EPA/540/2-89/002
     SUPERFUNDTREATABILITY
            CLEARINGHOUSE
               Document Reference:
 Roy F. Weston, Inc. "Pilot investigation of Low-Temperature Stripping of Volatile
Organic Compounds (VOCs) From Soil: Volume 1 - Technical Report and Volume II
  Appendices." Technical report prepared for USATHAMA. 123 pp. June 1986.
             EPA LIBRARY NUMBER:

           Superfund Ttestability Clearinghouse - EUQS

-------
                SUPERFUND TREATABILITT CLEARINGHOUSE ABSTRACT
Treatment Process:

Media:

Document Reference:
Document Type:

Contact:
Physical/Chemical - Low Temperature Thermal Stripping

Soil/Sandy and Silty

Roy F. Weston, Inc. "Pilot Investigation of Low-
Temperature Stripping of Volatile Organic Compounds
(VOCs) From Soil:  Volume 1 - Technical Report and
Volume II - Appendices."  Technical report prepared
for USATHAMA 123 pp.  June 1986.

Contractor/Vendor Treatability Study
Wayne Sisk
U.S. DOD/USATHAMA
Aberdeen Proving Ground,
301-571-2054
                                                 MD  21010-5401
Site Name:
Location of Test;
Letterkenny Army Depot, Chambersburg, PA (NPL
Federal facility)

West Chester, PA
BACKGROUND;  The U.S.  Army Toxic and Hazardous Materials Agency (USATHAMA)
is investigating technologies to treat soils contaminated with solvents.  A
pilot study of low temperature thermal stripping was conducted at
Letterkenny Army Depot (LEAD) near Chambersburg, Pennsylvania, from 8/5/85
to 9/16/85.
OPERATIONAL INFORMATION;   Soils from two lagoons at LEAD that were used for
the disposal of organic liquids were chosen for treatment.  The total VOC
concentrations in feed soils were approximately 3503 ppm.  The soils were
sandy and treated at 10 pounds per feed cycle.  The unit was designed for
processing 385 pounds  per hour.  Soils were treated in a thermal processor,
an indirect heat exchanger which was used to heat and consequently dry the
contaminated soil and  volatilize the contaminants.  Contaminants in the
off-gases were thermally destroyed in an afterburner.
    The pilot investigation was completed in two phases.  Phase I consisted
of 18 test runs completed to evaluate the effect on VOC removal efficiency
of varying operating conditions (i.e., soil discharge temperature, soil
residence time, and air inlet temperature).  The 18 test runs were designed
in a matrix format to  investigate three levels of soil discharge
temperature:  50°C, 100°C and 150°C; three levels of soil residence time:
30 minutes, 45 minutes, and 60 minutes; and two levels of air inlet
temperature:  ambient  and 90°C.
    Phase II of the Pilot study consisted of 10 "optimization" test runs.
There were four primary purposes for the optimization runs:  1) to evaluate
the effect on VOC  removal efficiency of varying operating conditions
beyond the limits set  for Phase I of the investigation (i.e., maximum soil
discharge temperature  and maximum soil residence time); 2) to evaluate the
VOC removal rate along the length of the unit; 3) to evaluate the VOC
3/89-1                                               Document Number:  EUQS
   NOTE:  Quality assurance of data may not be appropriate for all uses.

-------
removal efficiency associated with three "duplicate" test runs; and A) to
evaluate the VOC removal efficiency associated with reprocessing soils.
PERFORMANCE;  The study concludes that process variables can be manipulated
to achieve desired effluent concentrations (i.e., 100 ppm, 10 ppm, 1 ppm,
etc.)  As conducted, VOCs were removed to concentrations below 100 ppm.
The level of removal was a direct and predictable function of VOC feed
concentration, residence time, moisture content,  heat input, and generating
temperature.  VOC removal efficiencies associated with an elevated air
inlet temperature were generally lower than those associated with ambient
air inlet temperature.  The appendices provide extensive analytical methods
information and other QA/QC information.

CONTAMINANTS;

Analytical data is provided in the treatability study report.  The
breakdown of the contaminants by treatability group is:

Treatability Group             CAS Number        Contaminants

W04-Halogenated Aliphatic      127-18-4          Tetrachloroethene
     Solvents                  156-60-5          Trans-l,2-dichloroethene
                               79-01-6           Trichloroethene

W07-Heterocyclics and          1330-20-7         Xylenes (Total)
     Simple Aromatics

W13-0ther Organics             TOT-VOC           Total Volatile Organics
3/89-1                                               Document Number;  EUQS
   NOTE:  Quality assurance of-data «ay not be appropriate for all uses.

-------
Installation Restoration General
Environmental Technology Development
REPORT NO. AMXTH-TE-CR-86074
Task 11.
Pilot Investigation of Low Temperature
Thermal Stripping of Volatile Organic
Compounds (VOC's) From Soil
Volume 1 - Technical Report


June 1986
Distribution unlimited; approved for public release.
Prepared for
U.S. ARMY TOXIC AND HAZARDOUS MATERIALS AGENCY
Aberdeen Proving Ground (Edgewood Area), Maryland 21010
               Roy F. Weston, Inc.
               West Chester
               Pennsylvania
        CONM.TAMT*

-------
SECURITY CLASSIFICATION Of THIS PAGE (Whun Dm* Enrw*«
            REPORT DOCUMENTATION PAGE
                                                                READ INSTRUCTIONS
                                                             BEFORE COMPLETING FORM
 I.  REPORT NUMBER
                                       2. COVT ACCESSION NO,
                                                        J.  RECIPIENT'S CATALOG NUMBER
*•  TITLE '•"* *•*"""  Installation Restoration General
 Environmental Technology  Development.
 Task 11.  Pilot-Scale Investigation of Low
 Temperature Thermal Stripping of Volatile Organic
 CCTCPOUnds (VOCVs^ from Sni 1	
                                                        s. TYPE or REPORT * PERIOD COVERED
                                                          Draft Final Report-
                                                          May 1985 - February  1986
                                                        •• PERFORMING ORG. REPORT NUMBER
7.
 Nancy P. McDevitt
 John W. Noland,  P.E.
                           Peter J.  Marks
                                                         •• CONTRACT OR GRANT NUMBERf*)
t.  PERPORMIN6 ORGANIZATION NAME AND ADDRESS
 Roy F. Weston, Inc.
 Weston Way
 West Chester,  PA 19380
                                                        10. PROGRAM ELEMENT. PROJECT. TASK
                                                           AREA * WORK UNIT NUMBERS
It. CONTROLLING OFFICE NAME AMD ADDRESS
 U.S. Army Toxic & Hazardous Materials Agency
 Aberdeen  Proving Ground
 Edgewood  Area,  MD 21010	     .
                                                        12. REPORT OATB
                                                         February 1986
                                                           NUMBER OF PAGES
 14- MONITORING AGENCY NAME ft ADDRESS?!* dli
                                                        IS. SECURITY CLASS. (•/ atlu rap«ftj

                                                         Unclassified
                                                         ««. OeCLASSlFlCATlON/DOWNORADINO
                                                            SCHEDULE
1*. DISTRIBUTION STATEMENT («t «Mf
 Distribution unlimited; approved for public release.
17. DISTRIBUTION STATEMENT fa/ Uu>
                                       Blfdc 39, II attumtt mm Report;
 U. SUPPLEMENTARY NOTES
 Contract  Project Officer - Ms.  Donna L. Koltuniak
                              (AMXTK-TE-D)
1*. KEY WORDS rCOTttoo* «n
 Volatile Organic Compounds (VOC's)
 Low Temperature  Thermal Stripping
 Operating Temperature
 Residence Time
 Air Inlet Temperature	
                                           Afterburner
                                           Thermal Processor
                                           Hazardous  Substance List  (HSL)
                                           Volatization
                                           Soil Discharge Temperature
20.
 This report presents the results of a pilot investigation which successfully
 denonstrated the effectiveness  of Low Temperature  Thermal Stripping  as  a
 decontamination method for  soils contaminated with volatile organic  compounds
  (VOC's).   The project included:  process equipment and test site selection,
 waste characterization, development of a detailed  test plan and safety  plan,
 pilot investigation and evaluation of results.
DO
    F<
   t JAM 71
1473
ewnoM or t MOVCS is OMULETE
                                             SECURITY CLJUBIFICATIOK OF THIS PACE (T*mi Datf Cnrar*«

-------
Installation Restoration General
Environmental Technology Development
REPORT NO. AMXTH-TE-CR-86074
Task 11.
Pilot Investigation of Low Temperature
Thermal Stripping of Volatile Organic
Compounds (VOC's)  From Soil
Volume 1 - Technical Report


June 1986
Distribution unlimited; approved for public release.
Prepared for
U.S. ARMY TOXIC AND HAZARDOUS MATERIALS AGENCY
Aberdeen Proving Ground (Edgewood Area), Maryland 21010
               Roy F. Weston, Inc.
               West Chester
               Pennsylvania
 DESIGNERS X^^X CONSULTANTS

-------
                        TABLE  OF  CONTENTS
VOLUME 1. - TECHNICAL REPORT

Section                      Title

   1     EXECUTIVE SUMMARY

   2     INTRODUCTION

         2.1   Background
         2.2   Purpose
         2.3   Objectives of the Pilot Study
         2.4   Report organization

   3     TEST SITE

         3.1  . Test site location and description
         3.2   Waste characteristics
               3.2.1   LEAD Remedial Investigation
                       and Feasibility Study (RI/FS)
               3.2.2   Follow-up waste characterization
                       of soils in Area K-l
         3,3   Site/soil characteristics
               3.3.1   Site characteristics
               3.3.2   Soil characteristics
         3.4   Environmental permitting
               3.4.1   Air emissions
               3.4.2   Disposal of the processed soils
               3.4.3   Disposal of the decontamination
                       water

   4     DESCRIPTION OF THE PROCESS EQUIPMENT
         4.1
Thermal processing system
4.1.1   Feed soil system
               4
               4
               4
               4
               4
               4.1.7
  1.2
  1.3
  1.4
  1.5
  1.6
Thermal processor
Processed soil handling system
Hot oil system
Air systems
Emission control system
Electrical supply
         PILOT STUDY FRAMEWORK
1-1

2-1

2-1
2-1
2-1
2-2

3-1

3-1
3-1

3-1

3-6
3-7
3-7
3-7
3-10
3-10
3-11

3-11

4-1

4-1
4-1
4-4
4-6
4-8
4-8
4-10
4-10

5-1
6059A
                               11

-------
                        TABLE OF CONTENTS
                           (continued)

Section                      Title                        Page

   6     TYPICAL ON-SITE ACTIVITIES                       .6-1

         6.1   Daily routine                              6-1
               6.1.1   Pretest activities                 6-1
               6.1.2   Test activities                    6-5
               6.1.3   Post-test activities               6-6
               6.1.4   Miscellaneous activities           6-7
         6.2   Project closure activities                 6-7
               6.2.1   Excavation area                    6-7
               6.2.2   Processing area                    6-7

   7     EXPERIMENTAL VARIABLES                           7-1

         7.1   Independent variables                      7-1
               7.1.1   Feed soil composition/conditions   7-1
               7.1.2   Air inlet composition/conditions   7-3
         7.2   Control variables                          7-3
               7.2.1   Control variables held constant
                       at all levels                      7-3
               7.2.2   Control test variables held
                       constant at various levels         7-5
         7.3   Response variables measured                7-6
               7.3.1   Soil discharge composition/
                       conditions                         7-6
               7.3.2   Air discharge composition/
                       conditions                         7-6

   8     SAMPLING TECHNIQUES AND ANALYTICAL METHODS       8-1

         8.1   Field sampling techniques   .               8-1
               8.1.1   Soil sampling techniques           8-1
               8.1.2   Air sampling techniques            8-5
         8.2   Analytical techniques                      8-11
               8.2.1   VOC's                              8-11

   9     PRESENTATION OF DATA                             9-1

         9.1   Independent variables                      9-1
               9.1.1   Actual feed soil composition/
                       conditions                         9-1
               9.1.2   Actual air inlet composition/
                       conditions                         9-9
                              111
6059A

-------
                       TABLE OF CONTENTS
                          (continued)

Sect ion                      Title

         9.2   Control  test  variables
               9.2.1    Control  variables  held constant
                       at  all levels
               9.2.2    Control  variables  held constant
                       at  various  levels                   9-10
         9.3   Response variables measured                 9-11
               9.3.1    Processed soil composition/
                       conditions                          9-11
               9.3.2    Actual air discharge  composition/
                       conditions                          9-16

   10    ANALYSIS OF  RESULTS                              10-1

         10.1  Statistical correlations                    10-1
               10.1.1  Analytical technique  for
                       developing equations                10-1
               10.1.2  Presentation of correlations        10-4
         10.2  Emission control efficiency                 10-17
               10.2.1  Controlled emissions                10-17
               10.2.2  Fugitive emissions                 10-21
         10.3  Results  of  optimization runs                10-23
               10.3.1  VOC removal along  the length
                       of  the unit                         10-23
               10.3.2  Reproducibility of treatment        10-28
               10.3.3  Reprocessing of treated soils
                       that  contain a contaminant
  i                     residue                             10-30
         10.4  Miscellaneous observations                 10-30
               10.4.1  Soil  density                        10-30
               10.4.2  Soil  appearance                    10-33

   11    COMPARISON OF  TEST  RESULTS TO REGULATORY
         CRITERIA                                         11-1

         11.1  Processed soils                             11-1
               11.1.1  Criteria for classification of
                       a hazardous waste                   ll-l
               11.1.2  Classification of  LEAD processed
                       soils                              11-2
               11.1.3  Delisting of the processed soils   11-2
         11.2  Stack  emissions                             11-2
               11.2.1  Principal organic  hazardous
                       constituent (POHC) destruction
                       and removal efficiency             11-3
               11.2.2  Particulate emissions              11-3
               11.2.3  HC1 emissions                       11-4
                               IV
6059A

-------
                        TABLE  OF  CONTENTS
                           (continued)

Section                      Title                        Page

   12    FULL SCALE DESIGN CONSIDERATIONS                 12-1

         12.1  Modifications to full-scale design         12-1
               12.1.1  Feed system                        12-1
               12.1.2  Thermal processor                  12-1
               12.1.3  Heating medium                     12-1
               12.1.4  Soil discharge                     12-1
               12.1.5  Air systems                        12-2
         12.2  Example calculation using correlations
               to design a full-scale system              12-3
         12.3  Economics of a  full-scale system           12-5

   13    CONCLUSIONS AND RECOMMENDATIONS                  13-1

         13.1  Conclusions                *                13-1
         13.2  Recommendations                            13-2

         REFERENCES

VOLUME 2.  - APPENDICES

         APPENDIX A - ORGANIC  WASTE CHARACTERISTICS OF
                      SITE SOILS  AT LEAD (determined
                      during preliminary investigations)  A-l

         APPENDIX B - GRAIN SIZE  GRADATION CURVES
                      CORRESPONDING TO FILL SOIL AND
                      NATIVE SOIL                         B-l

         APPENDIX C - AIR SAMPLING TECHNIQUES             C-l

         APPENDIX D - FEDERAL  REGULATIONS        "         D-l

         APPENDIX E - ANALYTICAL  METHODS                  E-l

         APPENDIX F - FIELD/ANALYTICAL DATA               F-l

         APPENDIX G - MASS/ENERGY BALANCES                G-l

         APPENDIX H - SUPPLEMENTAL DATA                   H-l

         APPENDIX I - STATISTICAL ANALYTICAL APPROACH     1-1
6059A

-------
                        LIST OF  FIGURES


Figure No.                   Title                        Page

   3-1      General location map of the study area on
            the Letterkenny Army Depot, Franklin County,
            Pennsylvania                                  3-2

   3-2      Location map of the processing and
            excavation areas on the Letterkenny Army
            Depot                                         3-3

   3-3      Aerial photograph of the processing and
            excavation area on the Letterkenny Army
            Depot                                         3-4

   3-4      Locations of potential contaminant sources,
            East Patrol Road Disposal Area,  Letterkenny
            Army Depot                            "       3-5

   3-5      Locations of soil borings drilled in area
            K-l during the waste characterization phase
            of the Pilot Study                            3-8

   4-1      Thermal processing system                     4-2

   4-2      Schematic of rotary valve feed mechanism      4-3

   4-3      Internal view of thermal processor            4-5

   4-4      Soil discharge gate                           4-7

   4-5      Off-gas discharge lines                       4-9

   6-1      Typical schedule of daily on-site activities .6-2

   8-1      Thermal processing system instrumentation
            and sampling/analysis diagram                 8-2

   8-2      Sampling device used to monitor  soil          8-4
            temperature

   10-1     Comparison of actual versus estimated values
            of the natural logarithm of total VOC's in
            the processed soil - low temperature runs     10-9
                               VI
6059A

-------
                         LIST OF  FIGURES
                           (continued)

Figure No.                   Title                        Page

   10-2     Comparison of actual versus estimated values
            of the natural logarithm of total VOC's in
            the processed soil  - middle temperature runs  10-12

   10-3     Comparison of actual and estimated values
            of the natural logarithm of the total VOC
            concentration in the processed soil - high
            temperature runs                              10-16

   10-4     Comparison of actual versus estimated values
            of temperature of  the processed soil - high
            temperature runs                              10-19
                              vii
6059A

-------
                         LIST OF TABLES
Table No.                     Title                        Page

   3-1      Concentration range of VOC's determined to
            be present in Area K-l (based on testing
            performed on 10,  11,  12 June 1985)            3-9

   5-1      Summary of test run matrices and controlled
            test variables -  Phase I and Phase II test
            runs                                          5-3

   7-1      Summary of test variables for the thermal
            processor                                     7-2

   8-1      Parameters monitored and/or sampled for
            in soils                                      8-3

   8-2      Air sampling parameters measured in the
            field for each test location                  8-6

   8-3      Testing protocols for air sampling            8-9

   8-4      Analytical parameters and methodologies       8-12

   9-1      Summary of values of test variables for
            Phase I and Phase II of the pilot study       9-2

   9-2      Comparison of VOC concentrations in
            excavated soils and feed soils
            (ppm by weight)                               9-4

   9-3      Comparison of laboratory GC/MS analytical
            results and derived concentrations in the
            feed soil (ppm by weight).                     9-7

   9-4      Concentration of  VOCs in the processed
            soils (ppm by weight)                         9-12

   9-5      Removal efficiency of VOC's (percent)         9-14

   9-6      VOC concentrations in the air discharge
            stream at the afterburner inlet as
            determined by CC/MS (ppm by volume)           9-17

   9-7      Summary of stack testing results              9-20
                              Vlll
6059A

-------
                         LIST OF TABLES
                           (continued)

Table No.                    Title                        Page

   10-1     Comparison of actual and estimated values
            for the natural log of the total VOC
            concentration in the processed soil -
            low temperature                               10-7

   10-2     Comparison of actual value of natural log
            of total VOC's concentration in processed
            soil with estimated value - middle
            temperatures                                  10-11

   10-3     Comparison of actual and estimated values
            for the natural log of the total VOC
            concentrations in the processed soil -
            high temperatures                             10-15

   10-4     Comparison of actual versus estimated values
            of temperature of the processed soil - high
            temperatures                                  10-18

   10-5     Comparison of VOC concentrations in the
            excavated and feed soils                      10-22

   10-6     Soil composition/conditions from Test Runs
            24,  25,  and 26 (Reproducibility of treatment)  10-29

   10-7     Soil composition/conditions from Test Runs
            27 and 28 (Reprocessing of treated soils)     10-31

   10-8     Average soil densities for low,  medium,  and
            high temperature test runs                    10-32
6059A

-------
    1.  EXECUTIVE SUMMARY

    Soils  at  several U. S. Army-Material Command (AMC) instal-
lations  have  been  contaminated  with   a  variety  of  organic
compounds  as  a  result  of  past  solvent  handling  practices. In
many  cases  the contaminated  soil  has resulted  in  the degrada-
tion of underlying groundwater supplies.

    In order  to  limit  further contaminant  migration,  the U. S.
Army Toxic  and Hazardous  Materials Agency  (USATHAMA)  is inves-
tigating  technologies  to  effectively  treat  the  contaminated
soil.  One  treatment alternative   is  low  temperature  thermal
stripping  of  volatile  organic  compounds  (VOC's)  from  soil.  A
pilot study was conducted at  Letterkenny Army  Depot  (LEAD)   near
Chambersburg,   Pennsylvania  from 5  August 1985  to  16  September
1985 to determine the feasibility  of  this technology for future
remedial action projects  at Department of Defense (DOD) instal-
lations .

    Soils  from the  site  of  two  lagoons  that  were  apparently
used  for  the  disposal  of  organic   liquids  were  chosen  for
treatment.  This   selection  was  based   on  the  type,   variety,
concentration, and  volatile  nature  of  the  compounds  found in
this area. Two types  of soil  existed  at this site:   fill   soil
and native  soil.  A grain size analysis  indicated  that the   fill
material  consisted  of  gravelly   sands,  and  the  native   soil
consisted of sandy clay/sandy  silt.

    Soils were treated  in a thermal processor, an indirect   heat
exchanger  which  was  used  to heat   and consequently  dry  the
contaminated  soil.  The  net effect of  heating the soil  was to
evaporate  volatile  contaminants  in  the soil.  A  carrier  gas
(i.e., air) was  introduced  to the unit  to  enhance  contaminant
removal.  Contaminants in the  off-gases  were  thermally  destroyed
in an afterburner.

    The pilot  investigation was  completed  in  two  phases.  Phase
I consisted of 18 test runs  completed to  evaluate  the  effect on
VOC  removal  efficiency  of  varying operating  conditions,  i.e.,
soil discharge temperature,  soil residence  time, and  air  inlet
temperature. The  18  test  runs were designed in  a  matrix format
to  investigate  three   levels  of  soil  discharge  temperature:
50°C,  100°C,  and   150°C;    three  levels   of  soil   residence
time:  30 minutes, 45 minutes,  and 60  minutes;  and two levels
of air  inlet  temperature: ambient  and 90°C.  Phase  I  test   runs
were conducted from 5 August 1985  through 26 August 1985.
                               1-1
6059A

-------
    Phase II of the Pilot  study  consisted of 10  "optimization-
test runs.  The  purpose of the  optimization runs was  fourfold:
1) to evaluate the effect  on  VOC -removal efficiency of  varying
operating conditions beyond  the  limits  set  for  Phase  I  of  the
investigation  (i.e.,   maximum  soil  discharge  temperature  and
maximum  soil  residence time);  2)  to  evaluate  the VOC  removal
rate along  the length of  the   unit;  3)  to evaluate  the  VOC
removal efficiency associated with three  "duplicate"  test runs
to determine  if  the  treatment  was  consistent  and  comparable;
and 4}  to  evaluate the VOC  removal  efficiency associated with
reprocessing treated  soils that  still contained a VOC  residual.
Phase II  test  runs were  conducted  from 27  August  1985  through
16 September 1985.

    The  data  from  the pilot  investigation  was  statistically
analyzed  using  multiple  linear  regression  techniques.  The
objective  of  the  analytical  approach  was  to  develop  simple
linear equations that  would  identify those  input or  controlled
variables that had  a  greater  significant  impact on  the  response
variable of  concern;  in this case,  the concentration  of  total
VOC's  in   the   processed  soils.   The   statistical   analysis
techniques were successful.  Simple linear  equations which were
statistically  significant  were  developed  for  design   of  a
full-scale  system   operating  at  low,   medium,   or  high  soil
discharge temperature.

    Based on review of  the data  associated with  all test  runs,
the following conclusions  are  presented:

     1.   The low temperature  thermal shipping technology  is an
         effective  means of removing  VOC's from soil.
     2.   VOC removal  efficiencies  associated with  an  elevated
         air inlet temperature  are generally  lower than  those
         associated with an ambient air inlet temperature.
     3.   An  exponential   relationship   exists    between   VOC
         concentrations in  the   processed  soil  and those  input
         and control  variables determined  to have  a significant
         contribution in the  statistical analysis.
     4.   Correlations  developed  to predict  the  VOC  concentra-
         tions in  the  processed  soil   and  soil  discharge tem-
         perature   are   site-specific  and  applicable  to  three
         distinct   soil  discharge   temperature   ranges.   The
         validity   of  the correlations  for  different  soil  and
         contaminant  types is  questionable.
     5.   Moisture   in   the  feed  soil  and  residence   time  are
         statistically  significant  variables   in   all  corre-
         lations (i.e.,  low,  medium,  and  high  soil  discharge
         temperatures) .


                              1-2
6059A

-------
     6.   An organic  vapor  analyzer  (OVA)  can -be utilized  to
         estimate the VOC  concentrations in  the discharge  air
         stream;  however,  the instrument manufacturer  should  be
         consulted to determine  if the pump suction  pressure  is
         appropriate  for the specific application.
     7.   A mobile mass spectrometer can be utilized  to generate
         reliable qualitative  information  concerning  VOC's  in
         the  discharge   air  stream.   However,   considerable
         attention needs  to be  given to  sampling methods  and
         quantitative instrument  calibration.
     8.   Fugitive emissions  of VOC's occurred from the  time  of
         excavation  of soils to  the  time  soils  were fed  to  the
         thermal   processor  (estimated  total   VOC's   fugitive
         emissions was 9.02  percent).
     9.   The low  temperature thermal processor  can  be designed
         to achieve  specific VOC clean-up objectives.  The level
         of residual  VOC's   in  the processed  soil is a  direct
         and predictable function of:

         (a)  VOC concentration  in the feed  soil,
         (b)  Processed  soil temperature,
         (c)  Soil residence time within  the thermal  processor,
         (d)  Heat input rate to  the thermal processor, and
         (e)  Moisture content of  the feed soil and  processed
              soi 1.

         Depending on the VOC  type and range of concentrations
         in the   feed  soil  for  a  specific   site,   the  other
         variables (i.e.,  processed soil temperature,  residence
         time,   heat  input   and  moisture   content)   can   be
         incorporated  within  the  overall  system  design   to
         achieve  a wide range of  target  clean-up  levels  (i.e.,
         100  ppm,   10  ppm,   1   ppm,   etc.).   However,  if  the
         clean-up objective  is  "no  detectable  VOC's  in  the
         processed   soils,"   then,    based    on   this    field
         demonstration program,  a processed soil  temperature  of
         higher   than  233°C  and  a  residence   time of  over  90
         minutes  would be  required.
    10.   Treatment is reproducible  and comparable if  feed soil
         composition/conditions   are  similar   (i.e.,   moisture,
         VOC concentration).
    11.   Reprocessing of treated  soils that  still  contained  a
         contaminant   residue  reduced  the  VOC  concentration
         significantly;  however,  a  residual  still existed.
                              1-3
6059A

-------
    12.   Stack  tests conducted  during  Test Runs  8,  9,  and  10
         indicated  that no  detectable  levels  of  the  principal
         organic  hazardous constituents  (POHC's)   were  present
         in  the  exhaust  emissions  (i.e.,  100  percent  destruc-
         tion removal efficiency (ORE)).

