United States        Office of
          Environmental Protection     Solid Waste
          Agency          Washington, D.C. 20460
          	~* 7C
          Solid Waste
>EPA     Background Documen
          Second Third Wastes To
          Support 40 CFR Part 268
          Land Disposal Restrictions

          Final Rule

          Second Third Waste Volumes,
          Characteristics, and Required and
          Available Treatment Capacity

          Volume II

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                                                                     c
             BACKGROUND DOCUMENT
                     FOR
    SECOND THIRD WASTES TO SUPPORT 40 CFR
     PART 268 LAND DISPOSAL RESTRICTIONS

                  FINAL  RULE

 SECOND THIRD WASTE VOLUMES, CHARACTERISTICS,
AND REQUIRED AND AVAILABLE TREATMENT CAPACITY

                  Volume II
     U.S.  Environmental  Protection Agency
            Office of Solid Waste
              401  M  Street,  S.W.
           Washington, D.C.  20460
                 June  8,  1989

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                             TABLE OF CONTENTS


Section                                                           Page No.

Volume I

EXECUTIVE SUMMARY 	  E-l

1.0  INTRODUCTION 	"	  1-1

     1.1  Legal Background 	  1-1
          1.1,1  General Requirements Under HSWA 	  1-1
          1.1.2  Schedule for Developing Restrictions 	  1-1
          1.1.3  Variance from the Schedule 	  1-3
     1.2  Summary of Previous Land Disposal Restrictions 	  1-4
          1.2.1  Solvents and Dioxins 	  1-4
          1.2.2  California List 	  1-6
          1.2.3  First Third Wastes	  1-8
          1.2.4  Underground Injected Wastes 	  1-9
     1.3  Introduction to the Second Thirds Final Rule 	  1-12
          1.3.1  Summary of the Second Thirds Proposed Rule 	  1-12
          1.3.2  Response to Major Capacity Related Comments
                 on the Second Thirds Proposed Rule 	  1-18
          1.3.3  Major Revisions to the Second Thirds Final Rule  .  1-20

2.0  CAPACITY ANALYSES RESULTS 	  2-1

     2.1  General Methodology 	  2-1
          2.1.1  Data Set Development 	  2-1
          2.1.2  Capacity Analysis Methodology	  2-10
     2.2  Results 	  2-15
          2.2.1  All RCRA Wastes 	  2-15
          2.2.2  Solvents 	  2-18
          2.2.3  NonSolvent RCRA Wastes Containing
                 Halogenated Organic Compounds (HOCs) 	  2-22
          2.2.4  First Third Wastes 	  2-26
          2.2.5  Underground Injected Sol vent Wastes	  2-35
          2.2.6  Underground Injected California List Wastes	  2-38
          2.2.7  Underground Injected First Third Wastes	  2-41
          2.2.8  Determination of Available Capacity for Second
                 Third Final Rule	  2-46
          2.2.9  Second Third Promulgated Wastes	  2-50
          2.2.10 Waste Code-Specific Capacity Analyses for
                 Second Third Promulgated Wastes (Nonsoils) 	  2-67
          2.2.11 Contaminated Soils 	  2-133
                                     n

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                       TABLE OF CONTENTS (continued)
3.0  CAPACITY ANALYSIS METHODOLOGY.
Page No,

  3-1
     3.1  Determination of Required Treatment Capacity 	   3-1
          3.1.1  Waste Volumes Affected	   3-1
          3.1.2  Treatability Analysis	   3-6
     3.2  Determination of Available Treatment Capacity 	   3-13
          3.2.1  Determination of Combustion Capacity 	   3-14
          3.2.2  Determination of Other Treatment
                 System Capacities 	   3-19
          3.2.3  Development of the Treatment Capacity
                 Data Set and Results 	   3-36
     3.3  Capacity Analysis (Comparison of Required and
           and Available Treatment Capacity)	   3-42
4.0  BIBLIOGRAPHY
  4-1
Volume II

APPENDICES

Appendix A - F006 Analysis in Support of the Second Third
             Final Rule 	 A-l
Appendix B - Reanalysis of Sludge Combustion Capacity
             Requirements for Wastewater Treatment Sludges
             at DuPont's Chambers Works Facility 	 B-l
Appendix C - Raw Data Used for Capacity Analysis 	  C-l
Appendix D - Capacity Analysis for Second Third Promulgated
             Wastes 	 D-l
Appendix E - Waste Volume and Characterization Data for
             Underground Injected K009 and K010 Waste Used
             to Support the Second Third Final Rule 	 E-l
Appendix F - Capacity Analysis for Contaminated Soil Wastes 	  F-l
Appendix G - Alternative Treatment/Recovery Technology Groups ....  G-l
Appendix H - Alternative Treatment/Recovery Technologies 	  H-l
                                    m

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         APPENDIX  A

F006 Analysis in Support of
the Second Third Final Rule

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                                 APPENDIX  A

                             TABLE OF CONTENTS

                                                                Page No.

1.    INTRODUCTION 	    A-1

     1.1   Background 	    A-l

2.    DATA SOURCES 	    A-2

     2.1   TSDR Survey 	    A-2
     2.2   Generator Survey 	    A-3
     2.3   Data from Public Comments 	    A-4

3.    RESULTS 	    A-5

     3.1   TSDR Survey 	    A-5
     3.2   Generator Survey 	    A-5
     3.3   Data from Publ i c Comments 	    A-10

4.    CONCLUSIONS 	    A-12

Attachment A-l
Attachment A-2
Attachment A-3
                               LIST  OF  TABLES
Table A-l  Analysis of F006 Generation at RCRA-Permitted
           and Interim Status Facilities 	    A-6

Table A-2  Summary Information for Generator Facilities of F006
           Exceeding the Revised Cyanide Standards With Only
           Exempt Hazardous Waste Treatment Onsite 	    A-9

Table A-3  Summary of Information for Those TSDR Facilities
           Generating F006 Exceeding the Revised Cyanide
           Standards 	    A-11

Table A-4  Summary of Cyanide Concentration Data Supporting
           the F006 Analysis 	    A-13

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                              1.   INTRODUCTION

1.1      Background
    For the Second Third proposed rule, EPA proposed treatment standards
for cyanides in F006 nonwastewaters.  The treatment standards were based
on the performance of wet air oxidation or alkaline chlorination followed
by chemical precipitation, settling, and filtration.  EPA received many
public comments indicating that the proposed cyanide treatment standards
for F006 nonwastewaters were not achievable.  New performance data on the
pretreatment of cyanides by alkaline chlorination also became available
to EPA after the original proposal of the rule, and the Agency has
evaluated those data.  Based on this evaluation, EPA has significantly
raised the F006 cyanide treatment standards for the Second Third final
rule (from 110 mg/kg total cyanides and 0.064 mg/kg amenable cyanides to
590 mg/kg total cyanides and 30 mg/kg amenable cyanides).  The cyanide
treatment standards to be promulgated are based on the performance of
alkaline chlorination followed by chemical precipitation, settling, and
filtration.
    Many commenters also disputed EPA's belief that F006 wastes did not
contain cyanide levels above the treatment standards because they were
being pretreated for cyanides and therefore would not require commercial
cyanide treatment capacity.
    In response to comments on capacity requirements for cyanide
treatment, EPA performed an analysis to estimate the volume of generated
F006 wastes that may exceed the promulgated cyanide treatment standards
and therefore require treatment for cyanides.  EPA relied on two major
                                    A-l

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data sources for this analysis:  (1) the National Survey of Hazardous
Waste Treatment, Storage, Disposal, and Recycling Facilities (the TSDR
Survey), upon which capacity and volume determinations for the land
disposal restrictions are now based, and (2) the National Survey of
Hazardous Waste Generators (the Generator Survey), a new and
comprehensive source of detailed waste characterization data that is now
available on a limited basis.  EPA also evaluated data submitted by
several commenters on cyanide concentrations in F006 waste streams.
    Section 2 of this Appendix presents a more detailed discussion of the
data sources used and the approach taken in evaluating the available data
in order to quantify the volumes of generated F006 that may exceed the
revised cyanide treatment standards.  Section 3 presents discussions and
data tables on the results of the analysis.  Section 4 presents the
conclusions.

                              2.  DATA  SOURCES

2.1      TSDR Survey
    The TSDR Survey was designed as a census of RCRA-permitted and
interim status treatment, disposal, and recycling facilities, with no
weighting factors for statistical analyses to project national  capacity
estimates.  The survey also included a sample of storage-only
facilities.  The responses to the survey have undergone extensive
technical review and QA/QC, thus providing a comprehensive source of data
on land disposed waste volumes and treatment, recovery, and disposal
capacity.

