on ambient air benzene
concentrations.
     Maximum annual risk is the estimated probability that a person who is
constantly exposed to the highest maximum annual average benzene concentra-
tion in the ambient air around a particular source for 1 year will develop
leukemia because of exposure to benzene emissions from that source.
Maximum lifetime risk is estimated by multiplying the maximum annual risk
by 70 years.
                                 D-22

-------
     D.4.4. 1  Example of Leukemia Risk Calculation.   The maximum lifetime
risk of leukemia was calculated for a person, who was assumed to reside
at the point of highest maximum annual average benzene concentration
outside the model plant with the greatest benzene emissions from benzene
storage tanks.   The maximum risk of leukemia associated with these emissions
is calculated as follows:
     First, the highest maximum annual average (MAA) benzene concentration
associated with benzene storage tank emissions from any of the model
plants is selected from Table 8 in Reference 9.  This concentration, 16.8
|jg/m3, occurs 0.1 km from the plant boundary of the "large benzene producer"
model plant.  This model plant has a benzene production capacity of 224.6
x 106 liters/yr (Table 3-2).
     Second, the benzene producer with the largest existing capacity is
selected from Table 7-7.  This producer, which is listed as Plant no.  4
in Table D-l, has a capacity of 700 x 106 liters/yr (185 x 106 gal/yr).
The benzene concentration (16.8 ng/m3) based on the model plant capacity
of 224.6 x 106 liters/yr was scaled up proportionately to the existing
plant capacity of 700 x 106 liter/yr; i.e.:

Actual MAA benzene cone. = (model benzene cone.) .<«%;] plant cgality') •

Actual MAA benzene cone. = (16.8)(700 x 106/224.6 x 106), or
Actual MAA benzene cone. =52.4 ug/ms.
     This figure is converted from pg/m3 to ppb by dividing by 3.2:
     Maximum annual average benzene concentration = 52.4/3.2 = 16.4 ppb.
     The result, 16.4 ppb, indicates that the person most exposed to
benzene from any of the 143 plants, assuming he or she resides 0.1 km
from the boundary of Model plant 4, receives an exposure of 16.4 ppb
                                                                         2
continuously, or for 1 person-year annually.  By applying the risk factor
of 0.34 x 10   deaths per year per ppb-person year to this exposure, the
annual risk can be calculated, viz:
     Hsk    Semia  = (0'34 X 10"6 deaths Per year/ppb-person year) x
     risk of leukemia    (15.4 ppb-person years), or
                                 D-23

-------
     Maximum annual               -6
     risk of leukemia  = 5.58 x 10  .
     Because lifetime risk is expressed as a probability to one person of
dying of leukemia, the units have been deleted for convenience.   Techni-
cally, the number represents deaths per year for one person.   The lifetime
risk of leukemia, assuming a 70-year lifespan, is simply 70 times the
annual risk, or:
     Maximum lifetime  = (5 5g x 10-6)(70) = 3 9 x 1Q-4
     risk of leukemia    v           yv
The risk associated with the emissions from any specific plant or model
plant may be calculated in the same manner.
D.4.5  Validity of Estimates
     Several uncertainties exist in the estimated number of leukemia
deaths and the maximum leukemia risk.  Primary sources of uncertainty are
listed below:
     •    Risk factor (R),
     •    Populations at risk,
     •    Estimated benzene concentrations around plants, and
     o    Benzene exposure calculations.
     Uncertainties in the risk factor (R) are discussed in Section D.2.3,
and uncertainties in populations "at risk" (P.) are discussed in Section D.3.
The other factors are discussed below.
     D.4.5.1  Estimated Benzene Concentrations.  The estimated benzene
concentrations are derived from several factors which follow:
     •    Configuration of the model plant,
     •    Emission rates from the model plant, and
     •    Dispersion patterns of the emissions.
     Uncertainties associated with these factors could not be quantified,
but their qualitative effects on the estimated number of leukemia deaths
are discussed below.
     The configuration of the model plants assume from two to seven
benzene storage tanks in a north-south  line, with a center-to-center
spacing of 183 meters.  Current benzene emission rates from various type
                                 D-24

-------
and size storage tanks were estimated and uniform emission rates assumed.
Four emission models were used, and each model was matched with an actual
plant.  No corrections were made for differences between actual and model
plant capacities (except in calculating maximum leukemia risk).
     Several sources of uncertainty occur in the dispersion model.
First, it is unlikely that any plant duplicates its corresponding model
plant precisely, so uncertainties due both to differences in actual and
model plant capacities and to assumed locations of tanks within plant
boundaries may be expected.  Second, the model used 1973-1976 weather
data from Lake Charles (a near coastal city) to project dispersion patterns
for all existing plants, and did not incorporate the effects of terrain.
Thus, when.applied to hilly, inland areas, the model may introduce
inaccuracies.  Third, the model assumes there is no loss of benzene from
atmospheric reactions or ground level absorption.  If such losses occur,
the actual concentration of benzene will be less than the estimated
values.
     A final source of uncertainty is that the model measures benzene
                                                   2
dispersion only to 20 km.  If the linear risk model  is accurate, expo-
sures at distances greater than 20 km, however small, may be important.
If such exposures occur, the estimated number of deaths would be higher
than estimated here.
     It is estimated that benzene concentrations predicted by the disper-
                                                Q
sion model are accurate to within a factor of 2,  barring large inaccur-
acies in estimated benzene emission rates.
     0.4.5.2  Benzene Exposure Calculations.  Benzene exposure calculations
assume that persons at specific locations are exposed 100 percent of the
time to the benzene concentrations estimated to occur at each location.
The assumption of continuous exposure to residents introduces some uncer-
tainty, both in estimated number of leukemia deaths and in maximum leukemia
risk.  No  numerical estimates of potential variation are available.
Furthermore, the maximum lifetime risk assumes that a particular plant
operates at  full capacity  for 70 years.  There is necessarily a discrepancy
between the methods used to measure distance from the plant for benzene
concentrations and  for populations.   Benzene concentrations at the 0.1  km
                                  D-25