    13.   Stack  tests conducted  during  Test Runs  8,  9,  and  10
         demonstrated   that  particulate  and  hydrogen  chloride
         emissions   did not  exceed  regulatory   limits   during
         these  test  runs.  (No  comment  can be  made  regarding
         other  test  runs as no stack  testing was completed.)
                              1-4
6059A

-------
    2 .,  INTRODUCTION
    2.1   Background.  Soils   at   several   U.S.   Army  Material
Command  (AMC)  installations  have  been  contaminated  with  a
variety  of  organic  compounds  as  a   result  of  past  solvent
handling practices.  In  many cases  the contaminated soil  has
resulted in the degradation of underlying groundwater supplies.

    In  order  to limit further  contaminant migration,  the U.S.
Army Toxic and  Hazardous  Materials Agency   (USATHAMA)  is  inves-
tigating  technologies  to effectively  treat  the  contaminated
soil.  One  treatment   alternative  is  low  temperature  thermal
stripping of  volatile  organic  compounds  (VOC's)  from soil.  A
pilot study was conducted at the  Letterkenny Army  Depot  (LEAD)
near  Chambersburg,   Pennsylvania   from  5   August  1985  to  16
September 1985  to determine  the  feasibility of  this  technology
for  future  remedial action  projects at Department  of  Defense
(DOD) installations.

    2.2  Purpose.  The  purpose  of  this  report is to present  the
results and conclusions of a pilot investigation that evaluated
the concept of  low  temperature  thermal  stripping of  VOC's  from
soil. A description of test  conditions  and process  equipment is
contained herein.

    2.3  Objectives of  the pilot  study. The primary objective
of the  pilot  investigation was to determine the  feasibility of
the  low temperature  thermal  stripping  technology  for  future
remedial action projects  at  DOD installations.  Secondary  objec-
tives included:
    (a)



    (b)


    (c)

    (d)



    (e)


    (f)
Determination   of   the   impact   of   varying   design
parameters  on  system   performance   (e.g.,   operating
temperature,  residence time,  air temperature, etc.).
Determination  of  the  optimum  range
parameters for the pilot system.
of  operational
Identification of full-scale design criteria.

Evaluation of  the off-gas  pollutant levels  to  deter-
mine if air pollution control devices are  required for
full-scale implementation of the process.

Preparation of  engineering cost  estimates for  appli-
cation of this technology.

Identification of any future research needs  for  system
optimization.
6059A
                              2-1

-------
    2.4  Report• organization. The
report has been organized into 13
                information
               sections:
contained in this
    Section

       1
       2
       3
       4
       5
       6
       7
       8
       9
      10
      11

      12
      13
          Title

Executive Summary
Introduction
Test Site
Description of the Process Equipment
Pilot Study Framework
Typical On-Site Activities
Experimental Variables
Sampling Techniques and Analytical Methods
Presentation of Data
Analysis of Results
Comparison of Test Results to
Regulatory Criteria
Full-Scale Design Considerations
Conclusions and Recommendations
    References cited  throughout  the  report  are  provided  in  a
separate listing at the end of the report.
    The  Appendices
analyses:

    Appendix
       B
       C
       D
       E
       F
       G
       H
       I
  (Volume  2)  provide  additional  data  and


                     Title

          Organic  Waste  Characteristics  of
          Site   Soils   at   LEAD  (determined
          during preliminary investigations)
          Grain    Size    Gradation    Curves
          Corresponding  to  Fill   Soil  and
          Native Soil
          Air Sampling Techniques
          Federal Regulations
          Analytical Methods
          Field/Analytical Data
          Mass/Energy Balances
          Supplemental Data
          Statistical Analytical Approach
6059A
                               2-2

-------
    3.  TEST SITE

    3.1   Test  site  location  and' description.  The  pilot  study
was  conducted  at  the  Letterkenny  Army  Depot  (LEAD).   LEAD,
formerly  known  as  Letterkenny  Ordnance  Depot,  consists of 7,899
hectares  (nearly 20,000  acres) of  land  situated in  the  south-
central  section of  Pennsylvania  in Franklin  County,  near  the
city of  Chambersburg. A  site  location  map for  the  installation
is presented in Figure 3-1.

    LEAD  was  established  on 7 January 1942 with  the mission of
ammunition  storage.   The  present  expanded   mission  of  LEAD
includes  the  receipt,   storage,   inventory,   maintenance,  and
demilitarization of  ammunition;  the  overhaul, rebuilding,  and
testing  of  wheeled  and  tracked  vehicles;  and  the  issue  and
shipment  of  Class  III chemicals and  petroleum.1  Some facility
operations  have   included  cleaning  and  stripping,  plating,
lubrication,  demolition,  chemical  and   petroleum transfer  and
storage, and washout/deactivation  of ammunition.2

    The  pilot  study was  conducted  in  the   East   Patrol  Road
Disposal  Area   (EPRDA).  EPRDA is   located  east  of  California
Avenue,  south  and  west  of  East  Patrol  Road,   and  north  of
Building  370.  Approximate   locations   of  the  excavation  and
processing  areas are shown  in Figure  3-2.  The processing area
was located approximately 300  feet  north and  260 feet west  of
the excavation  area.  For illustration,   an  aerial photograph of
the excavation and  processing  areas  is  shown in Figure 3-3.

    3.2   Waste  characteristics.  Previous  efforts have identi-
fied and  quantified  the contaminants present  in  the site soils
at LEAD. Brief descriptions  of past  investigations  are included
in the following subsections.

    3.2.1   LEAD remedial  investigation  and   feasibility  study
(RI/FS). A  field sampling and  analytical program was completed
by WESTON  in  early June  1983.3 The purpose of the  program  was
to define and quantify the levels  of contamination which existed
at  seven potential  hazardous  waste disposal  sites  located  in
the EPRDA.  The  locations of   the  disposal  sites  are  shown  in
Figure 3-4.
                              3-1
6059A

-------
          ^•Wi^Bi^lMB««m^MB*MMa^BBn«V

               NEW YORK
     i                     O
     I    PENNSYLVANIA    I   •
OHIO ft "J8-0"0"      HAi,«sau*G   \ NJ
    /I               * *HitAoeL*N»
  /L.        -      *'    •
  ; W.VA L,
MOT TO SCALE
           LETTEBKEMNY
           ARMY DEPOT
FIGURE 3-1  GENERAL LOCATION MAP OF THE STUDY AREA ON THE
           LETTERKENNY ARMY DEPOT, FRANKLIN COUNTY, PENNSYLVANIA
                              3-2

-------
U)
I
OJ
                                                     Processing Area
                                                    40' x 40' Concrete Pad
Combutllon Air Fan
    Exhauil
    Gat Manifold
      OH Healet
            Well E 7
                                                                                        40 0  40  80 Fl.
                                                                                         Scale In Feel
                               FIGURE 3-2  LOCATION MAP OF THE PROCESSING AND
                                           EXCAVATION AREAS ON THE LETTERKENNY ARMY DEPOT

-------
I
.fc.

                        FIGURE 3-3  AERIAL PHOTOGRAPH OF THE PROCESSING AND
                                  EXCAVATION AREAS ON THE LETTERKENNY ARMY DEPOT

-------
Suspected contamination sources at LEAD

  A. Waste disposal trenches
  B. Clay-lined oil burning pit
  C. Landfill
  D. IWTP lagoons
  E. Oil burning pit
  F. IWTP ditch sludge burial spread
  G. Landfill
  H. Landfill
   I. Landfill
  J. Landfill
 K-1. Lagoon
 K-2. Partial revetments
 K-3. Revetments
 K-4. Linear magnetic anomaly
Source Ballelle. December, 1982 (Geophysical Report)
                  FIGURE 3-4  LOCATIONS OF POTENTIAL CONTAMINANT SOURCES
                              EAST PATROL ROAD DISPOSAL AREA, LETTERKENNY ARMY DEPOT

-------
    During the  program,  excavation  trenches,  excavation  pits,
and soil/waste borings were established  on  the EPRDA site in an
effort to  identify  the vertical  and  horizontal  extent  of  con-
tamination.  A  50-foot  grid  system  was established  over  the
seven potential  waste disposal  sites.  At  the intersection  of
grid  lines,  soil  borings  were drilled and  samples  collected at
various   depths   from  1.5  feet  to  bedrock  (approximately  25
feet) . The field  investigation  determined that  at  least  six
major areas   contained  high  levels  of   organic   contamination
and/or high   levels  of heavy  metals. The   field  data  further
established  that  disposal  of   hazardous   materials   was   not
limited   to  definable  areas  of  trenches,   pits,  and  lagoons.
Detailed  organic results  from the  laboratory analysis  of boring
samples   are   contained in the   referenced  RI/FS  report.   For
convenience,  a summary table  is  included  in  Appendix A.

    Based  upon  review  of  the type and  extent of  contamination
found in  the  major  areas, soils  from Area  K-l were chosen for
treatment  in  the  pilot   study.   This  selection  was  primarily
based on  the  type,  variety,  concentration,  and volatile nature
of the compounds  found in this  area.  Area  K-l  is  the  site  of
two  lagoons  that  were apparently  used  for  disposal of  organic
liquids.   The  overall  dimensions  of  the area  were  originally
estimated  to  be  200  feet long  by 50 feet  wide,  based  upon  a
1965  aerial  photograph.  The  actual dimensions  are not  known;
however,   based  upon  trenching,  the area  is estimated  to  be at
least 110  feet  wide  in  some  places.  To  further  quantify  and
delineate  the areas  of contamination, a  follow-up  sampling and
analysis  program was  completed in Area K-l  immediately prior to
the pilot study.

    3.2.2  Follow-up  waste  characterization of  soils  in  area
K-l.  Based upon  review  of  the  laboratory analysis  completed
during the RI/FS,  the soils  in  proximity to waste  borehole 31
(WB-31),   i.e.,   the  most  highly  contaminated  borehole,   were
selected   for  treatment in  the  pilot  study. To further assess
the  lateral and vertical  extent  of contamination  in  this  area,
a field  sampling  program  was conducted  on   10, 11,  and  12  June
1985. Eleven  boreholes were drilled to a  depth of  10 feet.  Five
composite  soil  samples per borehole  were collected  at  various
depths.   The  location of   the  boreholes,   relative  to  WB-31, is
                              3-6
6059A

-------
shown  in  Figure 3-5.  All  soil samples  were  analyzed for those
volatile  organic  compounds  (VOC's)   listed  on  the  Hazardous
Substance List  (HSL).  A list of the VOC's contained on the HSL,
as well as their detection  limits,  is  provided  in Appendix A. A
list  of  those  compounds  determined  to  have been  present,  as
well as the concentration  ranges,  is  also contained in Appendix
A. For  convenience,  a  list of major  compounds  found is shown,
along with maximum and average concentrations, in Table 3-1.

    3.3  Site/soil characteristics.

    3.3.1  Site characteristics. As stated in Subsection 3.2.1,
Area  K-l  is  the  site of  two  lagoons that were  allegedly used
for the disposal  of  organic liquids,  as evidenced  by  the high
concentrations  of  organic  contaminants  found  in  the  soil.
However, excavation operations conducted  during  the pilot study
indicated that  a  wide variety of  miscellaneous  debris  was also.
deposited at  this  site.  Typically, at a  depth  of approximately
3  to  5  feet  an  assortment  of  miscellaneous  objects  were
unearthed;  i.e.,   brake  drums,   wire,  bolts,   metal  washers,
bottles,  shell  casings, rubble,  and  trash.  In  addition,  based
upon the  recommendation  of various LEAD personnel,  late  in the
program  site  soils   were   tested  for  asbestos.  Test  analyses
confirmed the presence  of  low  levels  of  asbestos,  probably due
to past disposal practices.

    3.3.2  Soil characteristics.   The soil series  for  Area K-l
are classified as Urban Land. According to the Soil Conservation
Service  (SCS)  of  Franklin  County, Pennsylvania, urban  land  is
land  that  is  so  altered  that  identification of  soils  is  not
feasible.  Included in this  classification are  areas  that  have
been  cut  and  filled  with  earthy and   trashy  material.  This
series generally  consists  of nearly  level  to sloping  land that
has been  affected by  urban development.  Included  in  this  unit
are soils  that have  been  cut and filled with  earth  and' trash
material.

    Excavations in Area K-l  during  the  pilot   study  indicated
that  a  gravelly   sandy  silt  fill covered  the  surface  to  an
approximate  depth of 2 feet. From  two to  five feet  below ground
surface,  miscellaneous  fill material  consisting of  gray silty
clay  with sand,  gravel,  black  ash,  and  metallic debris  was
encountered.   Native   soils varying  from  orange,   brown  sandy,
gravelly  plastic  clays  to  slightly  plastic  clayey silts  were
generally observed between 5 to 7  feet.  In addition,  a perched
water  table  was occasionally observed  at the interface  of  the
native soil  and fill.
                               3-7
6059A

-------
                                Well E-S

                                  9
                                                        Processing Area

                                                      40 " 4° C
-------
    TABLE 3-1.
CONCENTRATION RANGE OF VOC'S DETERMINED TO BE
PRESENT IN AREA K-l (BASED ON TESTING PERFORMED
ON 10, 11, 12 JUNE 1985)
Volatile -
organic
compound
1,2-Trans Dichloroethylene
Trichloroethylene
Tetrachloroethylene
Xylene
Other VOC's
Average
concentration
(pptn)
115
222
95
7
7
Maximum
concentration
(ppm)
>1/300
>3,500
>3,800
47
600
(i.e., Chlorobenzene,
ethylbenzene, Methylene
Chloride, Toluene, Vinyl
Chloride, ClO-allyl Benzene,
Dichlorobenzene, Methyl ethyl
benzene, n-propylbenzene,
Trimethyl benzene)
                               3-9
6059A

-------
    Previous soil borings  conducted  at  Area K-l  Site  indicated
that  these native  fine-grained  soils  extended  to  a  depth  of
approximately 22 to 27 feet below- ground  surface,  where  bedrock
was encountered.

    Two soil samples  (fill,  native soil)  representative  of soil
types  treated  utilizing  the  low  temperature  thermal  stripping
technology  were retained  for  sieve  and  hydrometer grain  size
analysis.   Results  of  grain  size analysis  indicate  the  fill
material  consists  of  gravelly  sands,  and  the  native  soil
consists of sandy clay/sandy silt. These  results  are consistent
with  field observations documented  during this  study.  Plotted
grain  size gradation  curves  for these  two  soil   samples  are
retained in Appendix B of this report.

    3.4   Environmental  permitting.   In  the  early  stages  of
program development,  representatives from  USATHAMA and  WESTON
met with representatives from  the U.S.  Environmental Protection
Agency  (EPA)  Region  III  and   the  Pennsylvania  Department  of
Environmental  Resources   (PADER).  At  that   time,   background
information  concerning  development   of  the  thermal  stripping
process, selection  of  LEAD as  the testing site,  and  technical
details of the  process and  equipment  were  presented  to  the
agencies for  review.   The  point  was  emphasized that  the  pilot
study was  a generic  research  program and  in  no way a  specific
remedial action project  for LEAD.  The three  areas that  were
identified  as having  a potential  environmental  impact  were  air
emissions,  processed soil,  and decontamination water.

    3.4.1   Air  emissions.  The  main area of concern in  the pilot
study  centered  on  the  issue  of  air  emissions.  The  proposed
process  design  included  treatment   of  the  off-gases   in  an
afterburner  operating  at   a  minimum  temperature  of  1,000°C
(l,832°F)  and a residence time of greater  than 2 seconds.

    Theoretically,   the  proposed   afterburner   system  would  be
sufficient   to  affect  the  thermal  destruction  of  the  VOC's  in
the  off-gases.  However,  to  demonstrate the  efficiency  of  the
afterburner the  agencies agreed  that stack  gas  sampling  would
be  conducted  at  a  selected  low,  medium,   and high  VOC-inlet
loading condition. PADER was  subsequently  supplied with  a  copy
of  the  test plan"  describing  the proposed test  runs,  detailed
technical   aspects  of   the  process  equipment,   and   proposed
sampling methods.
                              3-10
6059A

-------
    The  test  plan  was  reviewed  by  the  Air .Quality  Control
Section of  PADER.  Upon  review,  PADER  raised  no  objections  to
the  execution  of  the  pilot  investigation.   In  view  of  the
relatively short duration of  the  pilot study,  PADER determined
that the process was exempt  from permitting requirements.

    3.4.2   Disposal  of  the  processed  soils.  Originally,  the
test plan submitted to PADER  dictated  disposal  of  the processed
soils in a  licensed hazardous waste  disposal facility. However,
upon  review  of the  test  plan,   the  Solid  Waste  Management
Section of  PADER  granted  approval  to  redeposit  the  processed
soils at  the excavation area from  which  they were originally
removed. The basis  for  this  decision  was twofold.  First,  the
U.S. Army will be completing  full scale cleanup  measures in the
future.   This  remedial  action will  address  all   site  soils.
Second,   the  thermal  stripping  process  does  not  render  the
processed  soil  more  hazardous than the  soil  in its  original
state.  In fact,  application  of this  technology  should  result  in
reduced concentrations of VOC's.

    3.4.3  Disposal  of  the  decontamination water.  Originally,
the  water  generated  during  decontamination  of  personnel  and
equipment was  to  be collected  for  proper disposal  at  the LEAD
industrial wastewater treatment plant. However,  the  Solid Waste
Management Section  of PADER  granted approval  to  redeposit  the
decontamination water  at the excavation  and  processing  site.
The primary  reason  for approval was  that all site soils will  be
addressed in future remedial actions.
                              3-11
6059A

-------
    4.   DESCRIPTION OF THE PROCESS EQUIPMENT

    The concept of low temperature thermal stripping essentially
couples two removal mechanisms:

    (a)  Removal by thermal volatization, and
    (b)  Removal by aeration.

    To determine  the singular  effect  of these  removal  mechan-
isms, two types of equipment were used for the pilot study:

    (a)  A  thermal  processor to determine  the  effects of ther-
         mal volatization, and
    (b)  An aeration unit to evaluate the aeration effects.

    The thermal  processor was  a pilot-scale  piece of equipment
that was able to continuously process from  100  to  265 pounds of
soil per  hour,  depending on  soil  residence  times.  Test  condi-
tions were varied using the  thermal  processor,  and an extensive
soil and  air  sampling  program was  completed.  The aeration unit,
on the other  hand,  was strictly  a  bench-scale  piece  of  equip-
ment able only  to  process  a  batch of  10 pounds  of soil  per
test.  A  less  rigorous  testing  and  sampling   program was  con-
ducted  on  the  aeration  unit.  As  such,  an  "apples-to-apples"
comparison  of  the  two pieces  of  equipment is  not  valid since
the  evaluation  of   each  unit  was  not  equal.  Therefore,  the
aeration unit will be  evaluated as  a  bench-scale  investigation
in  a   separate  report. This document  will  evaluate only  the
pilot-scale thermal processor.

    4.1  Thermal processing system. The  thermal  processor is an
indirect  heat  exchanger  which  is  commonly used to  heat,  cool,
or dry  bulk solids,  slurries,  pastes,   or  viscous  liquids.  In
the pilot  test  application, the thermal processor was used to
heat and  consequently  dry contaminated  soil.  The net  effect of
heating the soil was  to evaporate  volatile  contaminants  from
the soil.  A carrier  gas  (i.e.,  air)  was introduced  to the unit
to enhance  contaminant removal. An  illustration of  the  thermal
processing system is presented  in  Figure 4-1. A description of
each component of the  thermal  stripping  process is contained in
the following subsections.

    4.1.1    Feed  soil  system.  Depending upon  the  desired  soil
residence  time,  the  soil  feed  rate  varied  throughout the pilot
investigation. However,  the cycle  feed  rate  (i.e.,  weight  of
soil  per   loading  cycle)  remained  constant.  Approximately  10
pounds  of  soil per  loading  cycle were  fed to the  unit at regu-
lar intervals. An  air-tight rotary valve mechanism  was used to
introduce  soil  to the  thermal processor.  A   schematic  of  the
feed soil  system is shown in Figure 4-2.

                              4-1
6059A

-------
                                                              AIR TO
                                                           ATMOSPHERE
 HOT OIL
RESERVOIR
                                              AIR CONTAINING
                                              STRIPPED VOC'S
  'OIL HEATING
    SYSTEM
                                               COMBUSTION AIR
                                                  BLOWER
                           AIR
                        PREHEATER
              Figure 4-1.  Thermal processing system.
                               4-2

-------
             Hopper
                                    Soil
                                to Processor
*Note: During each feed cycle the rotary valve would
     rotate 180° in the direction shown.
                                                        Lid
                                                     Air Lock
          FIGURE 4-2  SCHEMATIC OF ROTARY VALVE FEED MECHANISM
                                   4-3

-------
    The  rotary  valve assembly was housed in  a  feed  hopper that
was  equipped  with  a safety  latch.  The  valve  was  not  opera-
tional  unless  the  hopper  lid was  in  the closed  position.  The
soil was  loaded into an  empty cavity of the rotary valve.  As
required,  the  loading  operator  manually  activated  the  valve
switch.  The  valve  slowly rotated  180°,  discharging  the  soil
into the  front  end  of  the processor.  As the rotary valve was of
symmetrical construction  (two  of  the  six  vanes were  removed to
facilitate feeding),  upon rotation  an empty cavity was  posi-
tioned  in the  upright  position,  ready  for  the  next  loading
cycle.

    As  shown in  Figure  4-2,  the  vanes of  the valve maintained a
constant air lock, even during rotation. This  air  lock  was used
to  prevent  air  from being drawn  into  the  system  and  fugitive
emissions from escaping into  the  atmosphere.  Fugitive  emissions
were  further   prevented by  constantly maintaining  a  negative
pressure within the thermal processor.

    4.1.2  Thermal  processor. The  thermal  processor  consisted
of a jacketed  trough which housed a double-screw mechanism.  The
Holo-FliteR screws  were seven inches  in  diameter  and  ran  the
entire  length  of the trough.  The screw shafts  and  flights were
hollow  to  accommodate  circulation of  the  heat  transfer  liquid
(i.e.,  hot oil).   The  oil  flowed  through  the  flights  in  a
direction  cocurrent to  the  movement  of  the  soil.   The  oil
entered  the  unit  at   the  soil   feed  end   of  the  processor,
circulated through  the  flights,  and  flowed  back  through  the
shaft  to  exit  the  unit  at  the   same  end that  it entered.  An
internal view of the thermal  processor is  shown in Figure 4-3.

    The  trough  jacket  also  circulated  hot   oil,   providing
additional heat  exchange  with  the soils  being processed.  The
side clearance  between  the screws  and  the  trough was  l/2.-inch
and  the bottom clearance  was  3/4-inch.  The  screws were driven
at various rotational speeds  via  a chain drive  connected to  the
gear  reducer   located   beneath  the  conveyor.  The  continuous
action  of the  screws   promoted   forward  movement of  the  soil
through  the trough.  The screws were  set  in  the  trough  so that
the .flights of  the  two  screws meshed with  each other  to  break
up the  soil and improve heat  transfer.

    The  area .above  the twin  screws  was  covered  by a  hood as
shown in  Figure  4-3. The  hood was equipped with  three  vertical
plates  tnat extended from  the top of  the  hood to within a small
clearance  of  the twin  screws. The  plates   separated  the  head
space  in the   unit  into three equally  sized sections.  One  air
exhaust port was connected to each section  to facilitate remov-
al of vapors via three  exhaust lines.

                               4-4
6059A

-------
FIGURE 4-3  INTERNAL VIEW OF THERMAL PROCESSOR

-------
    The processsor used during  the  evaluation was a pilot-scale
unit;  larger  units  are  available.  Full-scale  processors  are
equipped  with  a  variety  of  options.  Four  screw  sizes  are
available  (i.e.,   7-,   12-,   16-,  and  24-inch  diameter).  The
screws vary in  length  from 10 feet to 24 feet, depending on the
screw  diameter.  The processor  is  fabricated  with either  one,
two, or  four  screws per  unit.  A variety  of  drive arrangements
are  available to  alter  the  screw speed  to  meet  individual
requirements.

    Although  various   screw  and   trough    arrangements   are
available, the  side  and  bottom  clearances  between the  flights
and trough remain  fixed at 1/2-inch and 3/4-inch/ respectively,
regardless of screw  size. If  jamming  problems  are  anticipated
and  larger  clearances  are required, the unit  must be specially
fabricated  (i.e.,  flights  are  machined down  to  the  desired
diameter). For informational  purposes,  no  jamming problems were
encountered with the screws  and trough during the  pilot study.
Efforts  were  made  to   screen  out  large  objects;  however,
occasionally  oversized items  were  inadvertently  fed  to  the
processor and exhibited no adverse  effects (with the screws and
trough). Also,  during  a  dry  run with uncontaminated  soil/  the
hood was  allowed  to  remain open, and  the operation of  the unit
was observed.  Large objects,  purposely fed to the  unit, merely
straddled  the top  of   the  flights.  No jamming  problems  were
experienced.

    4.1.3  Processed soil  handling system. The discharge end of
the  Holo-Flite"  processor  incorporated  an  air-tight  rotary
valve mechanism, similar  to  that used  in  the feed  system.  For
illustration,  a  photograph of the soil  discharge  gate  is shown
in Figure 4-4. The valve  mechanism was motor-driven  and was in
continuous  operation  while  the screws  were  rotating.   The  air
lock sealed the unit from  air  infiltration  and prevented exces-
sive dust generation inherent in the dry processed soil.

    The continuous  discharge of soil was  collected  in  open top
55-gallon drums.  A fabric  shroud  and  sealing band  around  the
top  of   the   processed   soil   drum  minimized   fugitive  dust
emissions.  The  drums  were  situated  on  a  roller conveyor  to
facilitate their removal and  replacement.
                               4-6
6059A

-------
I
-J
                                         FIGURE 4-4  SOIL DISCHARGE GATE

-------
    4.1.4  Hot  oil  system.  The source of heating  fluid  for the
thermal processor was  a  Chromalox Type COS  Hot Oil  Heat  Trans-
fer  System:  Model  COSX-650-80,  rated at 80  kilowatts   at  480
volts. The heat exchange fluid was Monsanto  Therminol  66, which
had a temperature range of ambient to 315°C  (600°F).

    The system  was  self-contained and consisted of  an oil res-
ervoir, heater  element  system,  temperature  control  system,  ex-
pansion tank,  high  temperature pump,  controls, and  steel hous-
ing.

    The hot oil  for  a  given test  was  delivered via piping  and
valving to  each of  the  Holo-Flite*  screws  and subsequently  to
the thermal processor trough.

    4.1.5  Air  systems.  A carrier  gas  (i.e.,  air)  w-as  circu-
lated  through  the  unit to enhance contaminant  removal.  The air
passed through a preheater and entered the thermal  processor  at
a  controlled  temperature.  Once   inside,  the  air  stream  was
forced to travel a  tortuous  path by  flowing  through  the  divided
sections of the  processor. Off-gases were removed  through three
ports  located in the hood of  the  processor,  as shown  in  Figure
4-5.  The  three-leg  manifold  combined into  a  main header.  An
induced  draft   fan  was  located  downstream  of- the  header  and
provided  the  motive  power   to  induce   air  flow  through  the
system. A brief description  of the individual components  of the
air system is contained in the following  subsections.