                                    A-2

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    EPA screened the TSDR Survey capacity data base to identify the
facilities that generated F006 and those that also had alkaline chlori-
nation or another cyanide treatment onsite.  It was assumed that these
facilities were treating or were able to treat their cyanide wastes
onsite to meet the cyanide standards and would not need commercial
cyanide treatment capacity.  The TSDR Surveys for the remaining TSDR
facilities identified as generating F006 were evaluated to determine
which ones generate noncyanide F006 wastes (e.g., facilities that perform
chrome electroplating and therefore do not use cyanide in their
process).  The F006 waste streams from these facilities were assumed not
to require commercial cyanide treatment capacity.
    As a worst-case scenario, EPA assumed that the remaining F006 waste
streams (cyanide-bearing F006 wastes generated at TSDR facilities that
did not have onsite cyanide treatment) have cyanide concentrations above
the revised treatment standards.
2.2      Generator Survey
    EPA recently conducted the National Survey of Hazardous Waste
Generators (the Generator Survey).  The Generator Survey was designed to
gather data on waste generators and exempt hazardous waste treatment
capacity, and it includes detailed waste characterization data.  Although
the majority of these data are not yet available, EPA used a subset of
the data to evaluate the amount of treatment capacity required by
electroplating wastes, i.e., F006 waste streams.
    Data available for the F006 analysis included about 550 Generator
Surveys from facilities not having a RCRA permit or interim status but
with exempt hazardous waste treatment capacity onsite (non-TSDRs).  This

                                    A-3         •

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limited subset of Generator Surveys was screened to identify facilities
that reported generating F006 waste streams.  Data were then gathered on
the volumes and characteristics of each F006 waste stream, including the
reported cyanide concentrations.  The reported cyanide concentrations
were assumed to be total cyanides.
    The Agency also reviewed waste characterization data from the
Generator Survey for about 950 TSDR facilities with land disposal or
commercial treatment/recovery operations.  The data were screened to
quantify the volumes and characteristics of each generated F006 waste
stream, including the reported cyanide concentrations.  The reported
cyanide concentrations were assumed to be total cyanides.
2.3      Data from Public Comments
    In the public comments for the Second Third proposed rule, the Agency
received data from two commenters on cyanide concentrations in F006 waste
streams.  The data supplied by one commenter, the National Association of
Metal  Finishers, included data from PDC Laboratories, Inc., on the total
cyanide concentrations in 88 F006 waste stream samples from a variety of
generators.
    The other commenter, United Technologies (Pratt & Whitney), supplied
total  and amenable cyanide concentration data on samples from F006 wastes
generated at two of its facilities.
                                    A-4

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                                3.  RESULTS

3.1      TSDR Survey
    The analysis of TSDR Survey data showed that 104 million gallons of
F006 were generated in 1986 at 358 TSDR facilities.  (This volume does
not include F006 wastes generated at facilities not having a RCRA permit
or interim status, i.e., non-TSDRs.)  Of this 104 million gallons,
72 million gallons (69 percent) were generated at facilities that have
onsite cyanide treatment and therefore were assumed to be treating or
able to treat their wastes to meet the cyanide standards, and 28 million
gallons (27 percent) did not contain cyanides.  Only 4 million gallons (4
percent) of F006 wastes were generated at these facilities that may, as a
worst-case scenario, contain cyanide concentrations above the revised
treatment standards.  A summary of the F006 analysis conducted using the
TSDR Survey capacity data base is presented in Table A-l.
3.2      Generator Survey
    Review of the subset of 550 Generator Surveys from non-TSDR facilities
resulted in the identification of 184 facilities generating F006 waste
streams.  The total volume of F006 waste streams generated at these
facilities in 1986 was 14 million gallons.  Of this 14 million gallons,
12.7 million gallons (91 percent) were reported as not containing
cyanides or as having cyanide concentrations below the revised total
cyanide treatment standard; 0.5 million gallons (less than 4 percent)
were reported as being of unknown cyanide content; 0.5 million gallons
(less than 4 percent) were reported to contafn cyanides, but at unknown
                                    A-5

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5758s
                   Table A-l  Analysis of F006 Generation at RCRA-Permitted
                                 and Interim Status  Facilities


Category
Facilities with
onsite cyanide
treatment
Percent of
Number of total no. of
facilities facilities
142 40


Generated
volume
(million gallons)
72


Percent
of total
generated
69


Facilities generating           114              32                   28                27
  noncyanide F006

Facilities generating           102              28                   44
  F006 with cyanide
  concentrations that
  may be above the
  revised treatment
  standards                     	             ___                 __               ___

  TOTAL                         358             100                 104               100
Source:  TSOR Survey.
                                              A-6

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concentrations; and 0.2 million gallons (1.4 percent) were reported to
have cyanide concentrations above the revised total cyanide treatment
standard.
    The generators of the four waste streams included in the 0.2 million
gallons of 'F006 reported to have cyanide concentrations above the revised
total cyanide treatment standard were contacted for information on their
F006 waste streams.  One facility had ceased all cyanide plating
operations (and F006 generation) in January 1989 because of the
requirements of the First Third final rule.  The other three facilities
specifically mentioned the presence of ferrocyanide complexes in their
F006 waste streams as the reason for the high cyanide concentrations.
    Based on information in the Generator Survey for non-TSDR facilities,
it is estimated that only 0.8 million gallons (6 percent) of the F006
waste generated at these facilities may have cyanide concentrations above
the revised treatment standards.  This percentage is taken from the
volume of F006 waste streams reported to contain cyanides, but at an
unknown concentration, and from the F006 waste streams reported to have
cyanide concentrations above the revised treatment standards.  The
percentage of F006 wastes for which it was reported that the cyanide
content was unknown was assumed not to have cyanide concentrations above
the revised treatment standards.  It is believed that if these waste
streams had cyanide concentrations above the standard, the generators
would at least know that cyanides were present.  Summary information for
those non-TSDR generator facilities with F006 wastes exceeding the
                                    A-7

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revised cyanide standards is presented in Table A-2.  Additional data for
all  non-TSDR facilities evaluated as part of this analysis are contained
in Attachment A-l.
    From the Generator Survey data for the subset of TSDR facilities, 138
facilities generating F006 waste streams were identified.  The volume of
F006 waste streams  generated at these facilities in 1986 was
approximately 82 million gallons.  Of the 82 million gallons generated in
1986, 76 million gallons (93 percent) were reported as not containing
cyanides or as having cyanide concentrations below the revised total
cyanide treatment standard; 6 million gallons (7 percent) were reported
as being of unknown cyanide content; less than 0.6 million gallons (less
than 1 percent) were reported to contain cyanides, but at an unknown
concentration; and  0.1 million gallons (less than 1 percent) were
reported to have cyanide concentrations above the revised total cyanide
treatment standard.
    Based on these  data, it is estimated that less than 0.7 million
gallons (less than  1 percent) of the F006 waste generated at these
facilities may contain cyanide concentrations above the revised treatment
standards.  This percentage is taken from the volume of F006 waste
streams reported to contain cyanides, but at unknown concentrations, and
from the F006 waste streams reported to have cyanide concentrations above
the revised treatment standards.  The percentage of F006 wastes for which
it was reported that the cyanide content was unknown was assumed not to
have cyanide concentrations above the revised treatment standards.  It is
believed that'if these waste streams had cyanide concentrations above the
                                    A-8

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5758s
                        Table A-2   Sumnary  Information for Generators of F006 Exceeding
                                    the Revised Cyanide Standards with Only
                                    Exempt  Hazardous Waste Treatment Onsite



Facility name
Amercord



Volume
EPA ID number generated
GAD008966400 782 T
(187,680 g)
Reported
cyanide
concentration
(ppm) Comment
10,000 Waste reported to contain
ferrocyanide complexes;
                                                                               facility has alkaline
                                                                               chlorination onsite
American Plating
PAD990752099
182 T
(43,680 g)
  <1,000        Waste reported to contain
                ferrocyanide complexes;
                facility has alkaline
                chlorination onsite
LRC Electronics
NYD002204543      32 T
                  (7.680 g)
                       <1,000        Waste reported to contain
                                     ferrocyanide complexes,
                                     facility has alkaline
                                     chlorination onsite
Shakerproof Oiv.        KYD990876252      41 T                1,000-5.000
  of Illinois Tool                        (9,840 g)

Ajax Stamping & Mfg.    PA0002346088      550 T                Unknown*
                                          (132,000 g)
                                                       Facility stopped generating
                                                       F006 in January 1989

                                                       Waste reported to be shipped
                                                       offsite; facility has
                                                       alkaline chlorination onsite
Perko Inc.
FLD004117077      300 T
                  (72,000 g)
                     Unknown*        Waste reported to be shipped
                                     offsite;  facility has
                                     alkaline  chlorination onsite
GE, Somersworth
NHD001091073      158 T
                  (37.920 g)
                     Unknown*        Waste reported to be shipped
                                     offsite;  facility has
                                     alkaline  chlorination onsite
Waterbury
  Companies, Inc.
CTD001165695
131 T
(31,400 g)
Unknown*        Waste reported to be shipped
                offsite; facility has cyanide
                oxidation onsite
Sheller-Globe Corp.     IND006066377
                  1.064 T              Unknown*        Waste reported to be shipped
                  (255.360 g)                          offsite;  facility has
                                                       electrochemical cyanide
                                                       oxidation onsite
                           TOTAL
                  3.240 T
                  (0.8 Mgal)
Source:  Generator Survey - sample of approximately 550 surveys from generator facilities with only exempt
         capacity onsite, i.e., non-TSDRs.
* Facilities reported that these waste streams contain cyanides, but at an unknown concentration.
T = tons     g = gallons     Mgal = million gallons
                                                      A-9

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standard, the generators would at least know that cyanides were present.
Summary information for those TSDR facilities generating F006 wastes
exceeding the revised cyanide standards is presented in Table A-3.
Additional data for all the TSDR facilities generating F006 wastes that
were evaluated as part of this analysis are contained in Attachment A-2.
    The combined results of the two Generator Survey analyses identified
322 facilities generating F006.  The total volume of F006 waste streams
generated at the facilities in 1986 was 96 million gallons.  Of this
96 million gallons, 89 million gallons (93 percent) were reported as not
containing cyanides or as having cyanide concentrations below the revised
total cyanide treatment standard; 7 million gallons (7 percent) were
reported either as being of unknown cyanide content, to contain cyanides
at unknown concentrations, or to have cyanide concentrations above the
revised total treatment standard.  However, generators reported that less
than 1.6 percent of the volume of F006 wastes at these facilities have a
cyanide concentration above the treatment standard or had cyanides with
unknown concentration levels.  In addition, several of the facilities
with unknown cyanide concentrations have onsite cyanide treatment.  If it
is assumed that these waste streams would meet the BOAT standard, then
less than 0.7 percent of the F006 wastes from Generator Survey facilities
would require cyanide treatment capacity.
3.3      Data from Public Comments
    Evaluation of the commenter-supplied data shows that, of the 88 waste
streams reported by the National Association of Metal Finishers (data
from PDC Laboratories, Inc.), only 8 waste streams (9 percent) had total
                                   A-10