-------
distance are measured from the plant boundary.   This discrepancy introduces
some imprecision (<2 percent) in the "ppb-person years" benzene exposure
calculations used to estimate the number of leukemia deaths.   The maximum
lifetime risk estimate is not affected.
                                 D-26

-------
D.5  REFERENCES FOR APPENDIX D

1.    U.S. Environmental Protection Agency.  Assessment of Health Effects of
     Benzene Germane to Low Level Exposure.  EPA-600/1-78-061.  September
     1978.

2.    U.S. Environmental Protection Agency.  Carcinogen Assessment Group
     (R.  Albert, Chairman).  Population Risk to Ambient Benzene Exposures.
     January 1980.

3.    National Institute for Occupational Safety and Health.  Criteria for a
     Recommended Standard—Occupational Exposure to Benzene.  HEW Publica-
     tion Number (NIOSH)74-137.  1974.

4.    American Conference of Governmental Industrial Hygienists.  Threshold
     Limit Values for Chemical Substances and Physical Agents in the Work-
     room Environment with Intended Changes for 1977.  1977.

5.    National Institute for Occupational Safety and Health.  Revised Recom-
     mendation for an Occupational Exposure Standard for Benzene.  August
     1976.

6.    Occupational Safety and Health Administration.  Occupational Safety
     and Health Standards, 29 CFR 1910.1000, Table Z-2.  Publication 2206.
     1976.

7.    42 FR 27452.  May 27, 1977.

8.    Suta, B. E.  Assessment of Human Exposures to Atmospheric Benzene from
     Benzene Storage Tanks.  SRI International, Center for  Resource and
     Environmental Systems Studies Report No. 119.  August  12, 1980.

9.    H. E.  Cramer Co., Inc.  Calculated Air Quality Impact  of Emissions
     from Benzene Storage Facilities.  Prepared for the U.S. Environmental
     Protection Agency.  Report No. TR-80-141-04.  Salt Lake City, Utah.
     July 1980.
                                 D-27

-------

-------
                                   TECHNICAL REPORT DATA
                            (Please read Instructions on the reverse before completing)
1. REPORT NO.
  EPA-450/3-78-034a
                              2.
                                                            3. RECIPIENT'S ACCESSION NO.
4. TITLE AND SUBTITLE
  Benzene Emissions  from Benzene Storage  Tanks •
  Background Information for Proposed Standards
                                                            5. REPORT DATE
                                                             December 1980
                                 6. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)
                                                            8. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS

  Office of Air Quality  Planning and Standards
  Environmental Protection Agency
  Research Triangle Park,  North Carolina  27711
                                                            1O. PROGRAM ELEMENT NO.
                                  11. CONTRACT/GRANT NO.

                                    68-02-3063
12. SPONSORING_ AGENCY NAME AND ADDRESS
  DAA for Air Quality  Planning and Standards
  Office of Air, Noise,  and  Radiation
  U.  S.  Environmental  Protection Agency
  Research Triangle Park,  North Carolina  27711
                                  13. TYPE OF REPORT AND PERIOD COVERED
                                    Draft
                                  14. SPONSORING AGENCY CODE


                                    EPA/200/04
15. SUPPLEMENTARY NOTES
16. ABSTRACT
  Standards of Performance for the control of emissions from benzene  storage tanks
  are being proposed  under the authority of  Section 112 of the Clean  Air Act.  These
  standards would apply to all new and existing storage tanks having  a  capacity of
  4 cubic meters or larger, which are to be  used for the storage of pure benzene.
  Existing sources will  have to comply with  the standard within 90 days of its
  effective date, unless a waiver of compliance is secured from the Administrator.
  This document contains background information and environmental and economic
  impact assessments  of the regulatory alternatives considered in developing the
  proposed standards.
17.
                                KEY WORDS AND DOCUMENT ANALYSIS
                  DESCRIPTORS
                                              b.lDENTIFIERS/OPEN ENDED TERMS
                                               c.  COSATI Field/Group
Air pollution
Pollution control
Carcinogenic
Benzene storage tanks
Contact floating roofs
Petroleum refineries
Chemical  manuf. plants
Equipment  standard
Volatile Organic
  Compounds
National Emissions
  Standards  for
  Hazardous  Air
  Pollutants
Air Pollution  Control
13 B
18. DISTRIBUTION STATEMENT

  Unlimited
                    19. SECURITY CLASS (ThisReport)
                      Unclassified
                         21. NO. OF PAGES
                            277
                                               2O. SECURITY CLASS (Thispage)
                                                Unclassified
                                                                          22. PRICE
EPA Form 2220-1 (Rev. 4-77)   PREVIOUS EDITION is OBSOLETE

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