    4.1.5.1  Air inlet  system.

    4.1.5.1.1  Air preheater.  A Chromalox Process  Heater (Model
GCH-60905-E4) was used to raise the  temperature of  the  process
air during selected test  runs.  The electrical  resistance heater
was rated at 9  kilowatts  at  480 volts.  It was  equipped  with  a
temperature control  system  that enabled  the temperature  of the
air to be heated from ambient  to approximately  90°C (200°F).

    4.1.5.2  Off-gas system.

    4.1.5.2.1   Air  manifold  system.  The gases  generated  and
drawn  through  the   thermal  processor  were  removed  through  the
three  ports  located  in  the  hood.  Each leg  of  the manifold
system contained an air  orifice for  balancing  air  flows  as well
as  individual  ports for  off-gas  sampling.  The  manifolds  fed
into a main  header  which  had  its  own test port.  The main header
was ducted to the entry of the induced  draft  fan.
                              4-8


6059A

-------
FIGURE 4-5  OFF-GAS DISCHARGE LINES

-------
    4.1.5.2.2  Damper.  The main  header contained  a damper  to
regulate the flow of  air  through  the thermal processor.  In  the
fully open  position,  approximately 200 dry  standard cubic feet
per  minute   (dscfm)  of  air  flowed  through  the  system.  The
minimum air  flow,  corresponding  to a  nearly closed  position,
was approximately 75  dscfm.

    4.1.5.2.3  Induced  draft  fan. An  induced  draft  fan  was
located  downstream   of  the  manifold  system.  It  provided  the
motive power to  induce  air flow  through  the  system.  The  dis-
charge of  the  fan was  fed  directly into  the afterburner  and
served as combustion  air.

    4.1.6  Emission control system.

    4.1.6.1   Afterburner.  The afterburner operated  at  a  minimum
temperature   of  1,000°C  (1,832°F)  and  a   residence  time  of
greater  than two  seconds.  The  afterburner  was  propane-fired
using a North American  burner  rated at  1.5  x 10  million British
thermal units per hour  (Btu/hr).  Safety controls on  the  burner
included  a   combustion  air pressure  switch,  gas  low  pressure
switch,  gas  high  pressure switch,   burner safety  control  system,
low fire switch,  and  ultraviolet (UV)  flame  safety.

    4.1.6.2   Refractory-lined stack. The  refractory-lined stack
was 18 inches in  diameter  and  20 feet high.   It housed  two ther-
mocouples: the  first for  controlling burner  temperature and the
second for a system high temperature alarm.

    4.1.6.3   Propane  System.  Two   propane tanks  were  available
to provide  fuel  for  thermal destruction of   the VOC's.  The pro-
pane was piped directly from  the  tanks  to the gas  train  of  the
afterburner  system.

    4.1.7  Electrical supply.  A diesel-fired generator supplied
electrical power  during the  pilot investigation. The  generator
was  rated at 250 kilowatts and  supplied  115/480 volt  power to
the process  equipment.
                              4-10
6059A

-------
    5.  PILOT STUDY FRAMEWORK

    The  pilot  study  was  completed  in  two  phases.  Phase  I
consisted of  18  test runs  completed  to evaluate  the  effect on
VOC  removal  efficiency  by  varying  the  following  operating
conditions:

    (a)  Soil discharge temperature,
    (b)  Soil residence time, and
    (c)  Air inlet temperature.

    The  18  "base  case"  test  runs were  designed  in  a  matrix
format   to    investigate    three   levels   of   soil   discharge
temperature:   50°C,   100°C   and   150°C;  three  levels  of  soil
residence time:   30  minutes,  45  minutes,  and  60  minutes;  and
two levels of air inlet temperature:  ambient  and  90°C.  Phase I
test runs were  conducted from  5  August 1985  through  26  August
1985.

    Upon  completion  of  Phase   I  of   the  pilot   study,   an
additional 10 "optimization"  runs were  completed as Phase II of
the pilot investigation.  The purpose of  the  optimization  test
runs was fourfold:

    (a)  Test Runs 19,  20,  21 - To evaluate  the effects  on VOC
         removal  efficiency  by   extending  the  soil  residence
         time and soil discharge temperature to  values  beyond
         those  investigated  in  Phase  I  of  the  pilot  study,
         i.e.,  75 and  90  minutes and  maximum soil  discharge
         temperature. Also,  to monitor the  discharge air  in the
         three  legs   of  the  manifold  system  to  determine  the
         contaminant  removal trends.
    (b)  Test Runs  22,  23   - To  evaluate the  effects   on  VOC
         removal  efficiency  by   extending  the  soil  residence
         time while   maintaining  a soil  discharge  temperature
         that was evaluated  in  Phase  I  of   the  Pilot  Study,
         i.e.,  150°C.  Also,  to  monitor  the  discharge   air  in
         each  leg of  the  manifold  system  to  determine  the
         contaminant  removal rates.
    (c)  Test Runs  24,  25,  26 -  To  evaluate  the  "reproduci-
         bility"  of  treatment associated  with three  test  runs
         with exact "steady state" conditions,  i.e.,  fixed  soil
         residence time,  soil  discharge temperature,  and  air
         inlet temperature.
                              5-1
6059A

-------
    (d)   Test  Runs  27,   28   -   To   evaluate   the  VOC  removal
         efficiency  associated  with  "reprocessing" soils  that
         were   already    processed   but,   due   to   operating
         conditions that  were  less  than optimum,  still  contain
         a VOC contaminant residual.

    Phase  II  test  runs   were  conducted  from  27  August  1985
through 16 September 1985. Table  5-1  provides  a  schedule of the
test run  dates  for both  phases  of  the  study,  as  well   as  the
process variables  that  were  controlled during  each  test  run.
The  schedule  of  test   runs,   as  well  as   the  corresponding
operating conditions,  are listed  in  Table 5-1.
                              5-2
6059A

-------
    TABLE 5-1.
SUMMARY OF TEST RUN MATRICES AND CONTROLLED TEST
VARIABLES - PHASE I AND PHASE II- TEST RUNS




Test
run



Test
run
date
Target
soil
resi-
dence
Matrix time
no. (minutes)
Target
soil
discharge
temper-
ature
(°C)
Target
air
inlet
temper-
ature
(°C)
A.  Phase I - Base Case Test Runs
8
16
15
3
6
14
1
17*
13
7
9
12*
18
4
11
2
5
10
8/13/85
8/23/85
8/21/85
8/7/85
8/10/85
8/20/85
8/5/85
8/24/85
8/19/85
8/12/85
8/14/85
8/17/85
8/26/85
8/8/85
8/16/85
8/6/85
8/9/85
8/15/85
1-1
1-2
1-3
1-4
1-5
1-6
1-7
1-8
1-9
2-1
2-2
2-3
2-4
2-5
2-6
2-7
2-8
2-9
30
30
30
45
45
45
60
60
60
30
30
30
45
45
45
60
60
60
50
100
150
50
100
150
50
100
150
50
100
150
50
100
150
50
100
150
ambient
ambient
ambient
ambient
ambient
ambient
ambient
ambient
ambient
90
90
90
90
90
90
90
90
90
*Used soils from previous day's excavation.
6059A
                               5-3

-------
                           TABLE  5-1
                           (continued)
Test
run
Test
run
date
Matrix
  no.
 Target
  soil
  resi-
  dence
  time
(minutes)
Target
 soil
temper-
ature
Target
 air
inlet
temper-
ature
B.  Phase II - Optimization Test Runs
19
20*
21
22
23»
24
25*
26*
27
28
8/27/85
8/28/85
8/29/85
9/4/85
9/5/85
9/12/85
9/13/85
9/14/85
9/15/85
9/16/85
60
90
75
60
90
60
60
60
60
90
210
210
210
150
150
50
50
50
max
max
90
90
90
90
90
ambient
ambient
ambient
ambient
ambient
*Used soils from previous day's excavation.
                               5-4
6059A

-------
    6.  TYPICAL ON-SITE ACTIVITIES

    On  22  July 1985  Canavan  Technologies, Inc.,  the equipment
subcontractor,  began installation of the  process  equipment.  The
pilot-scale thermal processor, as well  as support equipment and
piping,  was delivered  to the  test  site  on  a  single  flat  bed
truck.  Installation was  completed  and   the  entire  system  was
fully operational  in  ten  days.  The  official  testing  program
began on 5 August  1985  and  continued  through 16 September 1985.
A description of the  typical  daily  routine, as well  as project
closure activities,  is  contained in the  following subsections.
For illustration,  the  daily schedule of  on-site  activities  is
presented in Figure 6-1.
    6.1  Daily  routine.  Typically,
sisted of the following personnel:
                                     the  regular test  crew con-
    (a)   Site engineer (1).
    (b)   Process equipment operator (1).
    (c)   Safety officer (1).
    (d)   Excavation technicians (2).
    (e)   Materials handling  technician (1).
    (f)   Air sampling technicians (2).
    (g)   Backhoe operators (2).
                                         stack sampling),  addi-
    Under special  circumstances (e.g.,
tional personnel were required on site.

    6.1.1  Pretest activities.

    6.1.1.1   Equipment  startup  and stabilization.  Each  morning
at  approximately  6:30  a.m.,  the  process  equipment  operator
arrived  on  site  for equipment  startup  and stabilization.  To
comply with  the adopted  safety protocol (i.e., a  minimum of two
persons  required  on site  at all  times)  the backhoe operators
arrived  simultaneously.  The  equipment operator  cleaned  the  UV
sensor and  spark  plug  prior to  igniting the afterburner.  The
afterburner  temperature  was   gradually  brought   up  to  1,800°F.
Depending upon the  selected  test  run  conditions  for the thermal
processor,  the  equipment  operator  gradually  increased  the  oil
temperature  to the appropriate setpoint.
                              6-1
6059A

-------
CT>
                                                                                 Time of Day (Hours)
                                                                          MOO 1000  tIN 1200  1300  1«N 1500  1000  1700
                      Process equipment operator and backhoe
                      operators arrive on-site
                      Equipment start-up and stabilization

                      Test crew arrives on-site

                      Prepare sample bottles

                      Excavation activities .

                      Instrument evaluation.

                      Begin feed soil to unit,
                      Prepare sampling test equipment
                      Conduct formal test and monitor thermal
                      processor during "steady state" conditions
                      Recover samples
                      Equipment shutdown

                      Secure area
                      Operators and test crew leave site _
                                     FIGURE 6-1  TYPICAL SCHEDULE OF DAILY OK-SITE ACTIVITIES

-------
    If  the  test  run  conditions called  for preheated  air,  the
equipment operator  set  the air  heater  to  the  maximum setpoint
(i.e.,  90°C).  To accommodate  the  desired  soil  residence time,
the  speed  of  the  screws  was . adjusted  to  the  appropriate
setpoint. Also,  as a  routine  practice,  the orifice  plates in
the three off-gas manifolds were  removed and  cleaned  prior to
introducing  soil to the unit.

    6.1.1.2    Excavation  activities.  The  site  engineer,  safety
officer, and  excavation  team normally  arrived  on site  at  7:00
a.m.  to  commence  excavation  activities.  The  first  order  of
business was  "suiting  up" to  enter  the designated  "hot  zone."
All  personnel  involved   in  activities  in  the  hot zone  were
required to wear  level C  safety gear.  This  included disposable
Saranex® coveralls, steel  toe/steel  shank boots,  surgical under
gloves,  neoprene  outer gloves  (duct taped  to the  coveralls),
outer  booties  (duct   taped  to  the  coveralls),  hardhats  and
full-face respirators  equipped with cartridges  designed  for  VOC
removal.

    The  backhoe  operator generally  began  excavation  between
8:00  -  8:30  a.m.  In  order  to  isolate  contaminated soi,ls,  an
organic  volatile  analyzer  (OVA)  was used  to monitor  the  head
space  in each  backhoe  bucket of  soil.  Only  those soils  that
exhibited a  head  space concentration of  at least  50  parts  per
million  (ppm)  total VOC's  were selected  for  treatment  during
the pilot study.  Typically,  sufficiently  contaminated  soil  was
found at a  depth  of 3  feet and continued  through a depth of  5
to  6  feet.  Once sufficient VOC  concentrations  were  detected by
the OVA, the contaminated  soil was deposited in a separate  pile
and the  teeth of  the backhoe  bucket  were used to  break up large
clumps of soil.

    The excavation technicians shovelled  approximately  10 to 15
pounds of contaminated soil into 5-gallon capacity metal pails.
Each  pail  was  provided  a metal  top,   equipped  with  a  rubber
seal,    to   inhibit  fugitive   emissions  during   storage   and
transportation.  Typically, 100  to  120  pails were  loaded  daily.
In  order to  collect  a sample  that  was  representative  of  the
excavated soil,  a scoop of  soil was  removed from  each  pail  and
deposited into  a  separate bucket  designated for collection of a
composite soil  sample.  The  sample  pail  was stored on ice in an
insulated cooler  to inhibit fugitive VOC  losses.  The  composite
sample of excavated soil  was  used  to identify and  quantify  the
VOC's in the  soil  as well as  to determine moisture content.  The
composite  sample  was   thought  to  be  representative  of  the
excavated soils since a portion  of  soil from each pail was used
during collection of the  sample.


                               6-3
6059A

-------
    As the  pails  were filled,  sampled,  and secured,  they were
loaded into the bucket of  the spare backhoe (designated for use
in the  "cold  zone").  The  backhoe  operator extended  the  bucket
of the backhoe over the  "hot  zone" boundary to facilitate load-
ing.  Once loaded, the pails were  transported to  the  processing
area.  When  sufficient  soil   for  a  full  day  of operation  was
loaded into the  pails,  the top soil was  redeposited  into  the
trench.  At   the   completion   of   excavation   activities,  the
excavated trench  dimensions were  approximately  4  feet wide,  8
feet  long, and 5  to 6 feet deep.  After  the  top  soil  was  placed
in the trench and the area was regraded,  the  location for  the
next  day's  excavation was  identified. The  backhoe  was normally
moved  10  feet north  to  dig  another trench,  parallel to that
day's  excavation.  If  sufficient  concentrations  of VOC's were
present in the soil  head  space,  the trench was  refilled and the
backhoe  remained  in  place for  the next  day's excavation.  If
sufficiently  contaminated   soil  was  not   found,   the  backhoe
operator  would  continue with  exploratory  trenches until "hot
soil" was identified.

    All  personnel  working  in  the  hot  zone  were  required  to
decontaminate  (i.e.,   "decon")  before exiting the designated hot
zone   boundaries.  The  decon   procedure   included  the  following
chronologically ordered  steps:
    (a)  Outer boot wash/rinse.
    (b)  Outer glove wash/rinse.
    (c)  Hardhat and respirator  removal.
    (d)  Outer boot duct tape removal.
    (e)  Outer glove duct tape removal.
    (f)  Outer boot removal.
    (g)  Outer glove removal.
    (h)  Saranex removal.
    (i)  Inner glove wash/rinse.
    (j)  Inner glove removal.
    All contaminated clothing was collected  for  proper disposal
by LEAD.

    6.1.1.3   Instrument  evaluation.  The  air  sampling  techni-
cians  normally  arrived  on  site  at  7:00  a.m.  to  conduct  an
evaluation of selected  instruments.  The  purpose of  the instru-
ment evaluation was  to  determine the  accuracy and  reliability
of  portable  field  instruments for detecting VOC's  in  soil. The
following instruments were included  in the evaluation:

    (a)  Century OVA.
    (b)  HNu 101.


                              6-4
6059A

-------
    (c>  AID 590 OVM/GC.
    (d)  Photovac TIP.

    The air  sampling  technician monitored the  head  space above
contaminated  soils  using  the  subject  instruments.  The soils
used in the  evaluation were  the  excavated and  feed soils from
the previous day's  test run.  The VOC concentrations detected by
each instrument were  recorded for comparison  to VOC concentra-
tions  detected by  laboratory  obtained  gas  chromatograph/mass
spectrometer (GC/MS)  to determine  if  a correlation  existed.  A
more detailed  description  of  the instrument evaluation,  as well
as  results  and conclusions,  is  included in  a  separate  report,
(Report No. AMXTH-TE-CR 86073).

    6.1.1.4  Materials handling.

    6.1.1.4.1   Feed  soil.  As  previously mentioned,  the exca-
vated  soils  were  transported to  the processing  area  in sealed
pails  placed in the bucket of a backhoe. The materials handling
technician  unloaded  the  pails,  weighing  and   recording  their
weight. All  pails  were  stored  on  the  loading platform.  The
volume of  soil  in a "typical" pail was  recorded,  as  well as  its
weight, to  determine  the  feed  soil density.  When  the process
equipment   (thermal  processor  and  afterburner)  was stabilized
and  the  appropriate  operating  conditions were maintained,  the
materials   handling  technician  began feeding  contaminated soil
to the thermal  processing unit.

    6.1.1.4.2  Processed soil.  The  drums of processed soil from
the previous day's test run were  weighed each morning.  In addi-
tion,  the volume  occupied  by the soil was recorded  to determine
its density.

    6.1.1.5  Sampling  equipment.  Sample  containers were  pre-
pared  and  labelled  prior  to each test run. In addition, the air
sampling  technicians  set   up  the   appropriate  test  equipment
required for sample collection and monitoring.

    6.1.2   Test activities.  The  test  run  was officially under-
way  when  the  system  was  stabilized and  soil  was  discharging
from   the  unit   at  the   appropriate   temperature.   The  soils
processed   before  the  system  was stabilized  were collected  in
55-gallon   drums.   When  the  system  stabilized,  the  drum  was
removed,  and an  empty drum  was  placed  at  the  soil  discharge
gate to collect soils treated under official test conditions.  A
brief  description  of  test  activities  is   included  in  the
following  subsections.
                               6-5
6059A

-------
    6.1.2.1  Feeding soil  to  the  processor.  As  each pail  was
opened,  a scoop of  soil was  removed and deposited in a separate
composite sample bucket. The  sampl-e bucket was stored  on  ice in
an insulated cooler to inhibit  fugitive emissions of VOC's.  The
technician filled  the  empty  cavity of  the  rotary  valve  with
soil,  removing  large  rocks,   metal objects,  etc. Depending  on
the soil  residence time,   loading  cycle  times  varied.  At  the
appropriate time,  the  rotary  valve switch was   activated,  the
valve rotated  180°,  and  the   soil  was   introduced  to  the  unit.
The same  procedure  was  repeated for every loading  cycle.  From
the beginning  to the end of each formal test  run,  the materials
handling technician sampled each pail of soil  fed  to  the unit.

    6.1.2.2  Air sampling  activities.  Air  monitoring  and samp-
ling of  the  thermal treatment  system  off-gases   were  conducted
during the formal test run. Sampling equipment was installed at
the following  locations  during appropriate  test runs to  monitor
parameters:

    (a)   Air  temperatures  (processor  inlet,  off-gas  manifold,
         afterburner inlet, discharge stack);
    (b)   Air  flow   rates   (processor  inlet,  off-gas  manifold,
         afterburner inlet, discharge stack);
    (c)   Gross  VOC  concentrations  (processor   inlet,  off-gas
         manifold,  afterburner inlet);
    (d)   Specific   VOC    concentrations    (off-gas    manifold,
         afterburner inlet  discharge stack); and
    (e)   Moisture content  (afterburner  inlet discharge stack).

    A  description  of  parameters,  sampling  techniques,   and
analytical methods  are  included in  Section 7.

    6.1.2.3  Processed soils.  At the beginning  of  each  formal
test run,  an  empty drum was  placed at the soil  discharge gate
to receive  the treated  soils.  Sampling devices  were  placed in
the drums  to  collect  composite samples of  the processed soils.
Two members of  the  excavation  team monitored  the  level  of  soil
in the  drum,  changed  the  drum as  required, and  regularly moni-
tored the soil discharge temperature.

    6.1.3  Post-test  activities. The  formal  test  run  usually
lasted  for  2  to 3  hours.  Depending upon  weather  conditions and
equipment upsets,  some  test   runs  were  of  shorter  duration.  A
brief description  of  activities  that   occurred upon completion
of the test run is  included in the  following subsections.
                              6-6
6059A

-------
    6.1.3.1   Equipment shutdown.  The materials  handling  tech-
nician  introduced approximately  100  pounds  of- coarse  sand  to
the processor  to purge the  system of residual soil. Simultane-
ously, the equipment  operator  decreased the temperature control
settings  on  the  afterburner,   oil  heater,  and,   as  required,
process air heater.

    6.1.3.2   Sample  collection.  The  composite  samples of  the
excavated,  feed,  and  processed  soils  were  split  into  the
appropriate  sample  bottles.  Forty-milliliter volatile  organic
analysis  (VOA)   bottles  were  filled  with  each  soil   type  for
analysis  by GC/MS.  As  a  precaution,  duplicate  samples  were
retrieved. In addition,  five 100-milliliter bottles were filled
with  each  type  of soil  for analysis by  the  field  instruments
used  in the instrument evaluation phase of the program.

    6.1.3.3   Securing  the  area.  At  the  end  of  each  day,  the
entire processing  area was  rinsed down  using a  high  pressure
water  sprayer.  When  the  process  equipment  was cooled  down  to
the  appropriate  temperatures,  the diesel  generator  was  shut
down  and all personnel evacuated the site.

    6.1.4   Miscellaneous  activities.  Twice   a  week  a  runner
picked up  the  samples as  well  as chain-of-custody forms  for
delivery to the WESTON Laboratory in Lionville, Pennsylvania.

    6.2  Project closure activities.

    6.2.1  Excavation  area.  As  discussed  in Subsections 3.4 and
3.4.1, PADER  approved  backfilling of  processed  soils  in  the
excavation  area.  A  backhoe was  used to excavate  a  trench,  4
feet  deep,  4 feet  wide,   and  approximately  40  feet  long.  The
processed soil  drums were  tipped over and the soils were dumped
into  the  trench. As  the  processed  soils  were  extremely  dry,
dust  generation was  likely.  To  minimize  dust production,  the
LEAD  Fire Department was  on site during the  dumping operation.
A water tanker  was used to supply a fine mist of water over the
trenched area.  The entire  excavation  area was regraded  and  the
berm  fully restored upon completion of the pilot study.
                               6-7
6059A

-------
    6.2.2  Processing area.

    6.2.2.1   Equipment   removal. .As  previously mentioned,  low
levels of  asbestos  were determined to be  present  in  some soils
selected  for  treatment  in  the  pilot  study.  The  processing
equipment  was   purged   of   residual   soil;   however,   as   a
precaution,  the  equipment  was   decontaminated   according  to
government  regulations   on  asbestos.  A  copy  of  the  specific
regulations   is   included  in   Appendix   D.   (Chapter   27,
Occupational  Safety  and  Health  Administration  (OSHA)   29  CFR
1910.1001 and Chapter 1, EPA 40 CFR Part 61, Subpart B) .

    Process equipment decontamination was  completed  by  American
Asbestos Control Company.  A  tent  was  built around the processor
and associated piping. All surfaces of the  equipment  and piping
were vacuumed  through a  high-efficiency  particulate  air (HEPA)
filter, wire brushed, and  washed down  according to regulations.
All materials generated  during  the decontamination were bagged,
placed in  55-gallon  drums,  and  labeled  "Asbestos." LEAD trans-
ported  and disposed  of  the materials.  Upon completion  of the
pilot  study,  processing  equipment and  all  support  materials
were removed from the test site.

    The backhoes and miscellaneous equipment were decontaminated
using  detergent,  scrub  brushes,   and  a  high-pressure  water
sprayer.

    Wastewaters  from  the decontamination of  equipment  were not
collected  for  disposal.  Based on the  approval  of  the  Solid
Waste  Section  of   PADER  (as  discussed  in Subsection  3.4.3),
decontamination waters were disposed of in the processing area.
                               6-8
6059A

-------
    7.  EXPERIMENTAL VARIABLES

    The variables of the pilot study were classified as follows:

    (a)  Independent variables:   those  variables impractical to
         control  and  allowed  to  vary  randomly  throughout  the
         tests.  No  attempts  were  made  to  modify or  control
         independent variables.
    (b)  Control   variab.les:   those   variables   with   values
         selected and maintained during test operations.
    (c)  Response variables:   those variables with values  that
         were a function of the selected operating conditions.

    Table 7-1  provides  a  summary of  test  variables  associated
with the thermal  processor.  A brief discussion of the variables
is included in the following subsections.

    7.1  Independent  variables. As  shown  in  Table 7-1,  there
were two independent  variables associated  with  the pilot study
system.  These   independent   variables   were   the  so'il   feed
composition/conditions   (i.e.,   VOC  concentrations,   moisture
content  and   temperature)   and  the   air   inlet  composition/
conditions   (i.e.,  VOC   concentrations,   moisture  content,   and
ambient temperature).

    7.1.1  Feed  soil composition/conditions.  One  goal  of  the
pilot  investigation was  to  determine  the  capability  of  the
system  to   treat  actual  contaminated  soils.  Therefore,   the
composition/conditions  of  the  soils  in  Area  K-l  were   not
altered prior to being introduced to the processor.

    7.1.1.1  Volatile  organic  concentrations.  As  demonstrated
by previous  sampling  programs, the variety of  volatile  organic
compounds and associated concentations  in the  soils varied  with
location,  depth,   and   soil   type.   Composite   samples   were
collected at  the excavation site,  as  pails were  being  filled,
and at  the  processing site  as soil was  being  fed  to  the unit.
The composite soil samples were collected at  two separate times
and  locations  in order  to  estimate  the  amount  of VOC's  that
escaped in  the form of fugitive emissions.

    7.1.1.2  Moisture content. The moisture  content  of  the  site
soils was a  function of  local weather conditions and adsorption
properties  of the soil.
                              7-1
6059A

-------
    TABLE 7-1.  SUMMARY OF TEST VARIABLES FOR THE
                THERMAL PROCESSOR
A.  INDEPENDENT VARIABLES

Feed Soil Composition/Conditions

    •    VOC Concentrations
    •    Moisture Content
    <*    Temperature

Air Inlet Composition/Conditions

    •    VOC Concentrations
    •    Moisture Content
    •    Ambient Temperature

B.  CONTROL VARIABLES

Held Constant At All Levels

    •    Soil Excavation
    •    Soil Preparation
    •    Soil Discharge Handling
    •    Air Flow Rate

Held Constant At Various Levels

    •    Soil Discharge Temperature/Heating Oil Conditions
    •    Soil Residence Time
    •    Air Temperature at Inlet
    •    Feed Soil Rate

C.  RESPONSE VARIABLES MEASURED

Processed Soil Composition/Conditions

    •    VOC Concentrations
    •    Moisture Content
    •    Mass Flow Rate

Air Discharge Composition/Conditions

    •    VOC Concentrations
    •    Moisture Content
    •    Temperature
                               7-2
6059A

-------
    7.1.1.3  Temperature.  Feed soils were  excavated and stored
in sealed metal containers at  the  processing  area.  The tempera-
ture of the feed soil varied with ambient conditions.

    7.1.2  Air inlet composition/conditions.

    7.1.2.1   Volatile  organic concentrations.  Various  opera-
tions involving the contaminated soils  (i.e.,  feeding the unity
monitoring  the  soil  discharge  temperature,   etc.)   took  place
during  process   unit  operations.  Therefore,   the  potential
existed  for  trace  concentrations  of  fugitive  VOC's  to  be
present  in the  influent  air  stream.  Routine  monitoring  for
gross VOC  concentrations in the ambient  air  was conducted over
test runs.