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5758s
                         Table A-3  Stannary of Information for Those TSDR Facilities
                           Generating F006 Exceeding the Revised Cyanide Standards
Facility EPA
10 number
CTD001 168137
6AD075920801
KYD0449 14356
PAD002344315
TND069080513
WID980704209
CTD0058865072
NYD0013Z5661
PAD002344315
TXD030171979
PAD002346088

Waste
description
"Dry" metal hydroxide
solids not "fixed"
Waste exactly as
described
Waste exactly as
described
Other wastewater
treatment sludge
Waste exactly as
described
Solidified treatment
residue
Waste exactly as
described
Lime sludge with metals/
metal hydroxide sludge
Inorganic solid
Waste exactly as
described
Lime sludge with
metals/metal hydroxide
sludge
TOTAL
Volume Reported cyanide
generated concentration (ppm)
66 T 625
(15,940 g)
94 T 640
(22.560 g)
100 T 5,000
(24,000 g)
15.6 T 698
(3,744 g)
169 T 5.000
(40,560 g)
45 T 630
(10.800 g)
200 T Unknown*
(48,000 g)
110 T Unknown*
(26,400 g)
1,556 T Unknown*
(373,440 g)
2 T Unknown*
(480 g)
550 T Unknown*
(132.000 g)
2,908 T
(0.7 Hgal)
C eminent
Waste sent off site for
stabilization and landfill
Waste underwent onsite alkaline
chlonnation
Waste underwent onsite alkaline
chlorination
Waste sent off site for landfill
Waste underwent onsite alkaline
chlorination
Waste sent off site for landfill
Waste sent offsite for landfill
Waste sent offsite for landfill
Waste sent offsite for landfill;
facility has alkaline
chlorination onsite
Waste sent offsite for landfill
Waste sent offsite for landfill

Source:  Generator Survey - for data for approximately 950 permitted TSDR  facilities.

* These facilities reported that these waste streams contain cyanides,  but at  an  unknown  concentration.
   T = tons
   g = gallons
Mgal = million gallons
                                                      A-ll

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cyanide concentrations above the revised treatment standard.  Waste
stream volume information was not supplied by the commenter.  Upon review
of the data supplied by United Technologies (Pratt & Whitney), the Agency
found that none of the 47 samples for which data were supplied had total
cyanide concentrations above the revised treatment standard, and only 2
out of the 47 samples (4 percent) had amenable cyanide concentrations
above the revised treatment standard.  One sample reported by the
commenter was not considered by the Agency.  This sample was assumed to
be erroneously reported because the amenable cyanide concentration was
greater than the total cyanide concentration.   Waste stream volume
information was not supplied by this commenter.

                              4.  CONCLUSIONS

    A summary of the cyanide concentration data from the Generator Survey
and commenter information used to support the F006 analysis is presented
in Table A-4.  Although only data from a subset of F006 generators have
been evaluated, it is believed that these data establish that only a
small percentage of all  F006 wastes will have cyanide concentrations
above the revised treatment standards (i.e., only a small percentage of a
volume of F006 wastes with cyanides and without cyanides).  If EPA
considered only the volumes of F006 wastes that had cyanides, the percent
of wastes that would exceed the standard would obviously increase.
However, the volume of the land disposed waste includes all F006 wastes
land disposed (i.e., volumes with and without cyanides).  Thus,  the
                                   A-12

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appropriate percentage for determination of the volume of land disposed
waste that would exceed the standard is the percentage of all F006 wastes
that exceed the standards.  The data from the TSDR Survey, Generator
Survey, and commenters consistently indicate that the percentage of all
F006 wastes that may exceed the standard is small, ranging from a low of
about 1 percent to a high of about 10 percent.  As a worst-case scenario,
it is estimated that 10 percent of F006 wastes generated may have cyanide
concentrations above the revised treatment standards.
    For the First Third final rule, EPA estimated that 129 million
gallons per year of land disposed F006 wastes require alternative
treatment.  Using the assumption that the percentage of generated F006
waste that contains cyanide concentrations above the treatment standards
is representative of the percentage of land disposed F006 waste that
contains cyanide concentrations above these standards, the Agency
estimates, as a worst-case scenario, that 10 percent of the 129 million
gallons of F006 waste land disposed, or about 13 million gallons per
year, will require alternative commercial treatment capacity for
cyanides.  Sufficient alkaline chlorination capacity (46 million gallons
per year) exists to treat this volume of waste.
                                   A-14

-------
                ATTACHMENT A-l



Analysis of TSDR Survey Data of F006 Generation
                     A-15

-------
                              Attachment A-la

    This attachment contains a computer printout showing the facilities
that were identified by the TSDR Survey as generating F006.  The printout
presents facility name, facility ID number, and all waste codes contained
in the waste stream.  The printout also presents the volume generated and
the type of cyanide waste stream as determined by analysis of the TSDR
Survey data.

                                    Key:
    Type of cyanide waste stream
       A - Facility has onsite cyanide treatment
       B - Waste assumed to require offsite treatment for cyanides
       C - Waste assumed not to contain cyanide
                                   A-16

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-------
                              Attachment A-lb

    This attachment contains a table showing the results of an analysis
to confirm and update the reported F006 generation volumes.  The table
presents the facility name and EPA ID number, the original volume
reported in the TSDR (gallons), and the corrected volume following the
analysis.  Finally, for each waste stream that was revised, the table
gives a reason for the revision.
                                    A-45

-------
               Attachment A-lb  Results of Evaluation of Reported
                       Generation Volumes for F006 Wastes
Facility name/
EPA ID number
Reported
 volume
(gallons)
Corrected
 volume
(gallons)
Reason
Motorola Inc.                 20,666,135
Government Ele.
AZD008399636

Hughes Aircraft Co.           14,743,000
CAD041666819
Westinghouse Electric         17,400,000
Corp. Bryant Div.
CTD001183078

WHYCO Chromium Co. Inc.       17,280,000
CTD001450154
Bussman Cooper Industries      2,295,000
CTD042308270
Susan Bates Inc.               2,400,000
CTD080848666
GMC CPC Group                142,444,609
Lakewood Plant
GAD059522870

Shaefer Eaton Plant #1         7,500,000
IAD005267745
GE Switchgear Operations       7,983,838
IAD005272703
Sloan Valve                    9,736,590
ILD005121033
                     0      Volume reported was
                            influent to waste-
                            water treatment

                   720      Volume reported was
                            influent to waste-
                            water treatment

                70,320      Volume reported was
                            influent to waste-
                            water treatment

                     0      Volume reported was
                            prior to sludge
                            dewatering

                     0      Volume reported was
                            influent to waste-
                            water treatment

                     0      Volume reported was
                            influent to waste-
                            water treatment

                     0      Volume reported was
                            influent to waste-
                            water treatment

                     0      Volume reported was
                            influent to waste-
                            water treatment

                     0      Volume reported was
                            influent to waste-
                            water treatment

                     0      Volume reported was
                            influent to waste-
                            water treatment
                                    A-46

-------
                          Attachment A-lb  (continued)
Facility name/
EPA ID number
  Reported
   volume
  (gallons)
Corrected
 volume
(gallons)
     Reason
Amerock Corp.
ILD005163332
GE Morrison
ILD005272992
Roll Coater Inc.
IND006420087
Midwest Steel Co.
IND016584641

GMC Fisher Guide Div.
IND980700801
Balfour L.G. Foundation
MAD001199256
Westford Anodizing Corp.
MAD062173497
Rosemar Silver Co.
MAD080812431
Michigan Disposal
MID000724831

GMC Detroit Diesel
MID005356803
Chem-Met Services Inc.
MID096963194
 65,000,000
 27,406,000
 45,360,000
 72,450,300    2,640,000
140,837,040
  7,170,815
  6,375,000



  2,500,000



 24,420,240


 51,100,000



 18,520,000
  9,840
      0


      0
Volume reported was
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water treatment

Volume reported was
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water treatment

Volume reported was
influent to waste-
water treatment

Volume prior to
dewatering

Volume reported was
influent to waste-
water treatment

Volume reported was
influent to waste-
water treatment

Volume reported was
influent to waste-
water treatment

Volume reported was
influent to waste-
water treatment

Waste received from
offsite

Volume reported was
influent to waste-
water treatment

Waste received from
offsite
                                    A-47

-------
                          Attachment A-lb  (continued)
Facility name/
EPA ID number
Reported
 volume
(gallons)
Corrected
 volume
(gallons)
Reason
True Temper Sports Div.       50,000,000
MSD054531215
Stewart-Warner Corp.          12,349,000
NCD024895864
Data General Corp.             5,200,000
NCD086330412
DuPont E.I. De Nemours        16,266,000
Chambers Works
NJD002385730

GMC Delco Products Div.        2,240,640
OHD004255410
GMC Delco Moraine Div.
OHD045557766

Erieway Pollution Control
OHD055522429

U.S. Army Tobyhanna Depot
PA5213820892
Mill Service Inc.             42,000,000
PAD059087072

Waste Conversion               9,739,920
PAD085690592

Lockheed Georgia Co.           7,255,000
Charleston Plant
SCD048372023
1,987,200
1,702,320
3,544,800
4,328,264
0
0
0
0
                            Volume reported was
                            influent to waste-
                            water treatment

                            Volume reported was
                            influent to waste-
                            water treatment

                            Volume reported was
                            influent to waste-
                            water treatment

                            Waste received from
                            offsite
               123,120      Volume reported was
                            volume after mixing
                            with nonhazardous
                            waste
                            Volumes reported
                            mid-treatment

                            Volume received from
                            offsite

                            Volume reported was
                            influent to waste-
                            water treatment
                     0      Wastes received from
                            offsite