    7.1.2.2  Moisture content. The  moisture content  of  the air
stream varied  with local weather conditions,  time  of day,  etc.
The  moisture  content  was  regularly  monitored   during  test
operations.

    7.1.2.3   Ambient   temperature.   The   temperature   of   the
ambient air  varied with the  local  weather conditions,  time  of
day, etc.  The ambient temperature was routinely monitored.

    7.2    Control   variables.   A  schedule   of   test  runs  is
presented, as  well as  the  corresponding  control variables,  in
Table 5-1.

    7.2.1  Control variables  held  constant  at  all  levels.  As
shown  in  Table  7-1,  there were  four  control  variables  which
were held  constant at  all  times  during the  pilot  study.  These
control variables  were  the soil  excavation,   soil  preparation,
soil discharge handling, and air  flow rate.

    7.2.1.1  Soil  excavation.  A  backhoe  was  used   to  excavate
the soils. In order to  locate  highly -contaminated soils,  an OVA
was used during  the excavation.  The OVA was used as a screening
tool to ensure that soils  contained detectable  levels  of  vola-
tile  organic  compounds   to  be   processed.   Typically  soils
containing  at   least  50  ppm  total  VOC's  were  selected  for
treatment. Approximately  10 to  15 pounds  of soil  were  loaded
into each  pail.  Generally,  100 to  120 pails  were   filled  each
day (approximately 1,500 pounds of  soil).
                              7-3
6059A

-------
    Originally,   excavation  of  soils  was  to  take  place  on  a
daily  basis  to  avoid  the  excessive  loss  of VOC's  from  the
soils.  However,  based  upon monitoring  of  the head  space  in
selected pails,   it was  obvious  that minimal  VOC losses occurred
if the  soil was  stored for  more than one  day. On  those  occa-
sions where sufficient soil  was excavated  for two test  runs,
the  excavation  did not occur   on  the  following   day  of  proc-
essing.  The  process  runs  that utilized soils  from the previous
day's excavation  were Runs 12,  17,  20,  23,  25,  and  26.

    A composite  sample was taken of all soils  immediately  prior
to being fed  to  the  unit. Therefore,  even  if minimal VOC losses
occurred from overnight storage, the appropriate  concentration
would be reflected in the  feed  soil  sample.

    7.2.1.2   Soil  preparation.  As  previously  mentioned,  suf-
ficient soil for at  least one  full day of  operation  was  exca-
vated  and   stored  in  sealed,  five-gallon  capacity metal  con-
tainers. The soil containers were sampled, sealed,  and manually
loaded  into  the  bucket of  a  backhoe  for  transportation to  the
processing   area.  The  backhoe   was  required  to travel  only  a
short distance (i.e.,  approximately 300 feet north and 260 feet
west),  as shown  on Figure 3-2.  The  truck  route was  confined  to
the  installation boundaries.  At the  time  of processing,  the
pails were  opened,  sampled,  and fed  to  the  unit.

    7.2.1.3  Processed soil  handling.  At  the beginning  of  each
test  run,  an empty  55-gallon  drum was  placed  below  the  soil
discharge  gate.  Only  those soils  that  represented  treatment
under stable  test conditions  were  collected  for   sampling.  At
the end of  the  test  run,  or when  the drum  was full,  the  pro-
cessed  soil drum  was  removed  and  the composite   soil  samples
were deposited in  a  separate pail.  The sample pail was stored
on  ice  in  an insulated  cooler until  the  processed  soil  was
split into  the appropriate sample bottles.

    7.2.1.4  Air  flow  rate.  Originally,  the air   flow rate  was
to remain  fixed  at  200 cubic  feet per  minute (cfm).  However,
preliminary field tests raised  concerns over the amount  of  dust
and  particulate  that would  be  generated by an  air  flow  rate  of
200  cfm.   As  no  precautions   were   being   taken   to   prohibit
particulate  from discharging to the  atmosphere,  the  air  flow
rate was decreased to  100 cfm.   (Test  Runs  27 and  28  evaluated
reprocessing  soils  that  had  already  been   treated but  still
contained a  contaminant residue. Since the  treated soils  were
relatively   dry,   the  potential  for  excessive  dust generation
existed. Therefore, the air  flow rate was  decreased to  75  cfm
during these test runs).


                              7-4


6059A

-------
    7.2.2   Control  test  variables  held  constant  at  various
levels. In order  to  evaluate the economic  feasibility  of  using
a  thermal  processor  for low  temperature thermal  stripping  of
soils  contaminated  with   volatile  organic  compounds,  three
variables emerged  as key factors.  These variables consisted of
the  soil  discharge  temperature,  soil  residence  time,   and  air
inlet  temperature.  The  test runs  included various  levels  for
each  of  these  test  variables,  as  discussed  in   the  following
subsections.

    7.2.2.1   Soil  discharge temperature/heating oil conditions.
The thermal processor was  an indirect heat  exchanger.  As  such,
the  heating  medium  never  actually  contacted  the  soil  medium.
Rather, heat  exchange was  by  conduction through  the  flights,
shafts, and trough of the processor. The only means of controll-
ing the temperature of soil, therefore,  was  to  control  the tem-
perature of  the oil. The  circulating oil  could  be heated from
ambient up  to  a  maximum temperature of  315°C  (600°F).  Phase
I  test runs   evaluated  three soil  discharge temperatures:  50°C
(122°F),    100°C   (212°F),    and    150°C   (302°F).   Phase   II
test  runs  also  included evaluation  of  the maximum  attainable
soil discharge temperature.                                «

    7.2.2.2   Soil  residence  time. The test  plan  indicated  that
three  soil  residence times  would be maintained  during  various
runs  in  Phase I of  the  pilot  study.  The three  soil  residence
times  were originally 20 minutes,  40 minutes,  and  60  minutes.
However,  field tests indicated  that  a minimum  residence  time of
30 minutes was  required to  achieve the  desired  soil  discharge
temperature  of  150°C.   Therefore,   the  soil  residence  times
evaluated during  the Phase  I  base  case  test  runs were changed
to  30 minutes,   45  minutes,   and  60  minutes.  Extended  soil
residence  times of  75   and 90 minutes  were  evaluated  during
Phase II  of the pilot investigation.  These  values were  selected
based  on  the minimum  rotational  speed, of  the   screws,  i.e.,
maximum residence time.  The  slowest  screw speed corresponded to
approximately   90   minutes   residence   time.   The   75   minute
residence time was chosen as a mid-point value.

    7.2.2.3   Air  temperature at  inlet.  Two inlet  air  tempera-
tures  were  evaluated  during  the pilot  investigation:  ambient
air  temperature  and  approximately   90°C   (200°F).  The   ele-
vated  temperature was maintained  using  an electrical resistance
heater.
                               7-5
6059A

-------
    7.2.2.4   Soil  feed  rate.  The processor was  fed  sufficient
soil  to  maintain  a  constant  level   in  the  trough  (i.e.,  2/3
full). This  constant volume corresponded  to  the  following mass
feed  rates:   300 #/hr,  225  #/hr,  150 #/hr,  125  #/hr,  and  100
#/hr  for  30  minute,  45 minute,  60  minute,  75 minute,  and 90
minute residence times, respectively.

    7.3   Response  variables  measured.  The response  variables
measured during  the  pilot  investigation  were  the soil discharge
composition/conditions and the  air  discharge  composition/condi-
tions .

    7.3.1  Processed soil composition/conditions.

    7.3.1.1   VOC concentrations.  The  volatile  organic compound
concentrations  varied  at  all  points  throughout  the  thermal
processor.   However,   interest   pertained  primarily   to  the
processed soil.  Therefore,  composite  samples  of the  discharge
soil were collected and analyzed for volatile  organic compounds.


    7.3.1.2  Moisture content.  Treatment in the thermal proces-
sor reduced  the  moisture content  of  the soils.  To determine the
amount of  moisture  that evaporated,  the  processed  soils were
sampled and analyzed for moisture content.

    7.3.1.3  Mass  flow  rate.  The  volatile  organic compounds and
moisture  evaporated  in  the  processor;  therefore,  the  mass of
soil  entering the unit  was  not  the  same  as  the  mass  of soil
discharging the unit. To determine the approximate  mass of com-
pounds  removed  as  a  vapor,   the  soil   leaving  the  unit  was
weighed.

    7.3.2   Air  discharge  composition/conditions.  The  off-gas
manifolds  were  monitored  and  sampled for VOC concentrations,
moisture content, and temperature.

    7.3.2.1  VOC concentrations.  During  Phase  I test  runs,  the
three exhaust  air  manifolds  were  monitored separately to detect
the concentration  of total VOC's. A portable  field  instrument
was used  to monitor the gross  VOC  concentrations.  In addition,
the  common  header was  continuously  sampled  using a  modified
Volatile  Organic  Sampling   Train  (VOST)  for  analysis by  the
WESTON  Laboratory.  The  continuous  sample was  analyzed  using
GC/MS  techniques  to  identify  and  quantify  VOC's   in  the  air
stream. During Phase  II  test runs,  VOCs were monitored  using  a
portable  field  instrument  at  the afterburner  inlet  (Test Runs
19  through  23)  and  manifold  2   (Test  Runs   25   through  28).
Modified VOST  was  also  used  at each leg of the off-gas manifold
(Test Runs 19 through 23).

                               7-6
6059A

-------
    7.3.2.2   Moisture  content.  The   moisture  in   the   soil
evaporated in  the thermal  processor,  exiting  as vapor  in the
air discharge stream. To determine  the amount of moisture  that
existed in the unit,  the moisture content of the air stream was
routinely monitored.

    7.3.2.3  Temperature.  The  temperature  of  the  air  stream
changed  as  it  travelled through  the processor.  Therefore,  the
air temperature was monitored  at  the air heater outlet  at  each
exhaust port  as well  as  at  the common header port.
                              7-7
6059A

-------
    8.  SAMPLING TECHNIQUES AND ANALYTICAL METHODS

    A  brief  discussion  of the  techniques used  to  sample  the
soil and air streams,  as well  as -the  laboratory methods  used to
analyze the samples,  is  contained  in the following subsections.
An  instrumentation  diagram showing  the  location of  measuring
devices is included in Figure  8-1.

    8 .1  Field sampling techniques.

    8.1.1   Soil  sampling  techniques.   A  list   of  the  soil
parameters that were  monitored and/or  sampled  for  analysis  is
contained  in   Table   8-1.  As  shown,   five   parameters  were
monitored or  sampled  for  in  the  field: temperature,  mass  feed
rate,  density,  moisture  content,   and  those   VOC's  on  the
Hazardous Substance List (Appendix A).

    8.1.1.1   Temperature.  The  temperatures  of  the  feed  and
processed soils  were  monitored  using  a  chromel/alumel  thermo-
couple  and  sampling  device  fabricated specifically  for  that
purpose.  An  illustration  of  the  sampling device  is shown  in
Figure 8-2.

    An open-top carbon  steel  sample  container  was used  to  hold
the soils being monitored. Approximate  dimensions of the sample
cup were  3  inches long  by 3  inches  wide  by 2  inches  high.  A
carbon  steel   handle  was  welded  to the  side  of  the  box  to
facilitate soil collection. A small  hole  was  drilled  into  the
side of the sample box,  just  above the  handle,  for insertion of
the thermocouple. The thermocouple was  wired  to   a  multi-point
calibrated   digital    pyrometer   for   accurate    reading   of
temperature.

    The  temperature   of  the   feed  and  processed  soils  were
monitored and  recorded  every  30  minutes.  When  monitoring  the
temperature of  the feed  soil,  the  sampling device was  fully
submerged  into  a  pail  of   feed  soil.  The  thermocouple  was
allowed  to  stabilize   and   the  associated  temperature   was
recorded.   When monitoring the  temperature  of  the  processed
soils,  the  sample  cup was placed  directly under  the discharge
soil  gate.  To  allow  the  container  to   come  to  an  equilibrium
temperature with the  soil,  the sample container was  filled with
soil  exiting  the  unit,  and the contents  were dumped  into  the
processed  so.il  drum.   The cup  was   refilled,   sufficient  time
elapsed for the thermocouple  to stabilize,  and  the temperature
was   recorded.  For   quality   control   purposes,   the   entire
procedure was  repeated.
                              8-1
6059A

-------
cri
I
                             VOC Concentrations
                                 % Moisture
                                Total Weight
                  Feed
                  Soil
Tl) (PI
               Oil Heating
                 System
                  Air
                Preheater
                             Tl) (FI
                          VOC Concentrations
                       Ti i     % Moisture
                  Air
                                                     VOC
                                                 Concentrations
                                       To
              VOC Concentrations | Atmosphere
                  Particulates
                     HCL

                 TD (ff
                                                   FI
                                                  ^^
                                                  ^->
                                                   Tl
               ®   \
                            Afterburner
                      VOC Concentrations
                          % Moisture
Thermal
Processor
          rature instrument

 FI) Flow instrument
 ^x
 Pi) Pressure instrument
    •Sampling/Analysis Conducted
                                  VOC Concentrations
                                      % Moisture
                                     Total Weight
                                                  Processed
                                                     Soil
j
                             FIGURE 8-1  THERMAL PROCESSING SYSTEM INSTRUMENTATION
                                        AND SAMPLING/ANALYSIS DIAGRAM

-------
    TABLE 8-1.   PARAMETERS MONITORED AND/OR SAMPLED FOR IN SOILS
         1.    Temperature
         2.    Mass Feed Rate of Soil
         3.    Density
         4.    Moisture Content
         5 .    VOC ' s
Feed Soil
Processed Soil

Feed Soil
Processed Soil

Feed Soil
Processed Soil

Excavated Soil
Feed Soil
Processed Soil

Excavated Soil
Feed Soil
Processed Soil
                              8-3
6059A

-------
                            Sampling
                              Cup
                                                 Thermocouple
FIGURE 8-2  SAMPLING DEVICE USED TO MONITOR SOIL TEMPERATURE
                             £-4

-------
    8.1.1.2  Mass feed rate of soil. The weight  of  each pail of
feed  soil  was recorded  prior  to being  loaded  into the thermal
processor. The mass  feed rate of soil was determined  using the
total  weight  of  soil divided by the duration  (in  hours) of the
test  run.  The  weight of  the  processed soils was  also  recorded
to determine the mass feed rate of the processed soil.

    8.1.1.3  Density. The  weight  and  volume  of soils, both feed
and  processed,  were  monitored and  recorded  to determine  the
associated soil density.

    8.1.1.4   Moisture  content.  A  40-milliliter VOA vial  was
filled  for  each  type   of  soil  (i.e.,   excavated,  feed,  and
processed),  for  determination  of  the  moisture  content.  The
vials  were  stored   on-site   until   delivery   to   the   WESTON
Laboratory for analysis.

    8.1.1.5  VOC's.  A 40-milliliter VOA vial was  filled with a
composite  soil  sample  of the  excavated,  feed,  and  processed
soils  to be  analyzed for those VOC's  on the  Hazardous Substance
List.  Sample collection  was  conducted at  the  end of  each test
run.  The  soil  samples were stored on  ice  until  delivery to the
WESTON laboratory.

    8.1.2   Air  sampling  techniques.   A   list  of   the   test
locations  for  each  test  run,  as  well  as  the parameters  for
which  samples were collected  is  shown  in Table 8-2.  A detailed
discussion  of  the  air  sampling  techniques  is  contained  in
Appendix C. A brief discussion follows.

    8.1.2.1    Testing   locations.   Sample  test   ports   were
installed  at  the  following   four  locations:   (1)  process  air
inlet,   (2)   each   leg  of   the   off-gas   manifold,   (3)   the
afterburner inlet,  and  (4) the  afterburner stack.  The test port
locations were in compliance  with EPA  Method  1s.

    8.1.2.2   Testing   equipment   and   methodology.   Following
equipment  set-up,   the   air   sampling    technicians   compiled
preliminary test data at all  source  locations.  Geometric  flue
measurements   were   recorded  and  pitot   tube   traverses   were
performed to  determine the presence/absence of  cyclonic flow.
                              8-5
6059A

-------
    TABLE 8-2.
AIR SAMPLING PARAMETERS MEASURED IN THE FIELD
FOR EACH TEST LOCATION
Location
Test
run
Process
air
Parameter inlet
Off-gas
manifold
After-
burner
inlet
After-
burner
stack
Phase I - Base case test runs
1-7





8-10





11-18
i




Flow
Temperature
Moisture
Total VOC's
Specific VOC's
Fixed Gases*
Particulate
Hydrochloric Acid
Flow
Temperature
Moisture
Total VOC's
Specific VOC's
Fixed Gases*
Particulate
Hydrochloric Acid
Flow
Temperature
Moisture
Total VOC's
Specific VOC's
Fixed Gases*
Particulate
Hydrochloric Acid
X
X
X
X
X


X
X
X
X
X


X
X
X
X
X


X
X
X
X


X
X
X
X


X
X
X
X
X


X
X
X

X
X


X
X
X

X
X


X
X

X
X








X
X
X

X
X
X
X
X
X




 *Fixed gases are C02,  02,  and CO,
**No continuous emissions  monitoring (CEM)  due to faulty
  instrument.
                              8-6
6059A

-------
    TABLE 8-2.  (CONTINUED)
LOCATION
Test
run
Process
air Off-gas
Parameter inlet manifold
After-
burner
inlet
After-
burner
stack
Phase II - Optimization Test Runs
19-23





24

Flow
Temperature
Moisture
Total VOC's
Specific VOC's
Fixed Gases*
Particulate
Hydrochloric Acid
Flow
Temperature
Moisture
X
X
X
X
X


X
X
X
X
X

X
X


X
X
X
X
X
X
X


X
X
X
X
X




' X
X
        Total VOC's**
        Specific VOC's
        Fixed Gases*
        Particulate
        Hydrochloric Acid

25-28   Flow
        Temperature
        Moisture
        Total VOC's
        Specific VOC's
        Fixed Gases*
        Particulate
        Hydrochloric Acid
X
X
X
X
X

X

X
X
X
X
X
X
 'Fixed gases are C02,  02,  and CO.
r*No continuous emissions monitoring
  instrument.
       (CEM) due to faulty
                               8-7
6059A

-------
    Simultaneous   testing   was   performed   at   the  process  air
inlet,  each  leg  of  the off-gas manifold,  and the  afterburner
inlet during  the first 23 test  runs.  In  addition,  concurrent
compliance tests  were performed  at  the  afterburner  discharge
stack during a selected low, medium,  and  high VOC-inlet loading
condition (i.e.,  Test Runs 8,  9 and  10,  respectively).  Testing
protocols followed  for  each parameter  measured  are  summarized
in Table 8-3.

    8.1.2.2.1   Flow.  Standard  pitot    tubes  were   used   in
conjunction with inclined manometers to measure the flow at the
process air  inlet and  afterburner inlet.  Air  flow in  the legs
of  the  off-gas   manifold  was  measured   via  orifice  plates;
magnahelics were  used  to  measure the  associated  orifice  plate
pressure  differentials. Air  flow  at  the afterburner  discharge
stack was determined using a  modified  EPA  Method 5 Train.5

    8.1.2.2.2  Temperature. The temperatures  of the appropriate
air  streams  were monitored  using chromel/alumel  thermocouples
placed  alongside  the  pitot   tubes  or  orifice  plates.  The
thermocouples were  wired  to  a   multi-point  calibrated  pyrometer
for accurate digital readout.

    8.1.2.2.3    Moisture    content.    The   process   air   and
infiltration air  were assumed  to be the same as  ambient air.
The moisture content  of  the ambient  air  was  measured  using  a
sling  psychrometer   and   associated   psychrometric  chart.  The
moisture content  at  the  afterburner inlet was  measured using an
EPA  Method  4  sampling  train.5  The  moisture content at  the
discharge stack  was determined using  a  modified EPA  Method  5
sampling train.5

    8.1.2.2.4  VOC's.

    8.1.2.2.4.1   VOC's   in  off-gas   manifold   system.  Three
sampling techniques were used  to  monitor  the  VOC concentration
in   the   air  discharge   stream:   1)   continuous   emissions
monitoring  (CEM)  system;   2) mobile  mass  spectrometer;  and 3)
modified  VOST.  A brief  description  of  sampling  techniques is
contained in the following subsections.

    8.1.2.2.4.1.1    Total   VOC's   by   continuous   emissions
monitoring  (CEM)  system.  Total VOC  concentrations in  air were
measured  at  the  processor  inlet during each  test  run;  at each
leg of the off-gas  manifold  for Test  Runs  1  through  18; at the
afterburner inlet for  Test Runs 19 through 23;  and at manifold
                               8-8
6059A

-------
    TABLE 8-3.  TESTING PROTOCOLS FOR AIR SAMPLING
 Parameters measured
EPA reference methods5
Air Temperature,  Volumetric Flow,
and Mass Rate
Fixed Gases (CO2,  02, and CO)
Concentration

Moisture Concentration
Volatile Organic Compounds
Concentration

    Total VOC by CEM
    Specific VOC by Modified VOST

    Specific VOC by VOST
Particulate and Hydrogen Chloride
Concentration and Mass Rate
EPA 1, 2 (modified by
using centerpoint
velocities)

EPA 3 (stack only)
EPA 4 (sling psychro-
meter at process inlet)
EPA 25A (modified by
using PID monitor for
runs 1-11)

WESTON designed

EPA 600/8-84-007, March
1984

EPA 5 (modified by
replacing impinger
solutions with 0.1 N
NaOH analyzed for hydro-
chloric acid by stand-
ard methods)
                              8-9
6059A

-------
2  for  Test Runs  25  through 28.  The CEM system  measured gross
VOC concentrations  in the  linear  range from 1  to  600  ppm  (by
volume,  dry  basis) relative  to the calibration  gas  (benzene).
Benzene was chosen as the calibration gas instead of  one of  the
major  contaminants  (i.e.,  dichloroethylene  or  trichloroethy-
lene).  This selection was based on the following rationale:

    (a)  One of  the  major  uses  of  portable VOC detectors  is
         during   site  assessment   (i.e.,   identification  and
         quantification  of  contaminants).  On  these  occasions,
         the major  contaminants  are unknown;  therefore,  it  is
         not possible to pre-calibrate  the instrument  with  a
         contaminant  of  concern.  A  common  calibration  gas that
         is readily  available  (such as  benzene)  would  be used
         on these sites.
    (b)  Benzene,  a   common  calibration  gas,   is  stored  as  a
         stock  item  by  suppliers.   Specialty  gases  such  as
         dichloroethylene  or  trichloroethylene,   however,  are
         made  to  order  and,   as  such,  typically  require  one
         month leadtime.
    (c)  Specialty  gases   such   as   dichloroethylene  or  tri-
         chloroethylene   are    more   expensive   than   readily
         available  gases   such  as  benzene   (typical   costs:
         cylinder  of  10  ppm  dichloroethylene  in air   -  $280;
         cylinder of 10 ppm benzene in air - $128).
    (d)  The  stability  of  specialty gases such  as  dichloro-
         ethylene or  trichloroethylene  in air  are questionable.
         The   supplier   suspects   that   the  concentration   of
         dichloroethylene  or   trichloroethylene  would  decrease
         over time.

    Gross VOC  concentrations  were measured  using an AID  Model
590 volatile organics  monitor/GC  (photoionization detector with
10.0 eV  lamp)  for  Test Runs 1  through  11,  and a Century Model
128  volatile   organics  monitor/GC  (Flame   ionization  detector)
for Test  Runs  12 through  23  and 25  through  28.  The  total  VOC
concentrations were  not monitored during Test  Run 24  due to a
faulty instrument.  The total VOC  concentrations were  recorded
using a Molytek single channel recorder.

    8.1.2.2.4.1.2  Total VOC's by  mobile  mass  spectrometer.  A
Bruker MM1 mobile  mass  spectrometer  was on-site on 6, 8,  and 9
August 1985.  The MM1 was  used  to qualitatively  identify VOC' s
in the discharge  air  stream.  Authentic   standard  compounds were
used  to  mass  calibrate  the  MM1. Manifolds  1,   2,  and  3 were
sampled with the  MM1  during Test  Runs 2, 4, and  5.  The instru-
ment probe  was placed  approximately 2  inches  from  the sampling
port.  Each  sampling   interval  was  approximately  30  seconds.
Multiple  runs  were  made  at  each  sampling port  during  a  10-
minute  interval.  The  MM1  instrument   recorded   and  printed  a
complete mass  spectrum  from  each sampling event.  The  spectra
were examined and analyte identifications were  confirmed.

                              8-10
6059A

-------
    8.1.2.2.4.1.3   Specific VOC's  by  modified VOST.  Specific
VOC  concentrations  were measured  at  the  afterburner  inlet for
Test Runs  1  through 18 and at each leg  of the .off-gas manifold
for   Test   Runs   19   through   23   using   a   modified  VOST.5
Modification was required since .the VOC  concentrations at these
locations  were  too  high to  be  accommodated by a  standard VOST
(i.e., greater  than 500  ppm by  volume). The major modification
included  an  increased  mass of   activated  charcoal   to  fully
absorb the  VOC's.  A detailed description  of  the  modified VOST
is included in Appendix C.

    8.1.2.2.4.2  VOC's in  stack  discharge.  Specific VOC concen-
trations were measured at  the discharge stack  during  Test Runs
8,  9,  and  10  using a standard VOST.5  This sampling  train was
applicable to the lower concentrations (i.e.,  less  than 500 ppm
by volume) encountered at this location.

    8.1.2.2.5   Particulate and  hydrochloric  acid.  Particulate
and hydrochloric  acid  (HC1) in  the  discharge   stack  gases were
collected simultaneously using a modified  EPA  Method 5 sampling
train5 during Test Runs 8,  9,  and 10.

    8.1.2.2.6  Fixed gases  (carbon  dioxide,  oxygen,  and  carbon
monoxide) .  Fixed  gases were monitored for all  test  runs  in the
discharge stack gases using an EPA  Method 3 sampling train.5

    8.2   Analytical  techniques.   All   soil,   air,   and   water
(condensate  from  the  off-gases)  samples  were stored on  ice
until delivery  to  the WESTON Laboratory.  Upon arrival  at  the
laboratory, all  chain-of-custody  forms  were signed  and samples
were recorded in  a  bound log book. All  sample  containers were
maintained  at   4°C  until  analysis.  No samples  were  retained
longer  than  allowable  holding   times   (i.e.,  14  days).  The
analytical  parameters  and  methods  are   listed  in  Table  8-4.  A
copy of  the  analytical methods  is  contained  in Appendix E.  A
brief discussion follows.

    8.2.1  VOC's.

    8.2.1.1  VOC's  in soil. Volatile organics in  soil samples
were analyzed using the EPA  Contract  Laboratory Protocol  (CLP)
method for  "GC/MS  Analysis of Purgeable Organics  in  Soils  and
Sediments." Low  level samples (i.e. those  containing 5 to 2000
ppb) were by the  "low  level  protocol" in which an  inert gas was
bubbled  through  a  mixture  of  a  0.005  to  5   gram  sample  and
reagent  water   contained  in a  purging  chamber   at  elevated
temperatures.   The purgeables  were  efficiently   transferred from
                              8-11
6059A

-------
    TABLE 8-4.   ANALYTICAL  PARAMETERS AND METHODOLOGIES
  Parameter
              Method
A.  VOC's in soil.




B.  VOC's in the Air  Stream.

    1.    VOST Tubes
    2.    Condensate
C.  Moisture Content  of  Soil
EPA Contract Laboratory Protocol
(CLP)  for   GC/MS  Analysis  of
Purgeable Organics  in  Soils and
Sediments.
EPA  Protocol  for  the  Analysis
of  Volatile  Principle  Organic
Hazardous  Constituents  (POHC's)
using VOST in  conjunction with
the   National   Institute   for
Occupational  Safety   and  Health
(NIOSH)   Method  NO.   PS.CAM  127
and  the   EPA   CLP   Method  for
GC/MS   Analysis  of   Purgeable
Organics.

EPA   CLP   Method   for   GC/MS
Analysis of Purgeable Organics.

Standard Method 209G.
                              8-12
6059A

-------
the  aqueous  phase  to  the  vapor  phase.  The  vapor was  swept
through  a  sorbent  column  where  the  purgeables  were  trapped.
After  purging  was completed, the sorbent  column  was heated and
backflushed with  the  inert  gas  to  desorb the purgeables  onto  a
gas  chromatographic  column. The  gas chromatograph  was temper-
ature  programmed  to  separa-te  the  purgeables  which were  then
detected with a mass spectrometer.

    Samples  containing  higher  levels  (i.e.  greater than  2000
parts  per  billion)  of  purgeable organics  were  analyzed  using
the  "medium  level   protocol."   In   this  procedure  a  measured
amount of soil was extracted with methanol. A portion  (5  to 100
milliliters)   of   the  methanol  extract   was    diluted   to   5
milliliters  with  reagent   water.   An  inert  gas  was  bubbled
through  this  solution  in  a   specifically  designed  purging
chamber at ambient temperature. The  purgeables  were effectively
transferred  from  the  aqueous  phase to  the vapor  phase.  The
vapor  was  swept  through a  sorbent  column where  the purgeables
were  trapped.  After purging was  completed,  the  sorbent  column
was  heated  and backflushed  with the  inert gas  to desorb  the
purgeables   onto   a   gas    chromatographic   column.   The   gas
chromatograph  was  temperature   programmed  to  separate   the
purgeables which were then  detected  with a mass spectrometer  as
described in  the  CLP methods  for  "GC/MS Analysis  of  Purgeable
Organics in Soils  and Sediments," provided in Appendix E.

    8.2.1.2  VOC's in air.

    8.2.1.2.1   VOST  tubes.  Volatile   organics  collected  on
Tenax/Tenax  charcoal   (VOST  tubes)  were   analyzed  by   the
procedure  described  in  the VOST  protocol  in  which VOST  car-
tridges were thermally desorbed  onto an analytical  Tenax  Trap,
which  was  subsequently  desorbed   onto   a   GC/MS   system  and
analyzed by procedures given in  the  EPA  CLP method  for  "GC/MS
Analysis  of  Purgeable  Organics."  Charcoal  tube samples  were
desorbed with  carbon  disulfide  (NIOSH Method  No.   P&CAM  127).
The carbon disulfide extracts were  analyzed  by  direct injection
using  GC/MS  procedures  given  in  the  CLP  method  for  "GC/MS
Analysis of Purgeable  Organics."

    8.2.1.2.2  Condensate.  Volatile  organics  in  water  samples
were analyzed using the  EPA CLP method  for  "GC/MS  Analysis  of
Purgeable Organics."  In this  method an  inert  gas  was bubbled
through  a  5-milliliter   sample   contained  in   a  specifically
designed purging chamber  at  ambient  temperature.  The purgeables
                              8-13
6059A

-------
were  efficiently  transferred  from  the  aqueous  phase to  the
vapor phase.  The vapor was swept  through a  sorbent column  where
the  purgeables  were trapped. After  purging was  completed,  the
sorbent column was heated and backflushed with the inert  gas to
desorb the  purgeables onto  a  gas  chromatographic column.  The
gas  chromatograph  was temperature  programmed to separate  the
purgeables which  were then  detected-with  a  mass spectrometer.
An  aliquot of  the sample was  diluted with  reagent water  when
dilution was  necessary.  A 5-milliliter aliquot  of the dilution
was taken for purging.
                              8-14
6059A

-------
    9.  PRESENTATION OF DATA

Detailed  field  and analytical  data  associated with the Phase I
and Phase II test  runs  are included  in Appendix  F.  Pertinent
data  is   also  summarized,   in  a mass/energy  balance  format,  in
Appendix  G.  For  convenience,  Table 9-1 summarizes  the  range  of
each  test  variable  as  well   as  the  average  value.  A  brief
discussion   of   the   independent,   controlled,   and   response
variables is contained in the following subsections.

    9 .1   Independent variables.

    9.1.1.  Actual feed soil composition/conditions.

    9.1.1.1.  VOC  concentrations.  The excavated  and  feed soils
were  sampled to  estimate  the amount of VOC's  that  were  lost  to
fugitive  emissions. Table  9-2  summarizes the VOC concentrations
that  were determined  to be present in  the excavated  and  feed
soils.  These  VOC  concentrations   were  determined  by  using
laboratory GC/MS analytical techniques.

    With  the exception of  the feed soils corresponding  to  .Test
Runs  24  through  28,  the VOC concentrations  listed  on  Table 9-2
were not used in any other  portion  of  the  evaluation  (i.e.,  VOC
removal   efficiencies,  mass/energy  balances,  or  statistical
interpretation).   Rather,  the  VOC  concentrations  in  the  feed
soil were "backed  out" using the VOC concentrations in both the
processed  soils   and   air   discharge  stream,  as  well  as  the
following equation:

                   IN   -    OUT

    VOC's in Feed Soil - VOC's in Processed Soil + VOC's in
                         Discharge Air

    The decision to use the  "backed  out"  feed concentration was
based on the following logic:

    1.   Although  every  effort was  made to  sample the  process
         streams in a fashion that would enable  derivation  of a
         mass  balance,   this is  not  a  realistic  expectation,
         especially  when  dealing   with  a  nonhomogeneous  soil
         medium.  In order to  develop a mass balance,  one of the
         streams must  be allowed  to  "float," its value  being
         derived  from the   remaining  streams.  The system  was
         reviewed   to   determine    which   stream   should   be
         designated for derivation.
                               9-1
6059A

-------
                     TABLE  9-1.   SUMMARY OF  VALUES  Of  TEST  VARIABLES FOR PHASE I AND PHASE II OF
                                 IHE  PILOI S1UOY
vo

to



Phase I
Range
A.
I.
INDEPENDENT VARIABLES
(tt A Sail Caaoasi lion/Condi t ions



Average


PhaseJI
Range



Average

a. VOC Concentrations (pp* by weight)









2.





B.
1.



2.




1) 1.2-trans Oichloroethylene
2) Trichloroethylene
3) Tetrachloroethylene
4) Xylene
5) Other VOC's
6) Total VOC's
b. Moisture Content (percent by
weight)
c. Temperature <°C)
Air Inlet Composition/Conditions
a. VOC Concentrations
1) Total VOC's (ppii by volume)
b. Moisture Content (percent by
weight)
c. Ambient Temperature (°C)
CONTROL VARIABLES
Held Constant At All Levels
a. Air Flow Rate (Ibs/hour)
1) Process Air
2) Infiltration Air
Held Constant At Various Levels
a. Soil Discharge Temperature (°C)
1) Level 1
2) Level 2
3) Level 3
0 -
0.05 -
0.08 -
0.03 -
0 -
7 -

13.80 -
20.20 -



-------
                TABLE 9-1.   (CONTINUED)
vo
 I
Ul



Phase I

Range Average

Phase II
Range

Average
A b. Soil Residence Tine (minutes)
1)
2)
3)
c. Air
M
2)
Level I
Level 2
Level 3
Temperature at Inlet (°C)
level 1 (target - ambient)
Level 2 (target - 90"C)
28.9 -
13.7 -
58.3 -

23 -
61 -
30.2
46.4
61.2

29
99
29.6
4-1.8
59.1

26
86
58.0
85.6

17
96
- 60.2
N/A
- 88.5

- 21
- 98
58.8
75.7
86.7

20
97
C.  RESPONSE VARIABLES MEASURED

 ). Processed Soil Compos it ion/Conditions

    a.  VOC Concentrations (ppm by weight)

        I)  1.2-trans Dichloroethylene
        2)  Trichloroethyle
        3)  Tetrachloroethylene
        4)  Xylene
        5)  Other VOC's
        6)  Total VOC's

    b.  Moisture Content (percent by
        weight)*

    c.  Mat's Flow Rate (Ibs/hr -
        wet feed basis)

 2. Air Discharge Composition/Conditions

    a.  VOC Concentrations (ppm/vul)
0 -
0 -
0 -
0 -
0 -
0.01 -
O.I -
142 -
160
880
400
61
13
1.517
I3.8
383
to
59
45
6
I
122
4.4
216
0 -
0.01 -
0 -
0 -
0.10 -
0.30 -
0.1 -
109 -
13
52
48
6
3
112
4.5
232
2
8
6
1
1
17
1.8
164






b.

c.
1) 1,2-trans Dichloroethylene
2} Trichloroethylene
3) Tetrachloroethylene
4) Xylene
5) Other VOC's
6) Total VOC's
Moisture Content (percent by
weight)
Temperature (°C)
0 -
0 -
0 -
0 -
0 -
1.1 -

4.8 -
34 -
208
785
237
3.184
33
3.624

22.7
118
66
215
58
192
6
537

12.6
71
0 -
0 -
0 -
1.4 -
1.2 -
3.7 -

5.4 -
44 -
0.5
0.2
0
5.0
3.0
8.0

14.8
117
0.20
0.06
0
2.80
2.30
5.30

9.60
81
            N/A:  Not applicable- only I test run evaluated 75 minute residence time.
              *   Does not include moisture content of treated soil reprocessed during test runs 27 and 28
                  (i.e., 1.0 and 0.1 percent,  respectively).

-------
    TABLE 9-2.  COMPARISON OF VOC CONCENTRATIONS IN EXCAVATED SOILS  AND  FEED  SOILS  (PPM BY  WEIGHT)
Run
test
I • Phase
.
2
3
4
5
6
7
e
,0 9
*. 10
II
12
13
14
IS
16
17
18
Average
Dichloroethylfti^
Excavated Feed
Irjchloroethylene
Excavated Feed
let rachl oroe thy 1 ene
Excavated Feed
Xylene
Excavated
Feed
Other VOC's
Excavated
Feed
Tptal
Excavated
VOC's
Feed
I Test Runs
0.48
110.00
3.10
0.21
830.00
770.00
1.20
110.00
1.200.00
270.00
100.00

62.00
.130.00
310.00
140.00

BDL
252.30
O.SS
63.00
0.08*
0.03*
330.00
210.00
0.30*
220.00
470.00
140.00
73.00

47.00
80.00
320.00
210.00

2.40*
135.40
0.64
3,600.00
1.50
0.29
20.000.00
8.400.00
1.50
1.200.00
2.640.00
2.200.00
830.00

39.00*
1,600.00
2.200.00
950.00

BDL
2.728.90
0.21'
1.600.00
1.40
0.04*
19.000.00
11.000.00
0.63*
5.900.00
930.00
1,300.00
760.00

55.00
28.00*
1.800.00
150.00

l.po*
2.657.90
0.13*
4,800.00
4.70
0.81
580.00
39.00*
0.84*
190.00
BDL
1.300.00
5 JO. 00

30.00*
230.00
2,300.00
1.900.00

8.00*
744.60
0.03*
1,500.00
3.90
0.18
950.00
70.00*
0.41*
930.00
98.00*
1,500.00
410.00
NO E X C
61.00
61.00
2.500.00
1.500.00
NO E X C
3.30*
599.20
0.12*
35.00*
0.26
BDL
460.00
240.00
BOL
97.00*
47.00*
110.00
60.00
A V A I ION
29.00*
150.00
140.00
13.00*
A V A T I 0 N
BDL
86.30
BDL
18.00
0.07*
BDL
320.00
380.00
BDL
240.00
20.00*
120.00
49.00*

23.00
59.00
180.00
73.00

BOL.
92.60
0.03*
10.40*
0.06*
0.04*
117.00*
56.00*
0.62*
12.05*
269.60
26.60*
17.30*

BDL
28.30*
35.00*
40.80

BPL
38.40
0.76
6.20*
0.02*
BOL
70.00*
88.00*
BDL
50.00*
BDL
22.00*
7.10*

5.42*
10.00*
13.20*
50.00*

BDL
20.20
1.40
8.555.40
9.62
1.35
21.987.00
9.505.00
4.16
1.609.05
4.156.60
3.906.60
1.537.30

160.0V
2,138.30
4.985.00
3.043.80

8.00
3.850.60
1.55
3,187.20
S.46
0.25
20.670.00
11.748.00
1.34
7,340.00
1,518.00
3,082.00
1.299.10

191.42
238.00
4,813.20
1.983.00

6.70
3,503.30
•Estimated value
BOL r Below Detection limit
6059A

-------
    (ABLE 9-2.  (CONTINUED)
lest
run
number
Dichloroethylene Trichloroethylene TetrachTorocthylene
Excavated feed Excavated Feed Excavated Feed
Xvlene
Other VOC's Total VOC's.
Excavated Feed Excavated Feed Excavated Feed
11. Phase 11 Test Runs
19
/O
21
22
21
24
25
26
21
VO
1 28
Ui
Total
1.80" 0.75* BDL BDL BOL
N 0
0.02' 0.02" 0.08' 0.07" 0.03"
0.45* BDL BDL BOL BOL
N 0
74.00 22.00 > 390. 00 180.00 > 260. 00
N 0
N 0
13.00* BDL 340.00 83.00 210.00

N 0

89.27 22.77 > 730.08 263.07 >470.03
BDL
E X C A V
0.03*
BDL
E X C A V
140.00
E X C A V
E X C A V
120.00

E X C A V

260.03
6.30 3.30
A T I 0 N
0.10 0.16
79.00 34.00
A T I 0 N
="7.190.00 18.00
A T I 0 N
A T I 0 N
35.00* 23.00

A T I 0 N

> 310. 40 78.46
1.50" 0.53* 9.60 4.b8

BOL 0.02* 0.22 0.10
34.76 5.60 114.21 39.60

16.80 5.52 =-930.80 365.52


BDL BDL 598.00 226.00



53.06 11.67 >1,6S2.83 636.00
•estimated Value
 BDL - Below Detection Limit
6059A

-------
    2.    Upon consideration of  the three process  streams  i.e.,
         feed  soil,  processed  soil,  and  discharge  air,   the
         highest level of  confidence was placed in  the  samples
         recovered  from  the  discharge  air  stream.  First,   the
         air  stream  was  far  more  homogeneous  than  the  soil
         streams.   Second,   the   air   stream   was   monitored
         continuously over the entire duration of  the  test.  The
         air sample was passed through  a  highly efficient  VOST
         train  that  effectively  removed  the  VOC's. Therefore,
         the air stream composite  sample  was  assumed to be  the
         most  representative.  The  next decision  was  which  of
         the two remaining streams  was the more  representative.
    3.    Due  to the extremely  nonhomogeneous  nature  of   the
         soil,   it  is  highly  unlikely that  the  one  gram  sample
         (approximately)  of  feed   soil  that was analyzed using
         GC/MS techniques was representative  of  the soils  that
         were actually fed to the  unit  over the  entire duration
         of  the test. Admittedly,  this  is  also  true  of  the
         processed   soils;  however,   the  level  of  confidence
         associated with  the  processed  soil  sample is  higher
         than  that  of  the  feed  soil.   The   feed  soil   was
         generally   full  of  clumps,  moist,  and  irregular  in
         consistency. In  addition,  the  concentrations  of VOC's
         in the feed  soil were normally  very high; therefore,
         the potential  for masking  of  the  lower  concentration
         compounds   by   the   higher   concentration   compounds
         existed,   since   the  detection  limits  were high.   The
         processed   soil,  on  the  other  hand,   was  thoroughly
         mixed  inside the  processor.  The flights  of the  screws
         meshed with each  other  to  effectively  break  down  the
         lumps  that  were   inherent  in   the  feed  soil.   In
         addition,  the processed  soils  were  dry,  more  regular
         in consistency,  and  the  concentrations  of VOC's  were
         much  lower  than those of the  feed  soil.  With  these
         considerations,   the  composite  processed   soil  sample
         was assumed  to  be  the  more  representative.  The  feed
         soil   concentrations   were  backed   out   using   the
         processed  soil  and air  discharge  streams.

    During Test Runs  24  through  28,  the air discharge  stream
was  not  monitored.  Therefore,  for  these  test  runs  the  only
alternative was  to  assume that  the  laboratory  GC/MS  analyses
for VOC's  in the feed soil  was  representative.  For comparison
purposes, Table 9-3  summarizes the values corresponding  to  the
feed  soil   laboratory  determined   via GC/MS  analytical  results
and  the  values  corresponding to  the  "backed  out" feed  soil
concentrations.
                              9-6


6059A

-------
    IABU <>-!.   COMPARISON Of  LABORAfORY GC/MS ANAiyTICAl RISUIIS AND DtRlVED LONCENIRAI IONS IN IHE FEED SOIL (PPM BY WEIGH1)
Run
test
1. Phase
1
?
\
4
5
b
/
8
vo V
I
-J 10
11
12
!.»
14
15
Id
17
18
Averaqe
Dichloroethylene
Laboratory Derived
1 Test Run
0.55
63.00
0.08*
0.03"
130.00
210.00
0.30"
220.00
470.00

110.00
73.00
47.00
47.00
80.00
320.00
210.00
7.70"
2.40"
123.40
S
BOl
560.70
BOL
BOL
939.66
529.40
0.17
290.84
889.06

586.11
264.04
472.19
246.56
410.53
844.63
478.91
204.94
9.71
373.80
Trjcfiloroethylene letrachloroelhylcne
Laboratory Derived laboratory Derived
0.21"
1.600.00
1.40
0.041"
19.000.00
11.000.00
0.63"
5,900.00
930.00

1.300.00
760.00
220.00
55.00
28.00*
1.800.00
150.00
BDL
1.00*
2.374.80
BDL
3.306.35
24.24
0.05
3,475.60
2.907.30
30.40
1.955.26
1.997.44

2.678.54
2,382.81
2.390.63
347.31
1,945.78
2.652.70
2.126.21
1.264.98
1.638.30
0.0.3*
1.500.00
3.90
0.18
950.00
70.00*
0.41*
9*0.00
98.00*

1.500.00
410.00
230.00
61.00
61.00
2,500.00
1.500.00
210.00
3.30*
557.10
BDL
2.907.05
54.55
6.47
596.45
50.50
0.08
699.13
346.21

1.422.03
727.84
1.257.61
117.51
125.70
1.369.21
1.354.17
1.512.32
697.58
Xylene
laboratory
BDL
18.00
0.07*
BDL
320.00
380.00
BDL
240.00
20.00"

120.00
49.00*
50.00
23.00
59.00
180.00
73.00
BDL
BDL
85.12
Other VOC
's
Derived laboratory Derived
BDL
23.48
36.34
0.029
298.22
291.58
7.54
85.97
106.90

27.197.37
65.88
167.49
33.60
98.41
187.20
77.84
14.14
4.93
1.594.27
0.76
6.20*
0.02*
BDL
70.00*
88.00*
BDL
50.00*
BDL

22.00"
7.10*
11.00*
5.42"
10.00"
13.20"
50.00*
4.10*
BDL
18.77
BDL
10.09
BDL
0.06
144.59
89.69
BDL
12.50
38.92

39.13
20.05
65.11
12.24
22.70
45.18
20.64
BDL
9.60
29.47
Total VOC's
Laboratory Derived
1.55
3.187.20
5.46
0.25
20.670.00
11.748.00
1.34
7.340.00
1.5)8.00

3.082.00
1.299.10
558.00
191.42
238.00
4.813.20
1.983.00
221.80
6.7Q
3.159.17
BDL
6.807.68
115.14
6.60
5.454.72
3,868.47
38.19
3,043.70
3.378.54

31.923.17
3,460.63
4.353.02
757.22
2.603.12
5.098.91
4.057.77
2.996.39
36.94
4.333.35
Tstimated value
BDt - Below Detection Limit.

-------
    IABIE 9-i.  (CONTINUED)
Ron PuMorpethylene
test laboratory Derived
II. Phase 11 Test Runs
19 0.75* 2.80
20 0.74* 2.59
21 0.02* BDL
22 BDL BDL
23 BDL 0.01
24
25
26
27
28
Irichloroethylene TeLrjchloroethylene
Laboratory Derived Laboratory Derived
BDl 2.56 BDl
BDL 1.30 0.40*
0.07* 0.01 0.03*
BOL 0.17 BDL
BDL 0.14 BDL
N 0
NO
N 0
N 0
N 0
o.n
BDL
BDL
0.02
0.01
AIR N 0 N I
AIR H 0 N I
AIR H 0 N I
AIR H 0 N I
AIR H 0 N I
Xylene
Laboratory Derived
1.30 10.87
13.00 12.98
0.16 11.81
34.00 40.42
1.50 58.00
T 0 R I N G
T 0 R I N G
r o R I N G
1 0 R I N G
T 0 R I N G
Other VOC's Ipt01 VOC's
Laboratory Derived Laboratory Derived
0.51* 7.19 4.58 23.54
2.36* 17.94 16.50 34.81
0.02* 19.68 0.30 31.50
5.60 21.72 39.60 62.33
0.38 33.29 1.88 91.45





  * - Estimated value
BDL - Below Detection Limit
6059A

-------
    9.1.1.2   Moisture   content.   As  expected,   the  moisture
content of  the  feed  soil varied with  local  weather conditions.
The average moisture  content  of the feed soils was 18.7 percent
by  weight,  with  a  range  of  13.8  to  26.4  percent  by  weight.
During Test  Runs 27  and 28,  previously  treated  soils from Test
Run 2 were processed. The moisture  contents  of  these  soils were
10.7  percent  by  weight  and  11.3  percent  by  weight  for feed
soils used in Test Runs 27 and 28, respectively.

    9.1.1.3   Temperature.  The  temperature  of  the  feed  soils
varied  from  14.2°C  to  31.1°C.   The  average  feed  soil  tem-
perature was 24.9°C.

    9.1.2  Actual air inlet composition/conditions.

    9.1.2.1  VOC concentrations.  Field instruments were used to
monitor  the  total  VOC  concentration  in  the  inlet  air  stream
(the  detection   limit  of  the  field  instrument  was  1  ppm  by
volume).  At  no  time  during the pilot  study  were  VOC's  detected
in the inlet air stream.

    9.1.2.2   Moisture  content.   The  moisture  content  of  the
inlet air  stream varied with ambient  conditions,  time  of day,
etc. As shown in Table 9-1, the average  moisture  content  of the
ambient  air  was 1.9  percent  by weight  and  ranged  from  0.8
percent to 3.0 percent by weight.

    9.1.2.3   Ambient temperature.  The  ambient   temperature  of
the inlet  air stream was  regularly monitored  and recorded.  The
range  of  ambient  temperatures  was  from 17°C   to  33°C,  with
an average value of 26.3°C.

    9.2  Control  test variables.  The  schedule  of  test  runs  as
well  as  a  summary of  the  control  test  variables are  shown  in
Table  5-1.  A  brief  discussion  is  included  in   the  following
s.ubsections.

    9.2.1  Control variables held  constant at all  levels.

    9.2.1.1  Air flow rate. The  air flow  rate was maintained by
setting the  position of the damper located  on  the suction side
of the induced  draft fan.  Although  attempts were made  to seal
the unit,  infiltration  air was inadvertently drawn through the
system. To determine the amount of  air  infiltrating the system,
the flow rate was  measured at two separate locations: 1) at the
discharge of  the air preheater,  and  2)   at  the  suction of  the
induced draft  fan.  The  corresponding  flow  of  infiltration air
was determined using the following equation:


                              9-9
6059A

-------
    Infiltration Air - Air Discharging the Thermal Processor  -
                       Air Discharging the Preheater

    As  shown in  Table 9-1,  the process  air  flow  rate  ranged
from  102  Ibs/hr  to 234 Ibs/hr, with an average flow rate  of  171
Ibs/hr.  The infiltration air  flow  rate ranged  from  145  Ibs/hr
to  286  Ibs/hr.  The  average  infiltration air  flow  rate was  215
Ibs/hr.

    9.2.2   Control variables held constant at various levels.

    9.2.2.1   Soil  discharge temperature. As  mentioned, various
levels  of  soil  discharge  temperature  were  maintained  during
appropriate  test  runs  to   evaluate   the   effect   of  varying
operating  temperature  on VOC  removal  efficiency.  The  operating
.temperature  was  maintained  by  controlling  the  temperature,
pressure,  and flow of  the  heating  fluid  (i.e.,  Therminol 66).
As  the  moisture  content of  the feed soils varied,  however,  the
heat;  input  required  to  achieve  the  desired  soil   discharge
temperature   also   varied,   especially   when  the    operating
temperature  was  in  close  proximity  to  the  boiling  point  of
water.  Therefore,  the  actual  soil discharge  temperatures  varied
slightly  from the target temperature. The range of actual soil
discharge  temperatures  as well as the  average temperatures  are
shown for  Phase I and Phase II test runs in Table 9-1.

    9.2.2.2  Soil  residence  time. The  soil  residence  time  was
maintained by adjusting the rotational  speed  of  the screws.  The
range of  actual  residence  times and the average residence times
are shown  in Table 9-1.

    9.2.2.3  Air  inlet  temperature.  Two  air  inlet  temperatures
were  evaluated  during the pilot  study:   ambient air and  heated
air.  The  average ambient air temperature was 24°C,  but  ranged
from  17°C  to  29°C,  varying  with   local  weather  conditions,
time  of day,  etc.  For the  test  runs  that  operated  with  an
elevated   air   inlet  temperature,   the  electrical  resistance
heater   was  set   to  the   maximum  control   setting   and   the
corresponding  air temperatures were monitored.  The temperature
of  the  heated  air  stream  ranged from  61°C  to  99°C,   with  an
average value of  90°C.
                               9-10
 6059A

-------
    9.3   Response  variables  measured.  The  average  values  for
the response variables  that  were measured as well  as  the range
of values  are  shown  in  Table 9-1. A  brief  discussion and more
detailed  tables  are contained in  Appendix H and  the following
subsections.

    9.3.1   Processed  soil composition/conditions.  The response
variables measured  in the soil  discharge stream  were the  VOC
concentrations,  moisture  content,  and  mass   flow  rate.   As
expected,  these  response  variables  were  totally   dependent  on
the  operating  conditions  of the specific  test  runs,   i.e.,
residence  time,   soil  discharge  temperature,   and  air   inlet
temperature.

    9.3.1.1  VOC concentrations.  A summary table  of the  VOC
concentrations determined to have  been  present  in  the processed
soils  is included  in  Table 9-4.  These  values   represent  the
results  of  the  laboratory GC/MS  analyses.  The VOC  concentra-
tions are presented in a matrix format.