                     0      Wastes received from
                            offsite

                     0      Volume prior to
                            dewatering
                                   A-48

-------
         ATTACHMENT A-2

Analysis of Generator Survey Data
     from Non-TSDR  Facilities
              A-49

-------
                              Attachment A-2a

    The attached table presents the data extracted from Generator Surveys
of facilities with only exempt treatment or recovery processes onsite,
i.e., non-TSDRs.  For each waste stream, the table presents:   the
facility name and EPA ID number; the waste code(s); the waste description
code(s) (see Attachment C-2 to Appendix C); the quantity generated (T =
 tons, G = gallons); the onsite process codes through which the waste
went; whether or not the waste was shipped offsite; the reported cyanide
concentration (DK = does not know if cyanides are present; ?  = cyanides
are present but at unknown concentration; NP = cyanide is not present in
the waste; NA = the constituent is not applicable to the waste stream);
the basis for the data (1 = based on testing and 2 = an estimate); and
information on whether the facility is discharging to a POTW  or NPDES.
                                    A-50

-------
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                              Attachment A-2b

    This attachment contains a table showing the results of an analysis
to confirm and update the reported generation volumes.  The table
presents the facility name and EPA ID number, the original volume
reported in the Generator Survey (in gallons), and the corrected volume.
Finally, for each waste stream that was revised, the table gives a reason
for the revision.
                                   A-90

-------
Attachment A-2b  Results of Evaluation of Reported
    Generation Volumes for Non-TSDR Facilities
Facility name/
EPA ID number
Milwaukee Plating
WID006090187

GTE Products
PAD003050846

Maxwell Communication
TND980559702

Ford Motor Co. Saline PH.
MID009305655

Quality Electroplating Corp.
PRD090592544
Ajax Stamping and Mfg.
PAD002346088
Summit Finishing
IND067879106
Thomson Consumer Electronics
IND006932305
Fairchild Weston Systems
FLD083200998
BOC Group Leeds Plant
MOD000822668
Scovill Inc.
GAD003480530
Reported
volume
(gallons)
11,792,000

37,964,160

13,560

1,084,800

11,760
700,000
39,120
1,531,200
1,430,000
992,160
878,214
319,241
12,483,545
Corrected
volume
(gallons)
0

0

0

0

0
0
0
90,000
26,400
0
166,500
Reason
Volume reported was
influent to waste-
water treatment
Volume reported was
influent to waste-
water treatment
Volume reported was
influent to waste-
water treatment
Volume reported was
influent to waste-
water treatment
Volume reported
prior to dewatering
Volume reported
prior to dewatering
Volume reported
prior to dewatering
Volume reported
prior to dewatering
Volume reported
prior to dewatering
Volume reported
prior to dewatering
Volumes reported
mid-treatment
                    A-91

-------
                    ATTACHMENT A-3



Analysis of Generator Survey Data from TSDR Facilities
                         A-92

-------
                              Attachment A-3a

    This attachment contains a computer printout showing Generator Survey
data on TSDR facilities with RCRA-permitted or interim status treatment,
storage, disposal, or recovery operations onsite.  The printout presents
the facility ID number, the waste stream number, the cyanide waste codes
in the group, and the 1988 volumes generated.  The table also presents
the 1986 quantity generated and the unit of measure (T = tons, G =
 gallons).  Finally, the table presents cyanide concentration data (-1 =
 bad data; -3 = not applicable; -4 = don't know concentration; -8 =
 present, but concentration unknown; and -9 = constituent not present)
and the basis for the data (1 = based on testing and 2 = estimate).  The
printout also shows concentration data for other constituents; however,
these data were not used in this analysis.
                                   A-93

-------
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DATA REQUEST FOR VERSAR 14:31 TUESDAY, JUNE 6, 1989
PREPARED BY DPR A, REQUEST D0606D
DATA SOURCE: GENERATOR SURVEY DATA
QUESTION 21 - CHARACTERISTICS OF THE HAZARDOUS WASTE
OBS FCID WASTE CODES 1986 VOLUME UNIT OF PH BASIS FLASH BASIS BTU
STREAM GENERATED MEASURE FOR POINT FOR
NUMBER DATA DATA

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                              Attachment A-3b

    This attachment contains a table showing the results of an analysis
to confirm and update the reported generation volumes.  The table
presents the facility EPA ID number, the original  volume reported in the
Generator Survey (in gallons), and the corrected volumes.   Finally,  for
each waste stream that was revised, the table gives a reason for the
revision.
                                   A-109

-------
   Attachment A-3b  Results of Evaluation of Reported
Generation Volumes at TSDR Facilities (Generator Survey)

EPA ID number
CTD001 183078
ILD006271696
IND016584641
IND980700801
Reported
volume
(gallons)
68,500
10,255,200
72,451,440
1,373,520
Corrected
vol ume
(gallons)
70,320
0
2,640,000
0

Reason
Adjusted to match TSDR volume
Volume reported was influent
to wastewater treatment
Volume prior to dewatering
Volume reported was influent
                                     to wastewater treatment
MID005327580
MID005356860
OHD055522429
ORD089452353
PAD085690592
10,368,000
136,880,000
3,544,800
3,955,440
3,105,120
636,000
4,320
10,928,400
0
0
0
0
0
0
0
0
Volume reported was influent
to wastewater treatment
Volume reported was influent
to wastewater treatment
Waste received from offsite
Waste received from offsite
Waste received from offsite
Waste received from offsite
Waste received from offsite
Waste received from offsite
                      A-110

-------
                APPENDIX B

 Reanalysis of Sludge Combustion Capacity
   Requirements  for Wastewater Treatment
Sludges at DuPont's Chambers Works  Facility

-------
    Recent actions taken by EPA and by DuPont at its Chambers Works
facility in Deepwater, New Jersey, result in a significant change in
available capacity for sludge/solid incineration.  A summary of the
current and proposed hazardous waste management operations relative
to this issue is presented below.
    The landfill at the DuPont Chambers Works facility receives all
wastewater treatment sludges generated at that facility.  These sludges,
as shown in Figure 1, include both the primary and secondary treatment
sludges generated by the wastewater treatment system.  Prior to promulga-
tion of the Solvent and First Third LDRs, these wastewater (biological)
treatment sludges were considered to be mixed RCRA waste streams that con-
tained solvents (F001-F005) among their constituents.  The sludges were
generated from the treatment of all hazardous wastewaters at this facili-
ty, including those wastewaters received from offsite and those generated
onsite.  Leachate from the landfill was also treated in the wastewater
treatment system and, therefore, also resulted in the generation of
residual sludges.
    At the time of promulgation for the Solvent and First Third final
rules, these wastewater treatment sludges (16 million gallons generated
per year) were determined to require alternative treatment as solvent
wastes because they were derived from solvent wastewaters (both the
wastewaters received from offsite and those generated onsite contained
solvents) and from landfill leachate (the leachate was from a landfill in
which solvent wastes had been disposed of; therefore, this leachate was
considered solvent waste in accordance with the "derived from" rule).
                                    B-l

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These sludges were determined to require 16 million gallons of commercial
sludge combustion capacity during the capacity analysis for the Solvents
rule.
    Since the Solvent and First Third rules were promulgated, DuPont has
taken steps intended to exempt its wastewater treatment sludges from regu-
lation under the Solvents portion of the LDRs.  First, DuPont petitioned
for (and was granted) a de mim'mis exemption from EPA for the solvent
wastes it generated onsite at its Chambers Works facility.  (See the
notice of petition, 54 FR 3132, for more information about DuPont's de
minimi's exemption petition for solvents generated onsite.)  Second, the
facility has also stopped accepting solvent wastewaters from offsite for
treatment.  These steps have essentially removed all solvents from the
primary wastewater treatment sludges except for those derived from the
treatment of landfill leachate.
    Also, EPA has recently amended the schedule under the LDRs, assigning
multisource leachate wastes to the Third Third portion.  Because of this
amendment, multisource leachate waste (and sludges derived from treatment
of such leachates) will not be subject to regulation under the LDRs until
May 1990.  (See the final rule, 54 FR 8264, for more information about the
leachate amendment.)   Therefore, the primary wastewater treatment sludges
at DuPont's Chambers Works facility are exempt from the LDRs until May
1990.
    DuPont plans to continue to generate secondary wastewater treatment
sludges at its Chambers Works facility that contain solvents and require
incineration.  These sludges will be sent offsite for incineration until
                                    B-3

-------
an onsite carbon regeneration furnace (currently being modified to burn
these sludges) is operational.  After they have been treated in the carbon
regeneration furnace, the residuals from treatment of this sludge (primar-
ily incinerator ash) are expected to meet BOAT standards for solvents
under the LDRs and can be disposed of in the onsite landfill.  (Figure 2
presents the proposed wastewater treatment system and the proposed combus-
tion unit for the secondary treatment sludge at DuPont Chambers Works.)
    Currently, according to data supplied by DuPont in its case-by-case
extension application, the quantity of secondary sludge routinely gener-
ated is much less than the quantity of primary sludge generated.   (See
the attached Figure 3 and Table 1 from the "Chambers Works Case by Case
Extension Application, Hazardous Waste Land Disposal Restrictions of
November 8, 1988," dated June 1988.)  Since a large majority (over 99 per-
cent) of the wastewater treatment sludges generated in 1986 (and assigned
to commercial sludge combustion capacity) were primary sludges, the sludge
combustion capacity currently required as alternative treatment by the
Chambers Works facility for secondary sludges (less than 1 million gallons
per year) can be considered insignificant for national capacity determina-
tions.
    The primary wastewater treatment sludges generated by the DuPont
Chambers Works facility are still being sent to its onsite landfill  for
disposal.  The secondary treatment sludges will continue to be sent off-
site for incineration until the modified onsite carbon regeneration unit
is operational, at which time these sludges will be treated onsite.
Because the primary sludges meet the treatment standards for the First
                                    B-4