    Although the  VOC  concentrations in  the  processed soils  are
very significant, it is not possible to  evaluate the  effects of
soil residence time,  soil discharge temperature,  and air inlet
temperature by simply comparing the residual  VOC concentrations.
In  most  cases,  the  concentration of   contaminant  in the  feed
soil had a  strong  effect  on  the  corresponding  concentration in
the  processed  soil.   In   addition,  there  were cases where  a
specific contaminant was not determined  to have been  present at
detectable  levels  in  the  feed soil. Therefore,  a  concentration
that is below the detection limit  in the  processed  soil may  not
reflect complete  removal  but  absence of contaminant in the feed
soil.  A  more  effective  means   of  evaluating  the  operating
conditions is to  analyze the VOC  removal efficiency, i.e.:

    VOC Removal Efficiency -

    VOC's in Feed Soil - VOC's in Processed Soil x  100 percent
              VOC's in Feed Soil

    In  this  equation,  the  VOC's  in  feed  soil  refer  to  the
"backed  out" concentrations  discussed   in  Subsection  9.1.1.1.1.
A summary of the  VOC  removal efficiencies associated  with  each
set of operating  conditions is shown in Table 9-5.
                              9-11
6059A

-------
Ambient Air Inlet Temperature

Tim*
(MtoHrtM)



30






45
















60
















75





90




Contaminant

DCE
TCE
PCE
Xylan*
Otrwr
Major 4
Total
DCE
TCE
PCE
Xyl*n*
Othar
Major 4
Tow
DCE
TCE
PCE
Xylan*
Otfwr
Major 4
ToW
DCE
TCE
PCE
Xytan*
OVMT
Major 4
ToW
DCE
TCE
PCE
Xyl*n*
Ottwr
Major 4
ToW
DCE
TCE
PCE
Xyl*n*
Ottwr
Ma|0r4
Total
DCE
TCE
PCE
Otwr
Ma|or4
Tow
DCE
TCE
PCE
Xylan*
OVwr
Major 4
Total
So* CNaehate* Tampaiatur* (>O
SO

160.00
£-"" 880.00 ,,<>;
§ ' 400.00 v v '
64*0 '$•
12.90 "0
1504.00 *,\l
1516.90 *
V:' BOL'
: f 0.01 -, ,
->* 0.05 -
?*; BOL
&^ ani
,4»> OUL '
ysf 0.06 v,,-.
FX, .^0.06 <.'„-
li1 BDL xM
$| BDL ^ -53
fit SOL A-C

fel 8°L''*'

£'1ifiS»S5lS!8W>*A,
0.89
5^X3
1.30
0.13
0.10
7.32
7.42
13.00
21.00
8.60
0.89
0.45
43.49
43.94
3.30
52.00
48.00
5.80
2.89
109.10
111.99

—
—
—
—
~~

—
—
—
—
—
—
•100

BDL
^4 BOL ^
*i
> -' 790 , O
r//5S 67.80 /^
''5~'«8J<3 ^"^
^%«; BOL ^ ^'v
4.1* BDL V
'f *ii BOL "'/'*"
flvMaP »ww j> .
« 0.01 *;
,V; BOL ,', ';
j*f, 001 - :
^S«^AL»% ' ''- i
,_
^_
_
^.
_
—
—
„.,.
.^
.
^_
	
_
w
._
	
^
^
_
—
—

—
—
—
—
~

_
__
^_
_
_
—
1*0

i.'iO

* tft^ 29.00 j.^
^3^ '^ ^'<^
^M 43JO '#5^
fe*^ 44.81 ^M.
•C % 07?' ^
' 4fi» A A« ^&"-«v^
'"!«.'•>. Oi » v%^ :
" w- BDL *i
f« 0.04 '\',
"" \ O1
s^/«^ 1.02 ^^
'^ aoa s $'
^?f 0^1 ^s^;
? «4» °-M ^
^f 0.05 *
*^f& 0.05 44?
#^^^ 1 17 % ^
' i*s ^ ' 1
iv -^,5^2.3^ S;A!
_
—
—
—
—
—
—
_
_
_
—
—
—
—
_
—
_
—
—
—
—

_
—
—
—
~

_
	
_
_
—
—
Maximum

—
—
—
—
—
—
—
_
_
_
_
—
—
—
_
_
_
_
—
—
—
0.39
1.90
0.27
0.03
0.17
2.59
2.76
llm_
•^
—
— .
__
—
—
.^
—
—
_.
_
	
—

—
—
_
—
^™
009
013
BOL
BOL
0.70
072
0.92
         DCE ' DicMoroMnylcn*
         TCE * TncnloroMiylan*
         PCE * T*tracmoro*1hyMn*
         :%& « Phaa* I T*« Hunt
BDL * B«low D*MCtion Limit
—  -Not Evaiuatad
N/A < No VOC'» w*r* o*l«rmin«a to M pr*a*nt
     
-------
II.  Elevated Air Inlet Temperature

Residence
Time
(Minutes)



30






45









60










75





90





Contaminant

DCE
TCE
PCE
Xylene
Other
Major 4
Total
DCE
TCE
PCE
Xylene
Other
Major 4
Total
DCE
TCE
PCE
Xylene
Other
Major 4
Total
OCE
TCE
PCE
Xylene
Other
Major 4
Total
OCE
TCE
PCE
Xylene
Other
Major 4
Total
DCE
TCE
PCE
Xylene
Other
Major 4
Total
SoU Discharge Temperature (°C) . •

M

^ ^ ^'1^ $£&
$^.f 073

t&lxi BOL|||f|
rSfcf^ BDL sKj
^ *„& 0 48 ^SsJ **
'*•> 0,49 ^"i
* v 04$ \- *
£*> 0.02 %U
&* 0.08 &
%>;% 0.30 %|
*i*\ 0-30 ?S
^?f a82Ii
.. *£ 1.12 *5?^

t ^ ' * 40 00 tcf "
'* *32MO**'4
i 3.60 :
' - BDL
„.; 36477 %
C 36477^
%»"UJ.^OiHMJ«>li .». *>- '

	
—
—
—
—


—
—
—
—
—
"

	
—
	
—
—
	

100

* -v
' j * y
—
—
—
—
—
—


—
—
—
—
—
~

^
^.
_
.^
—
—

150

2.00 t-
'- <•" 12.00 •* •/
* ,s 27.00 ^'^
^!Si ^^ % ^'
5>"""t»* 1-50 ^ "*"
f ^^ 48.50 j(> **
f*^ 50.00
" V 1.30 ~ ' ^
^ '<•*& ^.^ fV'i-
^ ^ 1JO 1,^«»t
i - f£ 0.19 ' A '
r';^ 0.78 », -
^H 4.89 ; '>
f ~' 547. ' '"

''^^ 1*0
r - 1.40
;> '„ 0.55
f ', BDL - -;;
• *.' 4.48 *~ ^
ri*j»r'\
BDL
070
0.03
0.05
0.74
078
1.01

—
—
—
—
—

0.01
0.16
0.02
0.14
1.43
0.33
1.76

Maximum

—
—
—
—
—
—
—
—
—
—
—
—
—
—

—
—
—
—
—
—
074
0.98
0.15
0.08
1.35
1.45
2.80
BOL
0.01
BDL
0.04
078
0.05
0.33
BDL
0.01
BDL
0.02
0.53
0.03
0.56
OCE - Dichloroethylene BOL * Below Detection Limit
TCE • Tnchloroethyiene — - Not Evaluated
PCE - Tetrachloroethylene N/A - No VOC's were determined to be present
- Phase I Test Runs m the feed or processed soils.
                          TABLE 9-4  (CONTINUED)




                                  9-13

-------
I.  Ambient Air Inlet Temperature
                                            100.00
                                            100.00
                                            100.00
                                             95.47
                                            100.00
                                             99.91
                                             99.91
                                            100.00
                                            100.00
                                            100.00
                                             99.94
                                              N/A
                                            100.00
                                                                       96.87
                                                                       99.97
                                                                      100.00
                                                                      10000
                                                                       90.52
                                                                       99.98
                                                                       99.91
            OCE
            TCE * TncMoroMtylanc
            ' PCE * TwmchloroMtyMfw
            .ill? * WMM I T«*t Run*
BDL * B*o* OvMeton Umct
—   * Not Ev«lu«Md
N/A * No VOC's w«r« 0*Mrmin«d to Be pr«s*nt
     m tn« MM or proces»«0 soils
       TABLE 9-5  REMOVAL EFFICIENCY OF VOC'S (PERCENT)

                                     9-14

-------
II.  Elevated Air Inlet Temperature
                                                  So« Discharge Temperature (°C)
                                                                     99.66
                                                                     99.60
                                                                     98.30
                                                                     96.45
                                                                     98.17
                                                                     99.10
                                                                     .99.09
DCE
TCE
PCE
Xylene
Other
M«|or4
Total
                                      96.20
                                      99.41
                                      9926
                                      94.65
                                    '  9729
                                      97.36
                                      97.34
DCE
TCE
PCE
Xylene
Other
Major 4
Total
                                      99.89
                                      98.89
                                      89.91
                                      85.95
                                     100.00
                                      95.09
                                                 99.90
                                                 99.95
                                                 99.92
                                                 100.00
                                                 100.00
                                                 99.99
100.00
 99.85
100.00
100.00
100.00
 99.90
DCE
TCE
PCE
Xylene
Other
Major 4
Total
                    DCE
                    TCE
                    PCE
                    Xylene
                    Other
                    Maior 4
                    Total
                    DCE
                    TCE
                    PCE
                    Xylene
                    Other
                    M«|0f4
                    Total
                     DCE
                     TCE
                     PCE
                     Xylene
                     Other
                     Mator4
                     Total
               DCE * Dichloroethylene
               TCE - Trichloroethylene
               PCE - Tetrachloroethylene
                1:.:  - Phase I Test Runs
                            BDL * Below Detection bmrt
                            —   = Not Evaluated
                            N/A * No VOC's were determined to be present
                                  in the feed or processed soils.
                             TABLE 9-5   (CONTINUED)

                                            9-15

-------
    9.3.1.2   Moisture  content.  The  moisture  content  in  the
processed soil varied with  changes  in  the operating conditions.
The moisture content of  the processed soils is  shown,  in matrix
format, for all operating conditions in Table  H-l in Appendix H.

    9.3.1.3   Mass  flow   rate.  The  mass  flow  rates of  the feed
and processed  soils  were monitored  regularly  during  the  pilot
study. As  expected,  the mass  flow  rate of the  processed soils
varied with  changes  in  the operating  conditions  and moisture
content  in  the  soil.  The  mass flow  rates  of  the   feed  and
processed soil streams  are  summarized  in Table H-2  in Appendix
H.

    9.3.2   Actual   air   discharge   composition/conditions.  The
composition/condition of the discharge  air  stream was  monitored
at  two  locations:  1)  at the  suction   side  of  the  afterburner
inlet during  appropriate test  runs; and  2) in  the afterburner
stack  during  three  selected  test  runs  (i.e.,  Test Runs  8,  9,
and 10).  The data collected for each location  will be  presented
separately.

    9.3.2.1  Afterburner inlet.

    9.3.2.1.1   VOC   concentrations.  VOC   concentrations  were
monitored  via  modified   VOST   trains  at  the  afterburner  inlet
during the  first  18  test  runs.  In addition,  to  identify  and
quantify the VOC's that  were being  removed along  the  length  of
the processor,  modified VOST  trains were  also used  to sample
the air  streams  in manifolds  1,  2   and  3 during  Test  Runs  19
through 23.  The  VOC concentrations  determined to  be  present  in
the afterburner  inlet and  in  the three legs  of  the  manifolds
are shown  in Table 9-6.  Those concentrations  are  based on the
results of the GC/MS analyses,  using the VOST  train.

    In addition  to  the  laboratory  GC/MS  analyses,   two  other
modes of analysis  were  used to analyze the discharge gas in the
three  legs of  the  manifold system:  1)  a  CEM  system,   and  2)  a
mobile mass spectrometer. These  instruments were used to obtain
a  real-time  estimate   of  VOC   emissions  from   the  thermal
processor. A  brief discussion  of these modes  of  analysis  and a
summary  of the  data determined  using  these  instruments  are
contained in Tables H-3  through H-6  in  Appendix H.
                              9-16


6059A

-------
I.  Ambient Air Inlet Temperature
                                             So« Dtecharge Temperature (°C)
   Residence
   Tim*
   (MinutM)
                  OCE
                  TCE
                  PCE
                  Xylene
                  Other
                  Major 4
                  Total
                             82.00
                             270.00
                             136.00
                             11.00
                              3.60
                             499.00
                             502.60
                  OCE
                  TCE
                  PCE
                  Xylene
                  Other
                  Major 4
                  Total
                            196.00
                            785.00
                             11.00
                             97.00
                             32.80
                            089.80
                            121.80
 52.00
183.00
  9.20
 11.00 <•
  2.80
255.20
258.00
                                                20.00
                                                90.00
                                                85.00
                                                 1.10
                                                 BOL
                                               196.10
                                               196.10
OCE
TCE
PCE
Xylene
Other
Major 4
Total
                  OCE
                  TCE
                  PCE
                  Xylene
                  Other
                  Major 4
                  Total
             OCE • Dichioroethylene
             TCE - Tnchloroeihylene
             PCE * Tetrachloroethytene
              .:... = Phase I Test Runt
                         BDL * Below Detection Limit
                         —   < Not Evaluated
                         N/A * No VOC't were determined to be present
                              m the teed or processed soils.
          TABLE 9-6  VOC CONCENTRATIONS IN THE AIR
                       DISCHARGE STREAM AT THE AFTERBURNER INLET
                       AS DETERMINED BY GC/MS (PPM BY VOLUME)
                                       9-17

-------
II.  Elevated Air Inlet Temperature
                                                   Sett Discharge Temperature (°C)
                                                     173.00
                                                     283.00
                                                      36.60
                                                      15.80
                                                       7.40
                                                     508.40
                                                     5.15,80
                                     375.00
                                     237.00
                                       3.00
                                       ZOO
                                     702.00
                                              567.00
                                               78.70
                                               60.00
                                               24.70
                                              911.70
                                                 .40
                                                                                 Man Men Man
                                                                                   1    2   3
60
                     OCE
                     TCE
                     PCE
                     Xytene
                     Other
                     Major 4
                     Total
                                                           BDL
                                                           BDL
                                                           BDL
                                                           2.50
                                                           1.10
                                                           2.50
     BDL BDL
     BDL BDL
     BDL BDL
      8.10 2.40
      5.30 1.20
      8.10 2.40
                                                           3.60 13.40 3.60
0.50 0.60 0.50
BDL 0.30 0.30
BDL BDL BDL
1.30 1.90 2.20
0.60 0.80 2.20
1.80 2.80 3.00
2.40 3.60 5.20
       75
             DCE
             TCE
             PCE   •
             Xylene
             Other
             Major 4
             Total
                                                                                 Man Man Man
                                                                                   123
                 BDL BDL BDL
                 BDL BDL BDL
                 BDL BDL BDL
                 0.80 1.50 Z10
                 0.80 2.00 5.50
                 0.80 1.50 2.10
                 1.60 3.50 7.60
                                                                   Man Man Man
                                                                     1    2   3
                                                                           Man Man Man
                                                                            1   2    3
       90
               DCE
               TCE
               PCE
               Xytene
               Other
               Major 4
               Total
BOL BDL BDL
BDL BDL BOL
BOL BDL BOL
6.50 6.00 2.60
4.30 3.60 1.20
6.50 6.00 2.60
10.80 9.60 3.80
0.40 0.50 BDL
BOL 0.30 BDL
BOL BOL BDL
1.10 1.80 1.30
0.50 1.60 4.00
1.50 2.60 1.30
2.00 470 5.30
               DCE » Oichloroetnytene
               TCE » TricnlOfoethytene
               PCE « Tetrachloroethytene
                •'*!•! > Phase I Test Runs
                                          BOL - Below Detection Umit
                                          —   - Not Evaluated
                                          N/A * No VOC's were determined to be present
                                                in the feed or processed soils.
                                  TABLE 9-6   (CONTINUED)

                                              9-l£

-------
    During  optimization runs  24  through 28,  the  air discharge
stream  was   not   monitored  via   modified  VOST"  trains.   The
evaluation  of  test run  conditions  was based  solely  on samples
of the  feed and  processed soils.  'However, in  order  to obtain a
real-time estimate of VOC  emissions,  a CEM system  was used to
monitor manifold  number  2  during  Test Runs 25  through 28.  (The
portable monitor was non-functional during Test Run 24).

    9.3.2.1.2   Moisture content.  The  moisture content of  the
air  discharge stream  was  monitored  at the afterburner  inlet.
The  moisture content  of the  combined  air  stream is  shown  for
all operating conditions in Table H-7 in Appendix H.

    9.3.2.1.3   Temperature.   The  temperature  of   the   gases
discharging  the   thermal  processor were  monitored during  each
test  run.   Temperatures were  monitored  in  each  leg  of  the
manifold  system  as  well  as   at  the  afterburner  inlet.  Air
discharge temperatures  are  summarized in Table H-8  in Appendix
H.

    9.3.2.2    Afterburner   outlet.   In   accordance   with   an
agreement with PADER,  the  gases discharging  the  afterburner
were monitored during  three selected  test runs, Test Runs  8,  9,
and  10.  The  operating  conditions  of  the  three  test   runs
represented  a  low,  medium,  and high VOC-inlet  loading condition
at the  afterburner.  The stack  gases  were monitored  for  VOC's,
particulate,  hydrochloric  acid,   and  fixed gases  (i.e.,  carbon
dioxide, oxygen,  carbon  monoxide).  A  summary of  pertinent  data
is  contained  in  Table  9-7.   Detailed  data   is  included  in
Appendix F.
                              9-19
6059A

-------
    TABLE 9-7.   SUMMARY OF STACK TESTING  RESULTS
Description
Test Date
Test Duration, minutes
Process Conditions:
- Target Soil Residence Time,
minutes
- Target Processed Soil
Temperature, °C
- Inlet Air Conditions
VOC's in Afterburner Inlet
Stream (ppm/ volume)
Stack Gas Composition:
- COZ , \ by volume,
dry basis
- O2 , % by volume,
dry basis
- CO, % by volume,
dry basis
- N2 , % by volume,
dry basis
- Water Vapor, % by volume
Stack Gas Temperature, °C
Stack Gas Temperature, °F
Stack Gas Flow Rate, acfm,
wet basis
Stack Gas Flow Rate, scfm,
dry basis
Stack Gas Emission Rates
- Particulates, Ibs/hr
- Particulates, gr/dscf at
12% COr
- Hydrogen Chloride,
ppm by volume
- Hydrogen Chloride, Ibs/hr
Test
Run 8
8/13/85
203


30

50
Ambient

205.3


7.0

10.6

0.0

82.4
13.7
1,016
1,860

602

116

0.041

0.071

1,140
0.75
Test
Run 9
8/14/85
197


30

100
Heated

515.8


7.4

9.4

0.0

83.2
24.8
999
1,830

598

102

0.021

0.040

3,107
1.80
Test
Run 10
8/15/85
180


60

150
Heated

3623.7


7.7

9.0

0.0

83.3
17.6
977
1,790

553

104

0.032

0.060

2,620
1.55
                              9-20
6059A

-------
    TABLE 9-7.  (continued)
                                 Test       Test       Test
        Description              Run 8      Run 9      Run 10


VOC's in stack gas (ppm/volume)

  Dichloroethylene              <0.0002    <0.0002    <0.0002
  Trichloroethylene             <0.0003    <0.0003    <0.0003
  Tetrachloroethylene           <0.0002    <0.0002    <0.0002
  Xylene                        <0.0003    <0.0003    <0.0003
                              9-21
6059A

-------
    10.  ANALYSIS OF RESULTS

    10.1  Statistical correlations.

    10.1.1   Analytical  technique  for developing  equations.  In
the  early stages  of  the  project,  a  test plan4  was developed
that  identified  key process  variables  and established a matrix
of  test  conditions  (replicated  for   two  different   inlet  air
temperatures). This  experimental  design was  selected to allow
statistical  evaluation  of  the  data. Multiple   linear  regres-
sion*  was  employed  as   the  statistical  analysis of variance
(ANOVA)  technique.  The  analytical  approach  is  outlined  in
Appendix I.

    The objective  of  the  analytical  approach was  to apply the
multiple  linear  regression  technique  to  combinations  of  the
data  base   independent,   control,   and  reponse  variables  to
develop simple linear equations of the type:

                 Y • b0  + biX, + ... •»• bnXn + E

where:

         Y  - response variable
         b0 - intercept
         b,  ...  bn - regression coefficients
         x,  ...  xn - input or controlled variables
         E  - residuals

    The  equations   would   identify  those   input  or  controlled
variables that had  a  greater  significant impact on the response
variable  of  concern;  in  this  case,  the  concentration of  total
VOC's   in  the   processed  soils.   The  method  of  statistical
interpretation was as follows:

    1.   Identified response,  input, and control variables.
    2.   Identified data base.
    3.   Reviewed  data    base  to   identify  and   exclude  data
         outliers.
    4.   Applied  the  multiple  linear  regression  technique  to
         the entire data  base  (i.e.,  every test run,   regardless
         of difference in operating conditions).
    5.   When Step 4 was  unsuccessful,  separated data base into
         subgroups based on soil discharge temperature.
                              10-1
6133A

-------
    6'.   Applied  the  multiple  linear  regression  technique  to
         the subgrouped data.
    7.   Developed  simple  linear  equations   for  design  of  a
         full-scale system.
    8.   Inserted actual data  into  the appropriate equations to
         confirm their validity.

    10.1.1.1   Identification of  response,  input,  and  control
variables.  The  objective  of  employing  the  multiple  linear
regression  technique  was  to  develop correlations  that  would
support  design  of  a  full-scale  system.  In  most cases,  if  not
all cases,  design of  a  full-scale  system would  be based  upon
the  level  of  treatment  required  to  achieve  a  target  VOC
concentration in  the  processed soils. The target  concentration
would  most   likely  be based upon  regulatory  criteria,  or,  if
nonexistent, negotiations  with regulatory agencies.  Therefore,
the  response variable  of  interest was  identified  to  be  the
total VOC concentration in the processed soils.

    The  remainder  of  the  variables were  broken  down  into  two
groups:  1)  those  variables  that are independent,  site-specific,
and  usually known  prior  to design  of  a system  (i.e.  input
variables);   and  2)  those  variables   that  are critical  design
parameters  and,  thus, directly affect  system economics  (i.e.
control  variables).  The   input   and  control  variables  were
identified to be:

    1.   Input Variables
         a.    Moisture  content  of  the  feed  soil  (percent  by
              weight).
         b.    Total VOC concentration in the  feed" soil (#/hr).
    2.   Control Variables
         a.    Heat rate (Btu/hr).
         b.    Residence time (minutes).
         c.    Flow rate of air  (#/hr).

Note   that   temperature   of  the   inlet   air   stream   was  not
identified  as  a  control   variable.  Upon  review  of  the  VOC
removal  efficiencies  listed in Table  9-5,  it was  evident  that
an  elevated  air  inlet  temperature  did  not  improve  thermal
stripping.  In  fact,  in most  cases  the VOC  removal  efficiences
associated  with   the   elevated  air  inlet   temperature  were
actually  lower  than those  associated  with an  ambient  air inlet
temperature.
                              10-2
6133A

-------
    10.1.1.2  Identification of data  base.  Originally, only the
data from Phase I of the pilot  investigation  was 'designated for
statistical evaluation, as  there  were two replications for each
operating  condition   (i.e.  ambient   and  elevated  air  inlet
temperatures). However,  since  the operating  conditions of Test
Runs 24, 25, and 26 of Phase II were  identical  to  those of Test
Run 1,  the  data  from these three runs were also included in the
data base.

    10.1.1.3  Identification  of  data  outliers. The   data  base
was reviewed  to  identify data outliers.  The  following data was
excluded from the data base:

    1.   All  data  pertaining   to  Test  Run  1.  No  detectable
         levels   of  VOC  were determined  to  be present  in  the
         processed soil or  discharge air stream.
    2.   All  data  pertaining   to  Test  Run  2.  The  trichloro-
         ethylene  concentration  in  the  VOST tube   was  not
         quantified.  The  trichloroethylene  peak  on   the  GC/MS
         spectrum was  reported to  be  out of   the  calibration
         range but not saturated. The mass of trichloroethylene
         in  the  VOST  tube  was  reported to   be  greater  than
         70,000  micrograms.
    3.   All data pertaining to Test  Run  4.  The VOC  concentra-
         tions  in  the  discharge  air  stream  were  below  the
         detection limit.
    4.   Test Run  3 -  dichloroethylene  and  other VOC's;  Test
         Run 7 - Other VOC's;  Test  Run 17 - Other  VOC's.  These
         contaminants were  not  present at detectable  levels  in
         the processed soil or  discharge air stream.
    5.   Test Run 7  -  dichloroethylene  and tetrachloroethylene.
         The    concentrations     of    dichloroethylene     and
         tetrachloroethylene were below the detection  limits  in
         the air  stream  and only slightly  above  the  detection
         limit in the processed soils.

    10.1.1.4   Application   of   multiple   linear   regression
techniques.  Originally,  multiple  linear  regression  techniques
were  applied to  the  entire  data   base   using the  previously
identified   response,  input,   and  control  variables.  Initial
attempts to  develop correlations failed. Anticipating  that  an
exponential  relationship may exist,   the  data was  transformed,
and  the  data  base   was   modified   to  include  those  values
corresponding to  the natural  logarithm  of total  VOC's  in  the
processed soil.  However, transformation of  the  data base proved
insufficient;  attempts to develop  correlations still failed.
                              10-3
6133A

-------
    The  next  approach  was  to  separate  the  data  base  into
subgroups  based  on  the  soil  discharge  temperature  (i.e.  low,
medium, and  high  temperature test runs) . when  broken down into
subgroups,  attempts  to  develop  correlations  were  successful.
Simple  linear  equations/  which were  statistically significant,
were developed  for design of  a full-scale system  operating  at
low, medium, or high soil discharge temperatures.

    Since  the  correlations  were  applicable  to  three  distinct
soil discharge  temperature  ranges,  multiple linear  regression
techniques  were  also  employed  to identify the  variables  that
were  significant   to  the  processed  soil  temperature.  Simple
equations  were   developed  to  estimate   the   soil  discharge
temperature for a  system  operating at high temperatures  medium
and high  temperature ranges. No equation was developed for the
low  or medium  temperature  runs  because  there  was  too  much
variance  in  the data  associated  with heat input  to the system
under   these   conditions.   The  significant   input   variables
identified  were moisture  in  the feed  soil and flow  rate  of
inerts. The significant control variables were  identified to  be
heat rate,  moisture  in the  processed soil, and  soil residence
time.

    10.1.2   Presentation  of   correlations.  The  correlations
corresponding  to  the  low,   medium,   and  high   soil  discharge
temperatures will  be  presented and  discussed  separately.  The
following legend is applicable to all equations:

    TOT VOC'sPS    •    Total   VOC    concentrations   in   the
                        processed soil (#/hr).
    TOT VOC'Srs    -    Total VOC concentrations in the feed
                        soil (#/hr).
    H              «    Heat rate (Btu/hr).
    TK             -    Residence Time (minutes).
    FA             »    Flow  Rate  of  Air  (#/hr)  -  includes
                        process and infiltration air.
    Mrs            -    Moisture  in  the  processed soil (percent
                        by weight).
    Mrs            -    Moisture  in  the  feed  soil  (percent  by
                        weight).
    Tempos         -    Temperature   of    the   processed  soil
                        (°C).
    FI             -    Flow     Rate    of     Inerts,      i.e.,
                        non-volatiles     (feed     soil    minus
                        VOC's/moisture)  (#/hr).