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-------
                          Figure 3
            TOTAL VOLUME OF PRIMARY  SLUDGE GENERATED
   3CO
  T
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  M
  s 200

  ' 130-
  0
  A 100

   504
       FRJMARY SLUDGE FIL TEX CAKE £Y MOUTH
                maximum filter capacity (wet basis)
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                              SINCE
         SLUDGE i'LESS SECONDARY) BY MONTH
  300-
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   1001
                                                       e    e
                       V
                 !  '   I   I   '   I _ I
                                                     I   •   <
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                     HOMTMS
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             SECONDARY SLUDGE £Y MONTH
           •*-*-•-•
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   0   2   *   fi  8  10  12  14 l< 19  20  22 24 2«  28  30  32  34  35  38
                                                                            B-b

-------

              TABLE  1
PRIMARY SLUDGE GENERATED SINCE 1985

 SLUDGE VOLUMES  IN TONS/DAY
MONTH
JAN 1985
FEB 1985
MAR 1985
APR 1985
MAY 1985
JUN 1985
JUL 1985
AUG 1985
SEP 1985
OCT 1985
NOV 1985
DEC 1985
JAN 1986
FEB 1986
MAR 1986
APR 1986
MAY 1986
JUN 1986
JUL 1986
AUG 1986
SEP 1986
OCT 1986
NOV 1986
DEC 1986
JAN 1987
FEB 1987
.MAR 1987
APR 1987
MAY 1987
JUN 1987
JUL 1987
AUG 1987
SEP 1987 '
OCT 1987
NOV 1987
DEC 1987
JAN 1988
FEB 1988
MAR 1988
TOTAL
SLUDGE
211.96
233.54
176.63
223.94
207.88
257.63
214.00
250.68
227.10
169.50
198.67
212.64
195.99
166.98
180.03
202.53. -
219.77
186.38
187.50
191.24
202.18
172.22
199.37
243.21
196.67
227.90
199.73
214.81
225.21
224.99
272.08
260.87
274.13
330.17
325.38
264.61
320.66
328.31
266.99
PRIMARY
SLUDGE
211.96
233.47
175.61
223.90
207.88
257.07
213.25
249,87
226.29
168.72
198.53
212.20
195.25
166.60
180.03
202.32
219.77
186.24
186.96
191.03
202.00
172.15
199.16
243.07
196.50
227.90
199.73
214.81
225.21
223.80
271.23
259.28
272.48
328.94
324.53
263.01
319.64
326.09
265.02
SECONDARY
SLUDGE
0.00
0.08
1.02
0.04
0.00
0.56
0.75
0,82
0.81
0.78
0.14
0.44
0.75
0.38
0.00
0.21
0.00
0.14
0.54
0.20
0.18
0.07
0.21
0.14
0.17
0.00
0.00
0.00
0.00
1.19
0.85
1.60
1.65
1.22
0.84
1.60
1.02
2.22
1.97

-------
Third final rule and are no longer subject to the restrictions of the
Solvents final rule, the 16 million gallons of sludge combustion capacity
that was assigned to these sludges (because they were considered to
contain solvents) is now available for use as alternative treatment
capacity for wastes scheduled for restriction under the Second Third
final rule.  However,  the primary treatment sludges will be subject to
any restrictions placed on multisource leachate wastes by the Third Third
final rule in May 1990 and may require alternative treatment or recovery
capacity at that time.
                                    B-8

-------
            APPENDIX C



Raw Data Used for Capacity Analysis

-------
                                APPENDIX C



    This appendix presents the TSDR Survey data used for the capacity

analysis for the Second Third promulgated wastes.   The tables present the

following data fields on a waste stream-specific basis:

    •  EPA waste code

    •  WDESC = waste description code (a definition of each code has
       been included as Attachment 2 to this appendix)

    •  FCID = facility EPA ID number

    •  Facility name

    •  BOOK = TSDR booklet (J = waste piles, K = surface impoundments,
       L = landfills, M = land treatment, N = underground injection)

    •  RECTYPE and KEYLTR identify TSDR Survey question number for the
       waste stream

    •  QTY8 = the quantity requiring alternative treatment (this
       quantity is adjusted for the closure, replacement, or retrofitting
       of surface impoundments)

    •  UOM = unit of measure (G = gallons,  T = tons, M = million
       gallons)

    •  TRD = treatability group (the alternative technologies
       associated with each treatability group are contained in
       Appendix G)

    •  ATR = alternative treatment/recovery technology code (the
       technologies associated with each code are contained in Appendix H)

    •  AVAIL = identifies if the ATR is available onsite
                                    C-l

-------
      ATTACHMENT C-l
Waste Stream-Specific Data
           C-2

-------
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-------
5710S/17
                            Aggregate CBI Data
                                       Volume requiring alternative
                                             treatment capacity
 Waste code                                       (gal)
    F007                                         529.200

    F008                                         559,200

    F009                                           6.720

    K027                                       2.981.520
    K115                                          79.580

    P030                                           8.640
    P094                                             240

    U190                                          43.440

    U223                                          58.800

-------
     ATTACHMENT  C-2



Waste Description Codes
           C-3S,

-------
                                          WASTE  DESCRIPTION CODES
                                                                             \
 These waste description codes were developed specifically for this survey to supplement the descriptions listen
 with the RCRA and other waste codes. (These waste description codes are not regulatory definitions.)

 WASTE DESCRIPTION CODES FOR HAZARDOUS WASTE DESCRIBED BY A SINGLE HCRA F, K. P, OR U WASTE CC"5
 A01  Spent solvent (F001-F005. K086)
 A02 Other organic liquid (F001-F005. K036)
 A03 Still bottom (F001-F005. KQ86)
 A04 Other organic sludge (F001-F005. K086)
 A05 Wastewater or aqueous mixture
 A06 Contaminated soil or cleanup residue
 A07 Other F or K waste, exactly as described'
 AQ8 Concentrated off-spec or discarded
     product
 A09 Empty containers
 A10 Incinerator asn
 A11 Solidified treatment residue
 A12 Other treatment residue (specify in
     "Facility Notes")
 A13 Other untreated waste (specify m "Facility
     Notes")
 "'Exactly as described" means that the waste matches the description of the RCRA waste code.
WASTE DESCRIPTION CODES FOR HAZARDOUS WASTE DESCRIBED BY A SINGLE RCRA D OR X WASTE CODE OR
THAT DESCRIBED BY MORE THAN ONE RCRA OR X WASTE CODE                                              	
 INORGANIC LIQUIDS—Waste that is primarily
 inorganic and Highly fluid (e.g.. aqueous^, with
 low susoenaed inorganic solids and low organic
 content.
 801  Aqueous waste with low solvents
 802 Aqueous waste with low other toxic
     orqamcs
 B03 Spent acid with metals
 804 Spent acid without metals
 805 Acidic aqueous waste
 806 Caustic solution with metals but no
     cyanides
 807 Caustic solution with metals and cyanides
 808 Caustic solution with cyanides Out no
     metals
 809 Spent caustic
 810  Caustic aqueous waste
 811  Aqueous waste with reactive sulfides
 812  Aqueous waste with other reactiv«s(ag..
     explosives)
 813  Other aqueous waste with high dissolved
     solids
 814  Other aqueous waste witn low dissolved
     sends
 B15  ScruODer water
 816  Leacnate
 817  Waste liquid mercury
 818  Other inorganic liquid (scecify in "Facility
     Notes ')

 INORGANIC SLUDGES— Waste that is pnmar-
 ily inorganic  with mcoerale-io-nign water
 content and low organic content: pumpabie.
 819  Lime sludge without metals
 820  Lime sludge with metals/metal hydroxide
     sludge
 821  Wastewater treatment sludge with toxic
     orqamcs
 822  Other wastewater treatment sludge
 820  Untreated plating sludge without cyanides
 824  Untreated plating sludge with cyanides
 825  Other sludge with cyanides
 826  Sludge with reactive suifides
 827  Sludge with other reactives
 828  Oeqreasmg sludge wnh meiai  scale or
     filings
 823  Air poiluiion control device sludge (eg..
     lly ash. wet scrubber sludge*
820  Sediment or lagoon dragoul contaminated
     with orgamcs
 831  Sediment or lagoon dragoul contaminated
     with inorganics only
 B32  Drilling mud
 833  AsOestos slurry or sludge
 834  Chloride or other brine sludge
 835  Other inorganic sludge (specify m
      "Facility Notes")

 INORGANIC SOLIDS—Waste that is primarily
 inorganic and solid, with low organic content
 and low-tc-moderate water content; not
 pumpabie.
 836  Soil contaminated with orgamcs
 837  Soil contaminated with inorganics only
 838  Ash. slag, or other residue from inciner-
      ation of wastes
 839  Other "dry" ash, slag, or thermal
      residue
 840  "Dry" lime or metal hydroxide solids
      chemically "fixed"
 841  "Dry" lime or metal hydroxide solids not
      "fixed"
 842  Metal scale. Tilings, or scrap
 843  Emory or crushed  metal drums or con-
      tainers
 844  Batteries or oattery parts, casings, cores
 845  Spent solid filters or adsoroems
 846  Asbestos sends and deons
 847  Metal-cyanide salts/chemicals
 843  Reactive cyanide sans/chemicals
 849  Reactive suilide salts/chemicals
 850  Other reactiva salts/chemicals
 851  Other metal salts/chemicals
 852  Other waste inorganic chemicals
 853  Lab packs of old chemicals only
 854  Lab packs of debris only
 855  Mixed lab packs
 856  Other inorganic solids (specify m
      "Facility Notes")

 INORGANIC GASES—Waste thai is pnmanly
 inorganic with a low organic content and) is a
 gas at atmosphenc pressure.
 857  Inorganic gases

 ORGANIC LIQUIDS—Waste that is pnmanly
 organic and is highly fluid, with low inorganic
 solids content and low-io-moaerate water
content.
 858  Concentrated solvent-water solution
859  Halogenated (e.g . chlorinated) solvent
860  Nonhalogenated solvent
 861   Halogenated/nonhalogenated soiv°r,t
       mixture
 862   Oil-water emulsion or mixture
 863   Waste oil
 864   Concentrated aqueous solution of otner
       orgamcs
 865   Concentrated phenohcs
 866   Organic paint, ink. lacquer, or varnish
 867   Adhesives or expoxies
 868   Paint thinner or petroieum distilla:es
 869   Reactive or polymenzaoie organic nauic
 870   Other organic liquid (specify m  Fac:ntv
       Notes")

 ORGANIC SLUDGES—Waste that is pnrraniy
 organic, with low-to-moderate inorganic soiios
 content and water content: pumpaoie.
 871   Slill bottoms of haiogenatea (e.g . cnion-
      natea) solvents or otner organic • cuids
 872  Still bottoms of nonhaiogenateci
      solvents or other organic 'iduids
 873  Oily sludge
 874   Organic caint cr ;nK s.ucce
 875  Reactive or colvmen;2s:e  organ ;z
 875  Resins, tars, or tarry siuace
 877  Biological treatment siuccs
 878  Sewage or otner untreaiea sicioc cai
      sludge
 879   Other organic sludge (specif/m
      "Facility Notes')


 ORGANIC SOLIDS—Waste that is pnmanly
 organic anq solid, with low-to-moaerate
 inorganic content and water content: net
 pumpaoie.
 880  Halogenated pesticide solid
 881   Nonhalogenated pesticide  solid
 882  Solid resins or poiymenzeci orgamcs
 883  Spent caroon
 884  Reactive organic solid
 885  Empty liber or plastic containers
 886  Lao packs of old chemicals only
 887   Lab packs of debris only
 888   Mixed lab packs
 889   Other nalogenated organic solid
 890   Other nonhalogenaiea organic send

ORGANIC GASES—Waste that is primar-iy
organic with low-io-mooerate inorganic conten:
and is a gas at atmospheric pressure
891   Organic gases
NOTE.  A list of X waste codes was developed specifically for this survey. These X codes are not official RCRA waste codes and should be used
       ONLY for this survey.
                                                        C-4U

-------
                     APPENDIX  D



Capacity Analysis for Second Third Promulgated Wastes

-------
                                APPENDIX D

    The tables in this appendix present the results of the analysis of
required capacity for each alternative technology on a waste code-by-
waste code basis.  The tables show the amount of required treatment
capacity for the Second Third promulgated waste codes.  The tables also
total the amount of required capacity for each technology.
    The original TSDR Survey data were sorted by waste code, waste
description code, and type of alternative treatment required to generate
these tables.  Computer printouts showing the original TSDR Survey data
for the Second Third promulgated wastes are contained in Appendix C.   The
data were then combined and summarized to create the technology-specific
capacity analysis tables for the Second Third promulgated wastes
contained in Section 2 of this document.
                                    D-l

-------
5710S/1
                                             APPENDIX 0

                      Capacity Analysis by Technology per Waste Group/Code for
                                  Second  Third Promulgated Wastes
Technology: Combustion of liquids
Waste code
F010
F024
K010
K011
IC013
P039
P089
P094
U069
U087
U190
U221
U223
Totals

Required capacity
Non-deepwell
volume
(gallons/year)
33,400
9,360
0
49,920
1,920
295
26.880
1,200
29
0
0
0
59.041
181,045

1988
Deepwell
volume
(gallons/year)
0
0
5,000.000
173,379,980
173,379.980
0
0
0
0
960
9,853
26,824.080
0
378.594.853
Source:  TSOR Survey and EPA Office of Drinking Water's Hazardous Waste Injection Well Data Base.

-------
5710S/2
                                       APPENDIX 0  (continued)





                                  Second Third Promulgated Wastes
Technology: Combustion of sludges/solids
Waste code
F008
F024
K009
K010
icon
K013
•COM
IC027
K093
K094
K113
IC115
P071
P089
U028
U190
U221
Totals

Reauired capacity
Non-deepwell
volume
(gallons/year)
17.400
62.880
1.440
1,440
144.359
144.359
16.000
7,486,824
36,480
36.480
82.080
161,760
25.896
480
480
75.120
305.784
8.599.262

1988
Deepwell
volume
(gallons/year)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Q
0
Source:  TSDR Survey.
                                               D-3

-------
5710S/3
                                      APPENDIX  0  (continued)

                                  Second Third Promulgated Wastes
Technology:   Stabilization of incinerator ash
          Waste code
                                                         Required capacity 1988
Non-deepwell
   volune
(gallons/year)
  Deepwell
   volune
(gallons/year)
              F008

              RJ10

              F024

              icon
   3.216

   9,444

   8.062

     120
                              Totals
  20,842
Source:  TSDR Survey.
                                                     D-4

-------
5710S/4
                                       APPENDIX  0 (continued)

                                  Second Third Promulgated Wastes
Technology:   Stabilization of scrubber water treatment  sludge

                                             	Required  capacity  1988
          Waste code
Non-deepwell
   volume
(gallons/year)
  Dee pwell
   volume
(gallons/year)
              F008

              F010

              F024

              icon
     174

     780

     723

       6
                              Totals
   1,683
Source:  TSOR Survey.
                                                    D-5

-------
5710S/5
                                      APPENDIX D  (continued)





                                  Second Third Promulgated Wastes
Technology: Alkaline chlonnation
Waste code
F007
F008
F009
F010
F011
F012
P029
P030
P063
P069
P098
P106
Totals

Required capacity
Non-dee pwe 11
volume
(gallons/year)
543.769
1,022.571
45.251
45.600
82,868
63,620
0
21.382
4.800
240
308
3.782
1.834.191

1988
Deepwell
volume
(gallons/year)
126,183.360
15.840
42,480
0
0
0
1,512
22,552
16,900
0
2.952
0
126.285.596
Source:   TSDR Survey.
                                               D-o

-------
5710S/6
                                       APPENDIX  D  (continued)

                                  Second Third Promulgated Wastes
Technology:   Chromium reduction  and chemical  precipitation
          Waste code
                                                         Required capacity  1988
Non-deepwell
   volume
(gallons/year)
  Deepwel!
   volume
(gallons/year)
              F007

              F009
                                113,040

                                  6.460
                              Totals
                                119,520
Source:   TSOR Survey.
                                            D-7

-------
5710s/7
                                       APPENDIX 0  (continued)

                                  Second Third Promulgated Wastes
Technology:   Steam stripping and/or biological  treatment
          Waste code
                                                          Required capacity  1988
Non-deepwell
   volume
(gallons/year)
  Deepwell
   volume
(gallons/year)
              K009
                             79.000,000
                                                  D-8
                              Totals
                                                                               79,000,000
Source:  TSDR Survey.

-------
5710S/8
                                       APPENDIX  D  (continued)

                                  Second Third Promulgated Wastes
Technology:   Biological  treatment
          Waste code
                                                         Required capacity  1988
Non-deepwell
   volume
(gallons/year)
  Oeepwell
   volume
(gallons/year)
              P071

              P089
                                  1.920

                                  1.200
                              Totals
                                  3,120
Source:   TSDR Survey.
                                                 D-9

-------
5710S/9
                                       APPENDIX D (continued)

                                  Second Third Promulgated Wastes
Technology:   Stabilization of wastewater treatment  sludge
          Waste code
                                                          Required  capacity  1988
Non-deepwell
   volume
(gallons/year)
  Deepwell
   volume
(gallons/year)
              F007

              F008

              F009

              F010

              F011

              F012
 446,338

 999,070

   5,147

  45,144

  45.517

  61.338
   1.263,905

       3,922

         489

           0

           0

   	0
                              Totals
                                                 1,602,554
                              1,268,316
Source:  TSDR Survey.
                                            D-10

-------
5710S/10
                                      APPENDIX D (continued)





                                  Second Third Promulgated Wastes
Technology: Stabilization
Required capacity
Non-dee pwe 11
volume
Waste code (gallons/year)
F007 242,018
F008 242,018
F009 266.978
F011 3.768
Totals 754.802
1988
Oeepwell
volume
(gallons/year)
0
0
0
0
0
Source:   TSDR  Survey.
                                                0-11

-------
5710S/11
                                       APPENDIX D  (continued)

                                  Second Third Promulgated Wastes
Technology:   Carbon adsorption  or direct  combustion of wastewaters

                                             	Required capacity 1988
                                                 Non-deepwell                 Deepwell
                                                    volume                     volume
          Waste code                             (gallons/year)              (gallons/year)
              U223                                      0                          9.853
                              Totals                     0                          9,853
Source:   EPA Office of  Drinking Water's  Hazardous Waste  Injection Well Data Base.
                                              D-12

-------
                 APPENDIX E

   Waste Volume and Characterization Data
for Underground Injected K009 and K010 Waste
Used to Support the  Second  Third  Final  Rule

-------
                                APPENDIX  E

    The purpose of this appendix is to document the data used to
determine the volume and characteristics of underground injected K009 and
K010 wastes for the Second Third wastes final rule.
    For the proposed rule, the TSDR Survey data base was used to estimate
the volume and characteristics of K009 and K010 wastes.  The TSDR Survey
identified only one facility land disposing K009 and K010 wastes.  This
facility, the Hoechst Celanese Chemical Group in Bay City, Texas,
reported underground injecting approximately 108 million gallons of mixed
K009 and K010 described as an "aqueous waste with low other toxic
organics."  Based on this data, the waste stream was determined to be a
wastewater and a national capacity variance was proposed.
    Since publication of the proposed rule, however, EPA's Office of
Drinking Water (ODW) has determined, based on a personal communication
between Mr. Eric Callisto of ODW and a Hoechst Celanese facility
representative, that the actual volume of K009 generated and underground
injected is approximately 79 million gallons per year and the volume of
K010 generated and injected is approximately 5 million gallons per year.
In addition, based on analytical data supplied by the facility (included
as Attachment 1), ODW has determined that the K009 stream is a wastewater
as generated and the K010 stream is a nonwastewater as generated.
Attachment 1 also includes a letter from ODW to the facility informing
them of ODW's decision regarding the physical/chemical form of these
wastes.
                                    E-l

-------
  Attachment E-l
K009 and K010 Data
        E-2

-------
     ri      UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
 	 ?                     WASHINGTON, D.C. 20460
..  -' • #
+>.
 •V i
                       APR  I 8 1989
                                                            WATER

  1.0. Coleman, Jr.
  Hoechst Celanese Chemical Group
  P.O. Box 509
  Bay City, TX  77414

  Dear Mr. Coleman:

      Recently, a member  of my staff  discussed with Glenn
  McCarthy of your staff  the classification  of certain
  hazardous wastes that are deep-well  injected at  the Hoechst
  Celanese Bay City, Texas,  facility.