    10.1.2.1    Low  temperatures.   Although  the  target  soil
discharge  temperature  was  50°C,  the  actual   soil  discharge
temperature varied slightly.  Therefore,  the equations presented
in   this   subsection  are   not  restricted  to   a   50°C  soil
discharge  temperature  but  are applicable  within the  range  of
49.7°C  to 66.3°C.

                              10-4
6133A

-------
    10.1.2.1.1   VOC  concentratio'n  in  the  processed  soil.  The
correlation for  estimating  the total VOC  concentration  in  the
processed soil for a system operating at low temperatures is as
follows:

       In  [TOT VOC'Spsl - -47.925 +  (9.5717  * TOT VOC'SFs)

                 +  (0.847 *  Mrs) - (0.0904 * TR)

                        + (0.0649 * FA)

    It must be emphasized  that this equation  is  only applicable
if  the  response,  input,  and control  variables  are  within  the
following ranges:

    TEMPPS:        49.7 -  66.3 (°C)

    TOT VOC'sFS:    0.00791  - 0.7617  (#/hr)  (i.e.,  40-3,890 ppm)

    MFS:           16.4 -  20.6 (Percent  by weight)

    TR:            29.70  -  58.57  (minutes)                   ,

    FA:            356  -  464 (#/hr)

    H:             11,624  -  47,765  (Btu/hr)

    Even though  heat  rate   is not  determined to be  significant
in  the  correlation,  its  range of values (i.e. 11,624 Btu/hr to
47,765  Btu/hr)   must  be   observed.  Since   actual   total  VOC
concentrations in  the  processed soil  resulted  from  a  system
that  operated  within  the   corresponding  heat rate   range,  its
presence  in  the  equation  is implied.  The fact  that  the  heat
rate  is  not  contained  in the  equation, however,  suggests  that
there is not  a strong  correlation  between the VOC  concentration
in  the  processed soil  and  the heat  input to  the system  at  low
temperatures.

    10.1.2.1.1.1    Analysis  of  the   regression   coefficients.
Analysis of the  regression coefficients  in  the  equation  gives
an  indication of the  relative importance  of each of the input
or control variables. A positive regression  coefficient implies
that  the  VOC  concentration in the  processed soil increases as
the  value of  the  input  or  control  variable  increases.  The
reverse  is  true  for   variables  with   a  negative   regression
coefficient.
                              10-5
6133A

-------
    As expected,  the  VOC concentration in'the  feed  soils  has a
positive regression coefficient. Obviously,  for fixed operating
conditions, an  increase  in the  feed  concentration  would result
in a higher concentration in the processed soil.

    The  equation  also  indicates  that   an   increase   in  the
moisture content  of  the feed  soil  would  result  in  an  increase
in   the   VOC   concentration   of   the   processed   soils.   The
explanation  for  this  phenomena may  be  twofold. First,  since
VOC's  are  soluble in  water,   a  higher  moisture  content  could
contain a  greater  amount of VOC's  in solution and,  thus, result
in a feed soil with a higher concentration.  As  mentioned above,
under  fixed  operating  conditions   a  higher  feed concentration
would  result in  a higher  processed soil  concentration.  Second,
if more moisture  is present  in the soils, the heat input to the
system may be  absorbed by  the moisture  and  not contribute  to
VOC volatization.

    The  regression coefficient  of  residence time  is negative,
as expected,  suggesting  the obvious:  an increase in treatment
time,  under fixed  operating conditions,  would result in a lower
VOC concentration  in the processed  soil.

    An unexpected  phenomena  corresponds  to  the air  flow  rate.
It  seems   intuitive  that  in   a  thermal  stripping   process,  an
increase  in  the   flow  rate  of air  would   result   in  greater
stripping    and   enhanced    volatization.    The    regression
coefficient,  however,  suggests just  the  opposite;   an  increase
in  the  air   flow  rate   would  result  in  an  increased  VOC
concentration  in  the processed  soil.  This  may  be  due  to  the
fact that  inherent in  the  term "thermal stripping,"  temperature
plays   a   major   role.    Obviously,   under   fixed   operating
conditions,  an   increased  air  flow   rate  would   absorb  an
increased  amount  of heat.  This may result in a  lower effective
operating temperature and reduce the volatization rate.

    10.1.2.1.1.2   Testing  the  validity of  the  equation. Actual
data from  the  low temperature  test runs were inserted  into the
equation to  test  its  validity. A  summary of  actual values  of
the natural logarithm of  the  total VOC's  in  the  processed soil
is  shown  on Table 10-1.  For  comparison,  listed also  are  the
estimated  values  which  resulted when  the actual data  from the
appropriate test  run  was  inserted  into  the  equation. As shown,
the estimated  values  exhibited an  average deviation (i.e.  100%
x  (1  -  estimated/actual))  from   the   actual  values  of  2.51
percent. The range of deviation was  from 0.45 percent  to 8.08
percent).
                              10-6
6133A

-------
    TABLE 10-1.  COMPARISON OF ACTUAL AND ESTIMATED VALUES  FOR
                 THE NATURAL LOG OF THE TOTAL VOC'CONCENTRATION
                 IN THE PROCESSED SOIL - LOW TEMPERATURES
                                                    Deviation
                                                  between  actual
          In [TOT VOC's],.,    In  [TOT VOC's]PS     and estimated
Test run     (actual)          (estimated)          (percent)
3 -11
7 -8
8 -1
18 -8
24 -6
25 -4
26 -4

.737
.990
.009
.467
.970
.953
.175

-11.630
-9.780
-0.985
-8.505
-7.069
-4.710
-4.314

0.92
8.08
2.44
0.45
1.40
1.05
3.22
Average 2.51
                              10-7
6133A

-------
    A graphical  presentation  of actual  versus  estimated values
is  shown  in  Figure  10-1. Also  displayed  are  isoconcentration
lines representing  the  low,  medium,  and high values  of actual
feed concentrations  (i.e.  40  ppm,  1,960 ppm,  and  3,890  ppm) .
The  equation  is  valid  within the  region bounded by  the  upper
and  lower  boundary  lines.   These   lines   were   developed  by
inserting the minimum and  maximum  values, where appropriate, of
each of  the  input  and control  variables  and  solving  for  the
natural logarithm of the total VOC's in the processed soil.

    10.1.2.1.2  Temperature of the  processed soils.  Attempts to
develop a  statistically  significant  equation  to  estimate  the
temperature of  the  processed  soil were  not successful.  There
was  too  much variance  in the  data  corresponding  to  the  low
temperature runs, specifically heat rate.
    10.1.2.2   Middle temperatures.  The  target  soil  discharge
temperature  for  the  middle  temperature   runs  was  100°C.  The
actual  temperature  ranged  from  95.4°C to  120. 9°C.  Since the
equation was developed using  actual  values,  the correlation is
valid within this temperature range.

    10.1.2.2.1  Total VOC  concentration in  the  processed soil.
The  equation  for  predicting  the natural   logarithm  of  total
VOC's  in  the  processed  soil for  a  system  operating  at  middle
temperatures is:

           In [TOT  VOC'S] PS  -  -18.7913 - (0.0569 « TR)

          -  (8.04 x 10"  *  H) + (5.3553  *  TOT VOC'SFS)

                        t- (0.5112 * Mrs)

    This  equation  is  only  applicable if  the  variables  are
within the following ranges:
         s:        95.4 - 120.9 (°C)
    TOT VOC'Srs:   0.424  -  1.481   (#/hr)  (i.e.,  1,750  ppm  -
                   6,120 ppm)
    MFS:           13.8 - 26.4 (Percent by weight)
    T*:            29.29 - 61.24 (minutes)
    FA:            300 - 440 (#/hr)
    H:             90,234 - 457,029 (Btu/hr)

    In  spite of  the  fact that air flow rate is not contained in
the correlation,  the above  equation  is  only  applicable  within
the range  noted (i.e.  300-440  #/hr).  There does  not appear to
be  a  strong correlation between  concentration of VOC's  in the
processed soil and the air flow rate within the noted range.
                              10-8
6133A

-------
   20


   18


   16


   14


   12


   10


    8


    6


    4


I  2


|o


T "2

   -4


   -6


   -8


  -10


  -12


  -14


  -16

  -18  .


  -20  -
                     Low Temperature*
                                                    Upper Boundary
                                                    0.7617 (3890 PPM)
                                                    0.3848 (1960 PPM)
                                                    0.00791 (40 PPM)
                                                    Lower Boundary

                                                         Legend
                                                      A Estimated
                                                      • Actual
      10    15   20   25   30   35  40   45   50  55   60
                     Soil Residence Time
FIGURE 10-1   COMPARISON OF ACTUAL VERSUS ESTIMATED VALUES
             OF THE NATURAL LOGARITHM OF TOTAL VOC'S IN THE
             PROCESSED SOIL - LOW TEMPERATURE RUNS
                           10-9

-------
    10.1.2.2.1.1   Analysis  of  the  regression  coefficients.  As
mentioned,  the  regression  coefficients  indicate  the  relative
contribution  of  each  of  the  input  and control  variables.  The
regression coefficients of the  residence time  and heat  rate are
both negative  values.  This implies  that  as the  treatment  time
and  heat   input  to   the   system   are   increased,   the   VOC
concentration in the processed soil would decrease accordingly.

    The  regression coefficients  of  the feed  concentration  and
feed moisture  content  are positive  values.  This  is consistent
with  the correlation  developed  for the  low  temperature  runs
discussed in Subsection 10.1.2.1.1.1.

    10.1.2.2.1.2   Testing the  validity  of the  equation.  Actual
values  from  the   appropriate  test  runs were  plugged  into  the
equation  to  test   its validity.  For  comparison,  the  actual
values of the  natural  logarithm of. total VOC's in the processed
soil is shown along with the estimated values  in  Table  10-2.  As
shown,  the deviation between  the actual and estimated values is
within the range  of 0.01 percent  to 0.32 percent.  The average
deviation between  actual  and  estimated values  is 0.09  percent.
For illustration,  the  actual  and estimated values  are  shown  in
Figure 10-2,  as  well  as xsoconcentration lines corresponding to
the  low,  mid,  and high VOC  feed  concentrations  (i.e.,  1,750
ppm, 3,940 ppm,  and 6,120  ppm) . The equation is only valid with
the region  bounded by  the  upper and lower  limit  lines.  These
lines were generated by inserting the minimum or maximum values
of the variables, within the noted ranges,  into the equation.

    10.1.2.2.1.3   Temperature   of   the   processed  soils.    An
equation was  not  developed to  estimate the temperature  of  the
processed soil when  operating  at middle  temperatures.  Attempts
resulted  in  an equation which  was  highly  suspect.  The  equation
indicated  that  the  temperature  of   the  processed  soil  would
increase  with an  increase  in  the  moisture  content.  However,
comparison of actual test data  indicated that  just the  opposite
was   true,    as    intuitively   expected.    In   actuality,   the
temperature  of  the  processed  soil   increased  with  decreasing
moisture  content  in  the  processed  soil.   The  equation  was
determined to be invalid.

    10.1.2.3   High temperatures.  The  equations  developed  for
the  high   temperature  runs   are   valid   for  soil  discharge
temperatures betwen 137.3°C and 175.3°C.
                              10-10
6133A

-------
    TABLE 10-2.  COMPARISON OF ACTUAL AND ESTIMATED VALUES  FOR
                 THE NATURAL LOG OF THE TOTAL VOC"CONCENTRATION
                 IN THE PROCESSED SOIL - MIDDLE TEMPERATURES
                                                    Deviation
                                                  between  actual
          In [TOT VOC's] PS   In [TOT VOC'sJ.-s     and estimated
Test run     (actual)          (estimated)          (percent)
5
6
9
16
17

-6.
-3.
-3.
-7.
-13.

738
803
649
067
673

-6.
-3.
-3.
-7.
-13.

741
791
651
068
676
Average
0.04
0.32
0.05
0.01
0.02
0.09
                              10-11
6133A

-------









09
U
1







20 i
18 .
16 -
m
14 .
12 •
10 •
8 •
6 •
4 .
2 .
•
•
-2 •
-4 .
-6 -
-8 •
-10 •
-12 •
-14 .
-16 .
-18 •
-20 •
•22 .
m
0
Middle Temperatures









^^__^^
' *~ Upper Limit
~~ — 	 1.481 (6120 PPM)
	 0.9525 (3940 PPM)
— 0.424 (1750 PPM)
*
— Lower Limit

Legend
A Estimated
• Actual
5 10 15 20 25 30 35 40 45 50 55 60
Soil Residence Time
FIGURE 10-2  COMPARISON OF ACTUAL VERSUS ESTIMATED VALUES
           OF THE NATURAL LOGARITHM OF TOTAL VOC'S IN THE
           PROCESSED SOIL • MIDDLE TEMPERATURE RUNS
                       10-12

-------
    10.1.2.3.1  Total  VOC concentration  in the processed soil..
The equation developed to estimate  the  natural logarithm of the
total VOC's  in  the processed soil  for a system operating a high
temperatures is:

         In  [TOT VOC's]PS » 1.5843  - (3.212 x  10"s * H)

                +  (0.2784 * Mrs) -  (0.1993  * TR)

    This equation  is only valid  for input  and control variables
within the following ranges:

    TOT VOC'Srs:   0.135 -  4.651  (#/hr)  (i.e., 757 ppm - 31,923
                   ppm)
    Mrs:           15.5 - 20.6 (Percent by weight)
    TR:             28.93 - 60.2 (mLnutes)
    FA:             316 - 430 (#/hr)
    H:             55,326 - 206,412 (Btu/hr)

    The feed  concentration  and  flow  rate  of  air  are  not  con-
tained  in  the  equation; however,  the  equation  is  only  valid
within the noted ranges.

    10.1.2.3.1.1   Analysis  of  the  regression  coefficients.  As
expected,   the  estimated  concentration  in  the processed  soils
decreases   as  the  heat  rate  and residence  time  increase.  Obvi-
ously, the  higher  the level of  treatment,  the lower  the resid-
ual VOC concentration. As in the case of  low  and  middle temper-
ature test runs, the  regression coefficient for the moisture in
the feed  soil  is  positive.  As  previously  discussed,  a  higher
moisture content has  the potential to contain a  higher concen-
tration of VOC's in solution.  Also, for fixed operating  condi-
tions,  the  heat  input  to  the  system  may be absorbed by  the
moisture,    thus   decreasing   the   VOC   volatization   rate.
Unexpectedly, the  concentration of VOC's  in  the feed  soil  was
not  determined  to  be  a significant  factor  in  the  equation.
Absence   of   this   factor    cannot  be   attributed   to   low,
insignificant amounts  of contaminant in  the  feed  soil as  the
feed  concentrations  were  relatively high  (i.e.,  average  feed
concentration of   9,640  ppm  total  VOC's).  Possibly  the  feed.
concentration is  not   a  highly  significant factor because  the
operating   temperature of  the  system   (i.e.,   150°C)  was  much
higher than  the  boiling point of the major contaminants  (i.e.,
Dichloroethylene - 49°C, trichloroethylene -  87°C,  Porchloro-
ethylene - 121°C,  and  xylene - 144°C).
                              10-13
6133A

-------
    10.1.2.3.1.2  Testing  the  validity of  the  equation.  Actual
values of  the  input and  control variables  were  inserted  into
the equation to solve  for  the  estimated values  of  the natural
logarithm of the  total  VOC's in  the  processed soil.  The  esti-
mated as well as  the actual values  are shown in Table 10-3. The
average deviation  between  the  actual  and  estimated  values  was
2.46,  as  shown  in Table  10-3.  The  range of  deviation was  from
0.01 percent to  4.78 percent.

    For  illustration,  the  actual  and estimated  values of  the
natural logarithm of total  VOC's  in the processed soil is shown
in Figure  10-3.  Also  included  on this graph are  constant  heat
rate  lines corresponding  to the  low,  medium,  and  high  heat
input to  the  system (i.e.,  55,326  Btu/hr,  130,869  Btu/hr,  and
206,412 Btu/hr,  respectively).  As  shown, the  equation is valid
in the region bounded by  the upper  limit  and  lower  limit.  The
upper and  lower limits  were derived  from inserting  the minimum
and/or maximum  values  of  the input and control  variables  into
the  equation  and  solving  for  concentration  in  the processed
soils.

    10.1.2.3.2   Temperature of  the  processed  soil.  The equation
developed  for estimating  the temperature of  the  processed  soil
for a system operating  at  high  temperatures  is:

     TEMPps: 324.9714 +  (6.107  x 10's  * H)  - (6.4424  * MFS)

                -  (18.0114 * MPS) -  (0.326  * F.)

    The equation is valid  for a  system operating  with variables
whose values are within  the following ranges only;

    H:             55,325  - 206,411  (Btu/hr)
    MFS:            15.5  -  20.6  (Percent by weight)
    MPS:            0.1  - 2.0 (Percent by weight)
    F, :            110.54  - 242.27  (#/hr)
    T*:            28.93 - 60.2  (minutes)

    10.1.2.3.2.1  Analysis  of  the  regression  coefficients. The
regression  coefficient  of  heat  rate is  positive,   indicating
that  the  higher the heat  input,  the  higher  the  temperature of
the processed soil.
                              10-14
6133A

-------
    TABLE 10-3.   COMPARISON OF ACTUAL AND ESTIMATED VALUES FOR
                 THE NATURAL LOG OF THE TOTAL VOC CONCENTRATION
                 IN THE PROCESSED SOIL - HIGH TEMPERATURES
                                                    Deviation
                                                  between actual
          In [TOT VOC's]PS    In [TOT VOC's]PS     and estimated
Test run     (actual)          (estimated)          (percent)
10
11
12
13
14
15

-7
-6
-5
-7
-8
-5

.584
.588
.178
.876
.079
.017

-7
-6
-4
-7
-7
-5

.505
.881
.942
.875
.934
. 164

1
4
4
0
1
2
Average 2
.05
.26
.78
.01
.83
.85 '
.46
                             10-15
6133A

-------
  20


  18


  16


  14


  12


  10 4


   8


   6


   4





O  0 -
o


I
  -4 -


  -6


  -8


 -10


 -12


 -14


 -16


 -18


 -20 .
                       High Temperatures
                                                     Upper Limit
                                                     55,326 BTU/Hr
                                                    130,869 BTU/Hr


                                                    206,412 BTU/Hr

                                                     Lower Limit
                                                          Legend
                                                       A Estimated
                                                       • Actual
                          f    F
                                       I    I    I
0   5   10  15   20   25   30  35   40   45  50   55   60

                         Soil
   FIGURE 10-3 COMPARISON OF ACTUAL AND ESTIMATED VALUES OF THE
               NATURAL LOGARITHM OF TOTAL VOC CONCENTRATION
               IN THE PROCESSED SOIL - HIGH TEMPERATURE RUNS
                            10-16

-------
    Both  moisture content  of  the  feed soil  and  flow  rate  of
inerts   have   negative   regression   coefficients.   Therefore,
increasing  either of  these  variables would  result  in lowering
the  processed  soil   temperature."  For these  high  temperature
runs,  moisture  content  of  the  processed  soil  also  has  a
negative  regression  coefficient.  It  is  suspected  that  this  is
due  to  the  fact  that  all  of  these  runs  had processed  soil
temperatures well  above the boiling  point of water  (i.e.,  140
to  175°C).  Within this regime,  it  is logical that  an inverse
relationship  between  processed  soil  temperature  and  moisture
content  would  exist   (i.e.,  the  higher  the  processed  soil
temperature, the lower the soil moisture content).

    10.1.2.3.2.2   Testing  the  validity  of   the  equation.  The
validity  of  the correlation that was  developed  to  estimate the
temperature of the processed soil was  tested  using  actual data.
The  actual  soil temperatures corresponding to each  test  run as
well  as   the  estimated  values  are  shown  in Table  10-4.  The
correlation estimated  the  actual  temperature  within  a deviation
range of  0.25  percent to  0.85  percent.  A graphical  display  of
the   actual   and  estimated   values   of  the   soil   discharge
temperatures is shown  in Figure 10-4.

    10.2  Emission control efficiency.

    10.2.1  Controlled emissions.

    10.2.1.1   Off-gas  manifold system.  Two  modes  of  analysis
were used to analyze the discharge gas in the three legs of the
manifold  systems:  1)  a CEM system,  and  2)  a  Bruker  MM1  Mobile
Mass  Spectrometer.  Each mode  will be discussed separately  in
the following subsections.

    10.2.1.1.1   CEM   system.  A  comparison  of  the  total  VOC
concentration  as  measured  by the CEM  system  and GC/MS analyses
is displayed in Appendix H, Table H-3  for the Phase  I  test  runs
and  those Phase  II  test runs that were  monitored.  An AID  was
used during test runs  1 through 11; an OVA was used  during  test
runs  12  through  18.  Analysis of  Table H-3   indicates  that  the
OVA  more  accurately  estimated the  gross  VOC  concentrations  in
manifolds 1,  2,  and   3 compared  to the AID.  The  concentrations
detected  by  the OVA  during  the  Phase  I  test runs  deviated  29
percent  (average)  from the GC/MS  analytical  values.  Analysis of
Table H-3, however,  indicates that the  OVA  deviated  from the
                              10-17
6133A

-------
    TABLE 10-4.
COMPARISON OF ACTUAL AND ESTIMATED VALUES OF
TEMPERATURE OF THE PROCESSED SOIL - HIGH
TEMPERATURES
          In [TOT VOC'S]PS
Test run   (actual - °C)
            In [TOT VOC's]PS
            (estimated - °C)
  Deviation
between actual
and estimated
  (percent)
10
11
12
13
14
15
158.66
137.34
143.27
175.27
175.33
140.30
159.26
137.84
143.78
174.44
175.77
139.12
0.38
0.36
0.35
0.48
0.25
0.85
6133A
                              10-18

-------
          200


          190


          180


          170


          160


          150


          140


          130


          120


Temperature
    of
the Processed 100
  SoU(OC)

           90


           80


           70


           60


           50


           40


           30


           20


           10


           0
         Legend
      £ Estimated
      • Actual
                15.000    45.000     75.000   105.000   145.000
                                       HMt Rat* (BTU/Hr)
175.000   205,000
            FIGURE 10-4   COMPARISON OF ACTUAL VERSUS ESTIMATED
                         VALUES OF TEMPERATURE OF THE PROCESSED
                         SOIL • HIGH TEMPERATURE RUNS
                                   10-19

-------
GC/MS analytical  results by  89.41  percent during the  Phase II
test runs.  This  may  be  explained  by  considering the  negative
pressure  which  had to  be overcome  by  the suction pump  on the
instrument. During Phase  I  test runs,  the OVA was used  in each
of  the  three  manifold  lines  each  of  which  accounted  for
approximately one-third of  the  total flow. The suction  pump on
the OVA  was obviously powerful enough  to  overcome the negative
pressure  in the  lines.  During the Phase II test  runs,  however,
the OVA  was  connected  to  the  afterburner inlet. The  flow was
three times higher at this  location, and  the  negative  pressure
was greater;  possibly,  it was too high  for the  suction  pump on
the OVA  to  overcome.  This may  explain  why the accuracy  of the
OVA for  estimating VOC's  in the discharge air was so much lower
during the Phase  II test  runs.  If the OVA is  to  be  utilized in
this capacity,  the  instrument  manufacturer should be consulted
to determine  if  the  pump suction  pressure  is  appropriate for
the specific application.

    10.2.1.1.2    Bruker   MM1  Mobile  Mass   Spectrometer.   The
results  from  the  Mobile  Mass  Spectrometer   are  displayed  in
Tables H-4, H-5,  and H-6  in Appendix H.  As  mentioned,  the1 MM 1
was not  calibrated  for   quantification,  nor   was the  sampling
method (simply  placing  the  probe  two  inches   from the  sampling
port)  quantitative.  The  data can  be  used only  in  a  relative
sense,  it  cannot  be converted to  concentrations in air.  Several
features of the data are noted:

    1.    The  base  peak  in  all  samples  from Test  Run 2  was at
         166  atomic  mass units (amu),  which  is  characteristic
         of tetrachloroethene.  However,  since  this compound was
         not  a   target   compound   during   this  run,  relative
         quantification was not obtained.  Analysis of Table 9-6
  '       (VOC  concentrations   in   the   air   discharge  stream)
         indicates that during Test  Run  2,  the concentration of
         tetrachloroethylene    was    237    ppm   by   volume.
         Tetrachloroethylene  was   the   second  major  compound
         determined •  to   be   discharging   from   the   unit.
         (Trichloroethylene  was the most  prominent  at  375 ppm
         by volume.)
    2.    Generally, the  samples from Test  Run 4  contained the
         lowest levels of chlorinated  hydrocarbons.  Analysis of
         Table 9-6  lends credibility to  this  finding as  shown
         by  the  following  summary of  the  concentrations  of
         total VOC's discharging in  the air stream:
              Test Run 2 -  704 ppm  by volume.
              Test Run 4 - 1.10 ppm  by volume.
              Test Run 5 -  936 ppm  by volume.
                              10-20
6133A

-------
    3.    1,1,1-Trichloroethene  registered the greatest response
          during  Test Run  5; however,  no detectable  levels of
          this  compound  were determined  to  be  present  in the
          GC/MS analytical results.
    4.    Aliphatic  hydrocarbons  were detected to  be present in
          Test Runs  2 and 4.  A  portion  of  this response probably
          arose  from  the  presence  of  emissions  from the oil
          heater. Note  that  levels of  aliphatic  hydrocarbons do
          not drop off during baseline sampling events.
    5.    The   sample   probe  was   placed   inside   pails   of
          contaminated  soil.  Headspace  sampling  of  feed  soil
          also   confirmed   the   presence   of  the   chlorinated
          hydrocarbons seen  during the soil processing.
    6.    Base line  sampling was  performed in  the  same location
          as  port   sampling  except  that  the  port  valve  was
          closed. Ambient air  (e.g.,  clean  outside   air)  gives
          readings of approximately 2-2.5 arbitrary log units.

    In  summary,  comparison of the MM1  data  with  those obtained
by  conventional methods  (charcoal  sampling,  GC/MS  analysis)
indicates that  reliable  qualitative  information  is generated by
the MM1.  As  mentioned  previously, the data can only  be used in
a  relative  sense;   however,  considerable  attention needs  to be
given  to  the  sampling  methods  and  quantitative  instrument
calibration  prior   to  any   attempts  to  use this  instrument for
quantitative analysis.

    10.2.1.2  Afterburner   outlet.   The  gases discharged  from
the  thermal  processor  were  contained  and  directed  to  the
afterburner for thermal  destruction. Stack  tests  were conducted
to  determine  if  exhaust   emissions were  in  compliance  with
Federal and state regulations. A  detailed  discussion  of  results
is contained in Subsection  11.2.