      The issue, raised by  the Environmental Protection
  Agency's proposed Land  Disposal Restrictions for Second  Third
  Scheduled Wastes  (54 FR 1056),  concerns  the K009 and FC010
  waste codes.  In that publication,  the Agency requested
  additional data on the  volumes,  composition,  and
  characteristics of any  of these wastes that are  underground
  injected.

      The comments submitted by Hoechst Celanese during  the
  public comment period,  and the  data  provided on  April  10,
  1989 (attached), have been evaluated by  the Office of
  Drinking Water and the  Waste Treatment Branch of the Office
  of Solid Waste.  The data indicate  that  the K010 tower
  sidestream is a nonwastewater ,  as generated.   It also
  indicates that the K009 tower residue is a wastewater, as
  generated.

      If you have any questions on this determination, please
  call Bruce Kobelski, Hazardous  Waste Injection Section,
  Underground Injection Control Branch, at  (202) 382-5508.
                                   Sincerely,
                                              /k .
                                   Francoise M.  Brasier,  Chief
                                   Underground  Injection  Control
                                   Branch
                                   Office of Drinking  Water
  Attachment


                                E-3

-------
                                                                     c r
          Hoechat Celanese Chemical Grou£;clnc .
                 Bay City, Texas Plant
      •ftPR 10 '89 14:56 HOESCHT CELPNESE

)ate.-  April 10,  1989
         "•£•
'o: Eric Callisto,  EPA,  Office of Drinking Water

'rom:  Glenn  McCarthy,  Hoechst Celanese Chemical Group, Bay City, Texas

ric ,  per our conversation today, could you please FAX me back the results
eteroination as to whether these are 'wastewaters* or 'non-wastewaters ' .
         Thank  youi
(FAX number is (409) 245-4871, extension 4086)
                                                   yc
 irameter
 >tal  Organic  Carbon  (TOC)
 ital  Suspended  Solids  (TSS)
                 K-010
 	 TOWER SIDESTREAM •
      mg /I            mg/1
  BCP Analysis    SPL Analysis
   Nov., 1988      Nov., 1988
          23,500
              24
            ng/1
         CORE Labs
         Feb., 1989

23,500        36,830
     9            46
                                               K-009
                             	 TOWER RESIDUE -
                                  mg/1            mg/1
                              BCP Analysis    SPL Analysis
                               Nov.,  1988      Nov., 1988
                                    mg/1
                                 CORE Labs
                                 Feb.,  1989
  tal  Organic Carbon  (TOC)
  ;al  Suspended  Solids  (TSS)
           5,500
              28
 5,560
    14
5,490
   15
                                     E-4

-------
                  APPENDIX F



Capacity Analysis for Contaminated Soil Wastes

-------
                                APPENDIX  F

    The tables in this appendix present the results of the analysis of
required capacity for each alternative technology for contaminated
soils.  The tables show the amount of required capacity for each
technology.
    To generate these tables,  the original TSDR Survey data were sorted
by waste code, waste description code (i.e., those described as soils),
and type of alternative treatment required.   Computer printouts showing
the original TSDR Survey data  for the Second Third promulgated wastes are
contained in Appendix C.  The  data were then combined and summarized to
create the technology-specific capacity analysis tables for contaminated
soils contained in Section 2 of this document.
                                    F-l

-------
                                APPENDIX  F




    The tables in this appendix present the results of the analysis of


required capacity for each alternative technology for contaminated


soils.  The tables show the amount of required capacity for each


technology.

    To generate these tables,  the original TSDR Survey data were sorted


by waste code, waste description code (i.e., those described as soils),

and type of alternative treatment required.   Computer printouts showing
                                 l(L,^-
the original  TSDR Survey data  for Second Third promulgated wastes are
                                 \

contained in  Appendix C.  The  data were then combined and summarized to


create the technology-specific capacity analysis tables for contaminated


soils contained in Section 2 of this document.
                                       F-i

-------
5710S/12
                                APPENDIX F

                    Capacity Analysis by Technology per
               Waste Group/Code for Contaminated Soil  Wastes
Technology:  Alkaline chlorination

                                            Required capacity 1988


       Solvents                                             0

       First Third promulgated wastes                       0

       HOCs (Soft Haimer First Third and
         non-First Third)                                   0

       Second Third promulgated wastes

              F007                                    764,769
              F008                                    596.635
              F009                                    242,018
              F011                                      3,788
              P029                                        240
              P030                                      7,350
              P063                                     15,360
              P106                                        480

                              Total                 1,630.640



Source:  TSDR Survey.
                                       F-2

-------
5710s/13
                          APPENDIX F  (Continued)
Technology:  Stabilization of wastewater treatment sludge from treatment
             of soi Is

              Required capacity 1988
       Solvents                                             0

       First Third promulgated wastes                       0

       HOCs (Soft Hamner First Third and
         non-First Third)                                   0

       Second Third promulgated wastes

              F007                                    757,121
              F008                                    590,669
              F009                                    239,598
              F011                                      3.750

                              Total                 1,591,138
Source:  TSDR Survey.
                                        F-3

-------
5710s/14
                          APPENDIX F  (Continued)
Technology:   Combustion of soils

                                            Required capacity 1988


       Solvents                                    25.736.413

       First Third promulgated wastes              11,699,109

       HOCs  (Soft Hamner First Third and
         non-First Third)                           4.174,281

       Second Third promulgated wastes
F010
ICO 11
K013
K113
P044
P071
P089
P094
U028
U069
U190
U221
U223
Total
480
120
120
240
1,680
46,980
720
43.600
386,160
1.440
11,550
97.200
6,000
42,206,293
Source:  TSDR Survey.
                                       F-4

-------
5710s/15
                          APPENDIX F  (Continued)
Technology:  Stabilization of incinerator ash from the combustion of soils

                                            Required capacity 1988


       Solvents                                     9.736.000

       First Third promulgated wastes              11,459,929

       HOCs (Soft Hanroer First Third and
         non-First Third)                                   0

       Second Third promulgated wastes

              F010                                 	475

                              Total                 21.196.404



Source:  TSDR Survey.
                                     F-5

-------
5710S/16
                          APPENDIX F  (Continued)
Technology:   Stabilization of scrubber water treatment  sludge from the
             combustion of soils

                                            Required capacity 1988
       Solvents                                        99,689

       First Third promulgated wastes                 116,087

       HOCs (Soft Hammer First Third and
         non-First Third)                                   0

       Second Third promulgated wastes

              F010                                   	5

                              Total                    215,781



Source:  TSDR Survey.
                                      F-b

-------
          APPENDIX G

Alternative Treatment/Recovery
       Technology  Groups

-------
5695s

                                APPENDIX G

            Alternative Treatment/Recovery Technologies (AT/RT)
                           for Each Waste Group
TRD
group
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
AT/RT codes
1
1.2
lb.2b
la,2a,3.4
5,21,22
7a,41a
lb,2b,8
9,10
4.11.1b,2b
12.13.49
14,13,50
15
16.10
17
18
19
20
10
5,21.22,3.4
7
23.5,21.22,8
7.12,13,49
5,22.24,25
26,la,2a
26.lb.2b
26. la, 2a. 3. 4
27,7a,41a
28
29
30,31
32.17
34,lb.2b
lb.2b,3,4,ll
10,35
38
lb.2b,5,21.22
la
Ib
la.2a
5,21,22,24,6
52
6.21.22
44
                                         G-l

-------
5695s





                         APPENDIX G (continued)
TRD
group
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
73A
74
75
77
78
79
81
82
83
84
85
86
87
88
89
90
AT/RT codes
7b.41b
36.40
5.6,21.22
6
42,43
5,21,22.67
34,lb.2b
45
46
47,48
39
26.1,2
51
53
la, 2a, 21, 22
56.41
54
55
56a.41a
56b,41b
56c.41c
7,41
14.50
57
58
62
63.64
10,16.30.31
13
59,60
65,66
59.60.61
48.59
7b.36,41b,43
13.68
36.42,43
21.22,70
69
7a
70
1.71.21.22
6. 72, 73
74
75
76
77
                                   G-2

-------
5695s

                          APPENDIX G (continued)
            TRO
           group                           AT/RT codes
            91                               78
            92                               79
            93                               SO
            94                               81
            95                               82
            96                               83
            97                               84
            98                               85
            99                               86
            100                             87
            101                             88
            10Z                             89,75
            103                             90
            104                             Ic
            105                             91
            106                             21,22
                                     G-3

-------
                APPENDIX H



Alternative Treatment/Recovery Technologies

-------
5695s
                                APPENDIX H

                Alternative Treatment/Recovery Technologies
   Alternative
Treatment/Recovery
 Technology Codes
                 Description
       1
       la
       Ib
       Ic
       2
       2a
       2b
       3
       4
       5
       6
       7
       7a
       7b
       8

       9

      10
      11
      12


      13


      14


      15
Incineration of solids
Incineration of sludges
Incineration of liquids
Incineration of gases
Reuse as fuel of solids
Reuse as fuel of sludges
Reuse as fuel of liquids
Solvent extraction
Fractionation or batch still distillation
Carbon adsorption
Biological treatment
Incineration of solids followed by
  stabilization of the ash and chromium
  reduction followed by metals precipitation
  of scrubber water with stabilization of
  treatment sludge
Incineration of sludges followed by
  stabilization of the ash and chromium
  reduction followed by metals precipitation
  of scrubber water with stabilization of
  treatment sludge
Incineration of liquids followed by
  stabilization of the ash and chromium
  reduction followed by metals precipitation
  of scrubber water with stabilization of
  treatment sludge
Solvent extraction followed by steam
  stripping and carbon adsorption
Retorting followed by stabilization
  of the ash
Cement-based or pozzolanic stabilization
Thin film evaporation
Cyanide oxidation followed by chemical
  precipitation, sludge dewatering, and
  stabilization of the sludge (also 49)
Wet air oxidation followed by carbon
  adsorption, chemical precipitation, sludge
  dewatering, and stabilization of the sludge
Slurrying followed by cyanide oxidation,
  chemical precipitation, sludge dewatering,
  and stabilization of the sludge
Chemical precipitation, sludge dewatering,
  and stabilization of the sludge
                                        H-l

-------
5695s
                          APPENDIX H  (continued)
   Alternative
Treatment/Recovery
 Technology Codes
                 Description
      16
      17
      18
      19
      20
      21
      22

      23
      24

      25
      26
      27
      28
      29
      30
      31

      32

      33

      34
      35
Slurrying followed by chemical precipitation,
  sludge dewatering, and stabilization of the
  sludge
Chrome reduction followed by chemical
  precipitation, sludge dewatering, and
  stabilization
Slurrying followed by chrome reduction,
  chemical precipitation, sludge dewatering,
  and stabilization
Cyanide oxidation
Slurrying followed by cyanide oxidation
Wet air oxidation followed by carbon adsorption
Wet air oxidation followed by biological
  treatment
Solvent extraction followed by steam stripping
Steam or air stripping followed by carbon
  adsorption
Fractional ion, batch still distillation, or
  solvent extraction followed by incineration
  of the organic stream
Rotary kiln or fluidized bed incineration
Rotary kiln or fluidized bed incineration of
  sludges followed by stabilization of the ash
  and metals precipitation of scrubber water
  with stabilization of treatment sludge
Chlorination followed by vacuum filtration,
  followed by sulfide precipitation,
  filtration, and sludge dewatering of the
  filtrate from the vacuum filter
Solvent extraction followed by incineration
  or reuse as fuel of the extract and steam
  stripping and carbon adsorption of the
  wastewater
Secondary smelting
Secondary smelting followed by stabilization
  of the slag
Chromium reduction followed by chemical
  precipitation and vacuum filtration
Chromium reduction followed by chemical
  precipitation and sludge dewatering (17)
Liquid injection incineration or reuse as fuel
Incineration followed by dissolving of the ash,
  sulfide precipitation, sludge dewatering,
  and  stabilization
                                       H-2

-------
5695s
                          APPENDIX H  (continued)
   Alternative
Treatment/Recovery
 Technology Codes
                 Description
      36
      37
      38
      39
      40



      41


      41a


      41b


      42


      43


      44


      45

      46

      47


      48


      49
Carbon adsorption fallowed by chromium
  reduction, chemical precipitation, sludge
  dewatering, and stabilization
Solids blending
Neutralization
Electrochemical cyanide oxidation followed by
  alkaline chlorination, chemical
  precipitation, sludge dewatering, and'
  stabilization
Wet air oxidation, followed by carbon
  adsorption, chromium reduction, chemical
  precipitation, sludge dewatering, and
  stabilization (see 43)
Reuse as fuel of solids followed by stabiliza-
  tion of the ash from boilers and process
  heaters
Reuse as fuel of sludges followed by stabiliza-
  tion of the ash from boilers and process
  heaters
Reuse as fuel of liquids followed by stabiliza-
  tion of the ash from boilers and process
  heaters
Stripping followed by carbon adsorption,
  chromium reduction, chemical precipitation,
  sludge dewatering, and stabilization
Vet air oxidation followed by carbon adsorption,
  chromium reduction, chemical precipitation,
  sludge dewatering, and stabilization
Steam stripping followed by chemical
  precipitation, sludge dewatering, and
  stabilization
Sulfide precipitation followed by sludge
  dewatering and stabilization
Slurrying followed by sulfide precipitation,
  sludge dewatering. and stabilization
Cyanide oxidation followed by sulfide
  precipitation, sludge dewatering, and
  stabilization
Wet air oxidation, followed by carbon
  adsorption, sulfide precipitation, sludge
  dewatering, and stabilization
Cyanide oxidation followed by chemical
  precipitation, sludge dewatering, and
  stabilization
                                      H-3

-------
5695s
                          APPENDIX H  (continued)
   Alternative
Treatment/Recovery
 Technology Codes
                 Description
      50
      51

      53
      55
      56
      56a
      56b
      56c
      58
      59
      60
      61
Slurrying followed by cyanide oxidation,
  chemical precipitation, sludge dewatering,
  and stabilization
The waste already meets BOAT treatment
  standard
Lab pack waste
Total recycle of K069
Incineration of solids followed by
  stabilization of the ash and chemical
  precipitation of the scrubber water followed
  by sludge dewatering and stabilization
Incineration of sludges followed by
  stabilization of the ash and chemical
  precipitation of the scrubber water followed
  by sludge dewatering and stabilization
Incineration of liquids followed by
  stabilization of the ash and chemical
  precipitation of the scrubber water followed
  by sludge dewatering and stabilization
Incineration of gases followed by
  stabilization of the ash and chemical
  precipitation of the scrubber water followed
  by sludge dewatering and stabilization
Sludge dewatering followed by incineration
  of the solids with stabilization of the ash.
  Chromium reduction and chemical precipitation
  of the scrubber water followed by sludge
  dewatering and stabilization and oil skinning
  followed by chromium reduction, chemical
  precipitation, and sludge dewatering and
  stabilization, of the liquid effluent from
  the original dewatering
Carbon adsorption followed by sulfide
  precipitation, sludge dewatering, and
  stabilization
Biological treatment followed by sulfide
  precipitation, sludge dewatering, and
  stabilization
Incineration of liquids followed by
  stabilization of the ash and chromium
  reduction, sulfide precipitation of the
  scrubber water followed by sludge dewatering
  and stabilization
                                      H-4

-------
5695s
                          APPENDIX H  (continued)
   Alternative
Treatment/Recovery
 Technology Codes
                 Description
      62
      63
      64
      65


      66


      67

      68


      69
      70
      71
      72
      73
      74
      75
      76
      77
      78
      79
      80
Slurrying followed by general oxidation, sulfide
  precipitation, sludge dewatering, and
  stabilization
Oil skinning followed by incineration of the
  sludge with stabilization of the ash.
  Chromium reduction, chemical precipitation of
  the scrubber water followed by sludge
  dewatering and stabilization, and chromium
  reduction followed by chemical precipitation,
  sludge dewatering, and stabilization of the
  liquid effluent.
Oil skinning followed by chromium reduction,
  chemical precipitation, sludge dewatering,
  and stabilization of the liquid effluent.
  Reuse as fuel of the sludges followed by
  stabilization of the ash from boilers and
  process heaters.
Cyanide oxidation followed by chromium
  reduction, chemical precipitation, sludge
  dewatering, and stabilization
Wet air oxidation followed by chromium
  reduction, chemical precipitation, sludge
  dewatering, and stabilization
General oxidation with hydrogen peroxide or
  potassium permanganate
Carbon adsorption followed by chemical
  precipitation, sludge dewatering, and
  stabilization
Steam stripping followed by chromium reduction,
  chemical precipitation, sludge dewatering,
  and stabilization
Nixed RCRA/radioactive wastes
Thermal regeneration of carbon
Steam stripping
Steam stripping followed by biological treatment
Slurrying, chrome reduction,  caustic ppt,
  solidification of sludge, wastewater ppt with
  ferrous salt, vitrification of this sludge
Vitrification
Recycle
Drum rinsing
Slurrying, general oxidation
Controlled incineration
Controlled reaction
                                      H-5

-------
5695s
                          APPENDIX H  (continued)
   Alternative
Treatment/Recovery
 Technology Codes
                 Description
      81

      82

      83
      84

      85

      86

      87
      88



      89



      90
      91
Neutralization with caustic soda followed by
  carbon adsorption
Chrome reduction, sulfide ppt, filtration, and
  stabilization of the sludge
Neutralization with ferrous salt
Slurrying, chrome reduction, sulfide ppt,
  filtration, and stabilization
Carbon adsorption, chrome reduction, sulfide
  ppt, filtration, and stabilization of sludge
Neutralization followed by settling, carbon
  adsorption of liquid phase
Precipitation using iron salts
Incineration of solids, stabilization of ash,
  sulfide salt and ferrous salt ppt, sludge
  dewatering, and stabilization/vitrification
  of sludge from scrubber water
Incineration of liquids, stabilization of ash,
  ferrous salt ppt of scrubber water,
  stabilization/vitrification of sludge (see
  also 75)
Chrome reduction, chemical precipitation.
  solidification of resulting sludge; further
  treatment of resulting wastewater using ppt
  with iron salts, sulfide precipitation,
  vitrification of resulting sludge
Incineration of liquids, stabilization of ash,
  sulfide salt and ferrous salt ppt of scrubber
  water, sludge dewatering and stabilization/
  vitrification of sludges
                                     H-6

-------
-------





































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