    10.2.2    Fugitive    emissions.   As   discussed,   the   VOC
concentrations  in  the  excavated  and  feed soils  were  monitored
to  determine  the   gross   amount  of  VOC's  which  escaped  as
fugitive  emissions.  Table   9-2 displays  the  VOC  concentrations
for  the  excavated  and  feed soils  in Phase I  and Phase  II,
respectively. A summary  table  showing  the average  concentration
of the  specific  VOC's  in the feed and  excavated soils  is  shown
in Table  10-5.  Review  of   this  table  indicates  that in  every
case except xylene  which is only semivolatile, the  concentration
                              10-21
6133A

-------
    TABLE 10-5.   COMPARISON OF VOC CONCENTRATIONS IN THE
                 EXCAVATED AND FEED SOILS
Compound
VOC concentration
in excavated soil
 (ppm by weight)
VOC concentration
 in feed soil
(ppm by weight)
 Fugitive
 emissions
(percent by
   we i g h t)
Dichloro-
ethylene

Trichloro-
ethylene

Tetrachloro-
ethylene

Xylene

Other VOC's

Total VOC's
     252.30


   2,782.90


     744.60

      86.30

      38.40

   3,850.50
     135.40


   2,657.90


     599.20

      92.60

      20.20

   3,503.30
  46.33


   4 .49


  19.53

   7.30

  47.40

   9.02
6133A
                              10-22

-------
in  the  feed  soil  is  lower  than  that  of  the  excavated soil.
Based  on  the  soil  samples,   this   indicates   "that  fugitive
emissions of  VOC's  occurred from the  time  of  excavation to the
time the  soils  were fed  to  the 'unit.  The amount  of  fugitive
emissions  ranged  from  4.49  percent  to  47.40  percent  for  the
specific  VOC's.  The  fugitive  emissions corresponding   to  the
average  total VOC's were 9.02 percent.  It  is  important  to note
that the fugitive emissions are  based  on the  corresponding soil
sample  results  and  not  air  monitoring. As  soil  is  extremely
nonhomogeneous,   these   values   represent  estimated   fugitive
emissions only.

    10.3  Results of optimization runs.

    10.3.1  VOC  removal  along the length of the  unit.  As shown
in Table 9-6,  the VOC concentrations were monitored in  each leg
of the manifold system  during Test  Runs 19 through 23.  Specific
VOC's are discussed separately.

    10.3.1.1  Dichloroethylene.  Detectable  levels  of  dichloro-
ethylene were  observed  under the following test conditions:

    1.    Residence Time - 60 minutes
         Soil  Temperature - maximum (i.e., 224°C)
         Air Temperature - elevated
         Dichloroethylene Removal Efficiency - 92.71 percent
         Dichloroethylene in Processed Soil -  0.24 ppm by weight
    2.    Residence Time - 90 minutes
         Soil  Temperature - maximum (i.e., 218"C)
         Air Temperature - elevated
         Dichloroethylene Removal Efficiency - 100 percent
         Dichloroethylene  in  Processed  Soil  -  below  detection
         limits

    As shown  in  Table  9-6,  during  the  60-minute  test  run,  the
dichororethylene removal rate increased  from 0.50  ppm by volume
in  leg  1 to  a  maximum value of 0.60 ppm  by  volume in  leg  2,
then decreased to 0.50  ppm by volume  in  leg  3 of  the  manifold
system.  Since the  dichloroethylene removal efficiency  was only
92.71 percent, the  contaminant  was  not  completely  removed from
the soil. VOC's were still being removed, indicating that under
the operating conditions,  the  residence time was  insufficient
for complete removal.
                             10-23
6133A

-------
    In the case of  the  90-minute test run, the dichloroethylene
removal rate increased  from  0.40 ppm by  volume  to 0.50  ppm by
volume in legs 1  and  2, respectively, then decreased to a level
that  was  below  detection  limits  in  leg  3.  Analysis  of  the
dichloroethylene    removal   efficiency    (i.e.,    100   percent)
indicates that extension  of the  residence time,  under  similar
operating  conditions,  removed  a  greater  mass  of  dichloro-
ethylene.

    10.3.1.2    Trichloroethylene.    Detectable    levels    of
trichloroethylene  were  present  in  those  test  runs  operating
under the following conditions:

    1.   Residence Time  -  60 minutes
         Soil Temperature  - maximum (i.e., 224°C)
         Air Temperature - elevated
         Trichloroethylene Removal Efficiency - 67.48 percent
         Trichloroethylene  in  Processed   Soil   -  0.98  ppm  by
         weight
    2.   Residence Time  -  90 minutes
         Soil Temperature  - maximum (i.e.  218°C)
         Air Temperature - elevated
         Trichloroethylene Removal Efficiency - 99.54 percent
         Trichloroethylene  in  Processed   Soil   -  0.01  ppm  by
         weight

    As  shown in   Table  9-6, during  the  60-minute test  run the
trichloroethylene  removal  rate was  below detectable  levels in
leg  1  and increased  to 0.30 ppm by  volume in  legs  2  and 3 of
the  manifold  system.  As  evidenced  by  the  trichloroethylene
removal  efficiency (i.e.,  67.48  percent),  the   length  of  the
unit  was  insufficient to   remove the contaminant  at  the fixed
operating conditions.  Trichloroethylene was  still  being removed
in the last portion of the unit.

    During   the   90-minute  test  run,   the  trichloroethylene
removal  rate increased  from below  detectable  levels  in  leg 1,
increased  to 0.30  ppm  by  volume  in  leg 2,  and  decreased to
below  detectable  limits   in  leg  3 of   the  manifold  system.
Analysis  of  the  trichloroethylene   removal  efficiency   (i.e.,
99.54 percent), however,  indicates  that  not all the contaminant
was  removed  from the soil.  This indicates  that  at  the  corre-
sponding  temperature  and  residence  time, a residual  amount of
trichloroethylene  will  remain  in  the soil. In  this  case,  the
concentration  of  trichloroethylene  in  the processed  soil  was
0.1 ppm.

    10.3.1.3   Tetrachloroethylene.   No   detectable   levels  of
tetrachloroethylene were  determined  to  be present  in  the  off-
gas manifold system during Test  Runs 19  through 23.  Therefore,
no  analysis  can  be  made  regarding  tetrachloroethylene  removal
rates.

                              10-24
6133A

-------
    10.3.1.4  Xylene.  Detectable  levels  of xylene were present
in the  off-gas  manifold  system during Test Runs '19  through 23,
which operated under the following conditions:

    1.   Residence Time - 60 minutes
         Soil Temperature - 150°C
         Air Temperature - elevated
         Xylene Removal Efficiency - 99.89 percent
         Xylene in Processed Soil - 0.05 ppm by weight
    2.   Residence Time - 60 minutes
         Soil Temperature - maximum (i.e., 224°C)
         Air Temperature - elevated
         Xylene Removal Efficiency - 99.34 percent
         Xylene in Processed Soil - 0.08 ppm by weight
    3.   Residence Time - 75 minutes
         Soil Temperature - maximum (i.e., 233°C)
         Air Temperature - elevated
         Xylene Removal Efficiency - 99.76
         Xylene in Processed Soil - 0.04 ppm by weight
    4.   Residence Time - 90 minutes
         Soil Temperature - 150°C
         Air Temperature - elevated                         «
         Xylene Removal Efficiency - 99.79
         Xylene in Processed Soil - 0.14 ppm by weight
    5.   Residence Time - 90 minutes
         Soil Temperature - maximum (i.e.  218°C)
         Air Temperature - elevated
         Xylene Removal Efficiency - 99.84
         Xylene in Processed Soil - 0.02 ppm by weight

    As  shown  in  Table  9-6,  for  the  test   run  operating  at
150°C and  60-minute  residence  time,  the  xylene  removal  rate
increased  from  2.50  ppm  by  volume  in  leg  1  to  8.10 ppm  by
volume in leg 2 and decreased to 2.40 ppm by volume in  leg  3  of
the  unit.   This  removal  trend  indicates  that  although  the
volatization rate  of  xylene peaked  in the  central   portion  of
the unit,  contaminant  was  still being removed  from the soil  as
it was  discharged.  This  indicates  that  under  the  operating
conditions,  soil   temperature  and/or   residence   time   were
insufficient to completely remove the contaminant.

    Review   of  the  60-minute  test  run   that  operated  at  the
maximum  soil  discharge  temperature indicates  that   the  xylene
removal  rate increased to  a  maximum in leg 3 of the  unit.  This
suggests that  xylene  was  still being removed from the  soil and
that  increasing  processed  soil  temperature   from   150°C  to
224°C was  not  sufficient   to  effect  the  complete   removal  of
xylene.
                             10-25
6133A

-------
    A similar  trend  is  displayed by the test  run  that operated
at  the  maximum   soil   discharge  temperature  and   75-minute
residence time. The  xylene removal rate increased  to  a maximum
in  leg  3  of the  manifold system,  indicating that  contaminant
was still being removed  from  the soil  as it was  discharged from
the unit. This suggests that  increasing  the  residence  time at
maximum soil temperature was  insufficient  to  completely remove
the contaminant.

    Analysis of the  90-minute test runs  indicates that  xylene
was still being removed  in  the last portion of the unit. During
the test  run  operating  at a  soil  temperature  of  150°C,  the
xylene  removal rate  decreased  from 6.50 ppm by volume  in leg 1
to  6.00  ppm by volume  in  leg 2  and,  finally, to  2.60  ppm by
volume  in   leg  3   of  the  manifold system.  The  test  run  that
operated  at  the   maximum  soil   discharge  temperature  -(i.e.,
218°C)  displayed   a  xylene  removal  rate   that  increased  from
1.10  ppm by volume in  leg  1  to  1.80  ppm  by  volume  in  leg  2,
then  decreased to  1.30   ppm by  volume  in  leg  3 of  the manifold
system.   This   indicates  that   the  longest   residence  time  and
maximum  soil   discharge  temperature attainable  by the  thermal
processor were not sufficient  to completely remove the xylene.
In  this case,  the  xylene residual  was 0.02  ppm by  weight in
soil.  Although a residual  remained,  in a  remedial  action,  this
level may   be  more  than sufficient  as a  clean-up  target.  In
fact,  for all  five runs,  the  xylene   removal  efficiencies  were
99.34 percent or  greater.

    10.3.1.5   Other  VOC's.  Other  VOC's  (i.e.   chloromethane,
ethylbenzene,   methylene   chloride,   1,1,2,2-tetrachloroethane,
and toluene) were  detected during each test  run.  The operating
conditions  were as follows:

    1.   Residence Time  - 60 minutes
         Soil Temperature - 150°C
         Air Temperature - elevated
         Other  VOC's Removal Efficiency - 97.11 percent
         Other  VOC's in  Processed Soil  - 0.74 ppm by weight
    2.   Residence Time  - 60 minutes
         Soil Temperature - maximum (i.e.,  224°C)
         Air Temperature - elevated
         Other  VOC's Removal Efficiency - 84.11 percent
         Other  VOC's in  Processed Soil  - 1.35 ppm by weight
    3.   Residence Time  - 75 minutes
         Soil Temperature - maximum (i.e.,  233°C)
         Air Temperature - elevated
         Other  VOC's Removal Efficiency - 98.88
         Other  VOC's in  Processed Soil  - 0.28 ppm by weight
                              10-26
6133A

-------
    4.   Residence Time - 90 minutes
         Soil Temperature - 150°C
         Air Temperature - elevated
         Other VOC's Removal Efficiency - 96.29
         Other VOC's in Processed Soil - 1.43 ppm by weight

    5.   Residence Time - 90 minutes
         Soil Temperature - maximum (i.e. 218°C)
         Air Temperature - elevated
         Other VOC's Removal Efficiency - 97.50
         Other VOC's in Processed Soil - 0.53 ppm by weight

    Contaminant  was  still  being  removed  in  leg  3  of  the
manifold  system  during   each  of  the  above  test  runs.  This
indicates  that  the  operating  temperatures  and  residence times
were  insufficient  to completely  remove  the  other  VOC's.  During
the  60-minute  test  run  at  150°C  the contaminant  removal rate
increased  from  1.10  ppm  by volume in leg  1  to  a  maximum value
of  5.30  ppm by volume  in leg 2, and finally  decreased to 1.20
ppm by volume  in  leg 3  of the manifold  system.  Analysis  of the
90-minute  test  run  that  also  operated  at  150°C displays  a
similar trend. The other  VOC's  removal   rate  slightly  decreased
from  6.50  ppm  by  volume  in leg 1 to 6.00 ppm by volume in leg 2
and further  decreased  to 2.60 ppm  by volume  in  leg  3  of  the
manifold system.  Comparison of  these two  test runs  (i.e.,  60
minutes  at  150°C and  90  minutes  at   150°C)  indicates  that
the effect of  extending  the  residence time beyond 60 minutes is
minimal.

    .The remainder of the  test runs operated at a  maximum soil
discharge  temperature.  The  contaminant   removal rate  followed
the same trend  for the  60-minute and 75-minute test  runs.  The
other VOC's  removal  rate increased  over the length  of  the unit
to  a  maximum value  in  leg 3  of the manifold system. During the
90-minute  test run,  the  other  VOC's  removal  rate increased from
1.10  ppm by  volume  in  leg 1  to a maximum value  of 1.80  ppm  by
volume in  leg 2,  and decreased to 1.30 ppm by volume in leg 3.

    10.3.1.6   Total  VOC's.   At  the   target   soil   discharge
temperature  of  150°C,   the  general  trend  of   the  total  VOC's
removal  rate  is  to  peak  in  the  first  two-thirds  of  the unit,
and drop off in  the  last  portion of the processor. Total VOC's
were  still being  removed  from the  soil as  it was  discharged
from  the  unit. This  indicates that  the soil   temperature  and
residence  times  were   insufficient   to  completely  remove  the
VOC's.
                              10-27
6133A

-------
    At  the  maximum  attainable  soil discharge  temperature,  the
general  trend  of  the total  VOC's  removal  rate  is  to  increase
along the length  of  the  unit and reach a maximum value in leg 3
of  the   manifold  system.  This  indicates  that  at  the  maximum
attainable  soil   temperature  and  residence  times evaluated,  a
residual of total  VOC's  will remain  in  the soil. However,  the
additional mass of VOC's  removed  by increasing soil  temperature
and residence time was relatively minute.

    It  is important  to  remember that  the purpose of Test  Runs
19 through 23  was  to determine  if general trends of  contaminant
removal  exist.  Simply  because   contaminant   is  still   being
removed  in  the last portion  of  the unit does not mean  that in
order  to be  effective  a  residence  time  of  greater  than  90
minutes  and  a  soil  discharge  temperature  of  over 233°C  are
required. The  residual  concentration  is  generally  the  single
most  important consideration in  a  remedial  action.  Although
VOC's were  still  being  removed  in  each  test   run  that  was
analyzed, the  residual  VOC concentration  in the  processed soil
may have been much lower than required in a clean-up  effort.

    10.3.2  Reproducibility of treatment.  To the  fullest  extent
possible, identical  operating conditions  were  maintained  during
Test Runs 24,  25, and  26  to compare  VOC  removal efficiencies
and  thus determine  the  "reproducibility"  of  treatment.  The
operating conditions were as  follows:

    1.    Residence Time - 60  minutes
    2.    Soil Discharge Temperature - 50°C
    3.    Air Inlet Temperature - ambient

    The  composition/conditions  corresponding  to  the  feed  and
processed soils are  contained in Tables   9-3,  9-4, and  9-5.  For
convenience,  a summary  is  included in Table 10-6. As  shown on
this table,   the  total  VOC concentrations  in the  feed  soil were
not in  the same order  of magnitude. As discussed  in Subsection
10.1.2.1.1,  the concentration of total  VOC's  in  the feed  soil
directly  impacts   the  concentration  of  total  VOC's   in  the
processed  soil   for  the  low  temperature   runs.   Since  the
operating conditions corresponding  to  all three test runs  were
"identical," the  total VOC's  concentration in  Test Run  26 would
be expected  to be greater than  that of  Test  Run 25, which in
turn would be  expected  to  be greater than that corresponding to
Test Run 24. Analysis  of Table  10-6 shows this to be  the case.
This   lends    credibility   to  the   equations  developed   for
estimating the total VOC  concentration   in  processed soil  for
low  temperature   runs.  If the  equations  hold,  therefore,  the
treatment is  reproducible if  the  feed  soil  conditions  (i.e.,
moisture  and  total  VOC  concentration)  are comparable. This is
true for low,  medium, and high operating  temperatures.
                              10-28
6133A

-------
    TABLE  10-6.
SOIL COMPOSITION/CONDITIONS FROM
TEST RUNS 24, 25, AND 26
(REPRODUCIBILITY OF TREATMENT)
                       Test run 24
                    Test run 25   Test run 26
Total VOC
concentration in
feed soil
(ppm by weight)           365.52

Total VOC
concentration in
processed soil (actual)
(ppm by weight)             7.42

Total VOC
concentration in
processed soil
(estimated by
correlation for
low temperature
test runs) (ppm
by weight)                  6.72

VOC removal
efficiency                 98.22
                      1,650.60
                         43.94
3,324.00
  111.99
                         56.05         97.41


                         97.55         97.02
6133A
                              10-29

-------
    10.3.3   Reprocessing  of   treated   soils   that  contain  a
contaminant  residue.  Test   Runs .  27   and  28   evaluated  the
feasibility  of   reprocessing   soils   that  still  contained  a
residual concentration.

    Operating conditions for Test Runs  27  and  28, respectively,
were as follows:

    1.   Residence Time - 60 minutes
    2.   Soil Discharge Temperature - maximum (i.e., 174.58°C)
    3.   Air Inlet Temperature - ambient

    1.   Residence Time - 90 minutes
    2.   Soil Discharge Temperature - maximum (i.e., 185°C)
    3.   Air Inlet Temperature - ambient

    Processed   soils   from  Test   Run   2  were   selected  for
treatment,   primarily   because   the   moisture   content   was
relatively high  (i.e.,  7 percent)  and  dust  generation  would be
minimized during feed operations. For convenience,  a  summary of
soil  composition/conditions  corresponding to  Test Runs  27  and
28 is included in Table 10-7. As shown  in  this  table,  the total
VOC concentrations  in  the  feed soil vary  by nearly a  factor of
four; however,  as discussed  in  Subsection  10.1.2.3.1,  the total
VOC  concentration  in  the  feed  soil   does  not  have   a  strong
impact  on the  concentration  in the  processed  soil   for  high
temperature  runs.  A comparison  can therefore  be  made.  Analysis
of Table  10-7  indicates two  things.  First,  a  residual concen-
tration  existed  in  the processed  soils  of  each  run.  Second,
increasing the  residence time  reduced  the  residual  concentra-
tion  significantly  (even though  the  feed concentration  in  the
90-minute test  run  was  higher  than  that  of  the  60-minute test
ruh) . As  a  reminder,  the  purpose  of a  remedial  action will be
to process soil to achieve a  target VOC concentration.  Although
a residual existed  in  the  processed soils corresponding to Test
Runs 27 and 28, the VOC concentrations  (i.e.,  2.76  ppm  and 0.92
ppm, respectively) may be  more than sufficient when compared to
the target concentration.

    10.4  Miscellaneous observations.

    10.4.1  Soil  density.   In  general,  the density of  the feed
soil  was  higher  than  that  of  the processed  soil. The  actual
values are contained  in  Appendix F. For convenience, a summary
of  the  average  soil  densities  corresponding  to  the  high,
medium, and  low  temperature  test  runs  is  shown  on  Table 10-8.
As  shown,  the  difference   in  operating  temperatures  did  not
significantly affect the processed soil densities.
                              10-30
6133A

-------
    TABLE  10-7.  SOIL COMPOSITION/CONDITIONS FROM
                 TEST RUNS 27 AND 28
                 (REPROCESSING OF TREATED  SOILS)
                       Test  run 27   Test  run 28
Total VOC
concentration in
feed soil
(ppm by weight)           226.00        831.90

Total VOC
concentration in
processed soil
(ppm by weight)             2.76          0.92

VOC removal
efficiency                 98.92         99.91
                              10-31
6133A

-------
    TABLE 10-8.  AVERAGE SOIL DENSITIES FOR LOW,
                 MEDIUM, AND HIGH TEMPERATURE TEST RUNS
Density
(#/cu ft)
Feed Soil
Processed Soil
Low
temperature
test runs
91.23
75.29
Middle
temperature
test runs
85.47
72.62
High
temperature
test runs
94.02
75.96
                              10-32
6133A

-------
    10.4.2   Soil  appearance.   The  feed  soils  .were  generally
wet, nonhomogeneous,  clumps  of soil.  Native soil  was  a  light
orange-brown in  color. Contaminated  (fill)  soils were very dark
and  sometimes   appeared   to  be  saturated  with  a  black  oily
substance.

    The processed  soils  were dry, homogeneous,  fine particles.
Due to  the  decrease  in  moisture  content,  the   processed  soils
had a  tendency  to generate fugitive dust.  Processed soils that
corresponded to  the  black  contaminated  (fill)  soils  retained
their dark appearance.
                              10-33
6133A

-------
    11.  COMPARISON OF TEST RESULTS TO REGULATORY CRITERIA

    The following  subsections  deal  with portions of the Code of
Federal Regulations (CFR). The  referenced  sections  are included
in Appendix H.

    11.1  Processed soils.

    11.1.1  Criteria  for classification  of a  hazardous  waste.
According to  40  CFR Part 261,  a solid waste is  classified  as a
hazardous  waste  if  it  meets  at   least  one  of the  following
criteria:

    1,   It is   not  excluded  from   regulation   as  a  hazardous
         waste  under  261.4  (b) (i.e.,  household waste,  solid
         waste  returned  to  the  soil  as  fertilizer,  mining
         overburden,   fly-ash  waste,  drilling  fluids,  wastes
         which  fail  the  EP  toxicity  test  because  chromium  is
         present,  solid  waste  from  the  extraction,  benefici-
         ation,   and  processing  of   ores  and  minerals,  cement
         kiln  dust waste, solid  waste which consists of wood or
         wood  products  which fails  the EP toxicity test only,}.
    2.   It exhibits  any  of  the  characteristics of  hazardous
         waste  identified in  Subpart  C  of  40  CFR  Part  261
         (i.e.,    ignitability,   corrosivity,    reactivity,   EP
         toxicity).
    3.   It is  listed  in Subpart D of 40 CFR Part  261 and has
         not been excluded from the  lists in Subpart D under  40
         CFR  260.22  (i.e.,  regulatory amendment  to  exclude  a
         waste at a particular  facility  because the waste  does
         not meet any of  the  criteria under which the  waste was
         listed as a  hazardous waste).
    4.   It meets  the  criteria  listed  in  40 CFR 261.11  (i.e.,
         exhibits any  of the characteristics of  hazardous  waste
         identified in Subpart C; it  has  been  found to be  fatal
         to humans in  low doses; it  contains  any of  the  toxic
         constituents  listed in Appendix VIII).
    5.   It is a mixture of a solid waste and  a  hazardous  waste
         that  is  listed  in 40  CFR  Subpart  0  solely because  it
         exhibits  .one  or  more  of  the  characteristics   of
         hazardous waste identified  in  40 CFR  Subpart  C,  unless
         the   resultant   mixture   no   longer   exhibits   any
         characteristic   of   hazardous   waste  identified   in
         Subpart C.
    6.   It  is   a mixture  of  solid waste  and  one  or  more
         hazardous wastes  listed in  40  CFR Subpart D and  has
         not been excluded under 40  CFR 260.22.
                              11-1
6133A

-------
    11.1.2   Classification   of   LEAD   processed  soils.   The
classification of  processed  soils  must  be on  a  case-by-case
basis depending on  the  constituents  in the feed  soils.  In this
case, the  LEAD  processed soils  are  classified  as  a  hazardous
waste if any of  the following  criteria  are met:

    1.   The soil constituents exhibit any of the  characteris-
         tics of hazardous waste  identified in Subpart C  of  40
         CFR Part  261.  The  potential  characteristics would  be
         ignitability   (i.e.,  xylene)   and   toxicity   (i.e.,
         trichloroethylene and tetrachloroethylene).
    2.   The  concentrations   of   those  contaminants  listed  in
         Subpart D  of  40 CFR Part 261,  i.e.,  trichloroethylene
         (F002),  tetrachloroethylene (F002),  and xylene  (F003)
         or  Appendix  VIII   (i.e.,   trans-1,2-dichloroethylene)
         are detectable.

    11.1.3  Delisting of the processed  soils.  It  is possible  to
have  the  processed  soils  that   are technically classified  as
hazardous  waste "delisted"  from  Federal  regulations.  According
to  40   CFR  260.20,  the   Administrator   of   the  EPA  may  be
petitioned  to  modify   or  revoke  any   provision  in   the  CFR.
Specifically, 40  CFR   260.22  includes  regulations  concerning
petitions  to  amend  Part 261  to  exclude a waste  produced  at  a
particular  facility. To be  successful,  the  petitioner  must
demonstrate  to  the  satisfaction  of  the  Administrator that  the
waste does  not  meet any  of  the  criteria under which the waste
was listed as a  hazardous waste.

In the  case  of  LEAD soils,  the petitioner must demonstrate all
of the following:

    1.   The  processed   soils do  not   contain  those  compounds
         listed  in  Subpart  D  of   40  CFR  Part  260 in  sufficient
         concentration   to   exhibit   the  characteristics   of
         ignitability  (due  to  xylene)  or  toxicity  (due  to
         trichloroethylene and tetrachloroethylene).
    2.   The  processed  soils   do   not  contain   those   toxic
         constituents  listed   in Appendix  VIII  (i.e.,   trans-
         1,2-dichloroethylene) in sufficient  concentration  to
         pose  a  substantial   present  or  potential  hazard  to
         human  health   or   the   environment  when   improperly
         treated,    stored,  transported  or  disposed   of,   or
         otherwise managed.
    3.   The processed  soils  do  not. exhibit the  characteristics
         of   ignitability,   corrosivity,    reactivity,    or   EP
         toxicity.

    11.2   Stack  emissions.  Stack tests  were conducted  during
Test  Runs  8,  9,  and 10. Stack emissions were tested  for  VOC's,
particulates, hydrogen chloride,  and fixed gases.

                              11-2
6133A

-------
    11.2.1    Principal   organic  hazardous  constituent   (POHC)
destruction  and  removal  efficiency.  Specific  regulations  for
nonincinerator   thermal   treatment  processes   have   not  been
promulgated.  Therefore,  this  section  compares  the  results  of
this  program  to the  Federal  regulations  for  hazardous waste
incineration contained in 40 CFR 264.340 to 264.351.

    According  to  40  CFR 264.342,  the  POHC's  in  the  waste feed
must  be  treated  to the  extent  required  by  the  performance
standard of  264.343.  For  the destruction of gases  generated by
the  LEAD  soils,  the POHC's were  identified  to  be  trichloro-
ethylene,  dichloroethylene,   tetrachloroethylene,  and  xylene.
The  performance  standard dictates that   an  incinerator  must
achieve  a  destruction  and   removal  efficiency  (DRE)   of  99.99
percent  for  each POHC.  DRE  is determined for each POHC from the
following equation:

                " i n — "out
    DRE - 	
                    W,n

    Where:  W,n  « mass feed rate of one POHC in the waste
                   stream feeding the incinerator

            Wout - mass emission rate of the same POHC present
                   in exhaust emissions prior to release to
                   the atmosphere

    Stack tests  conducted  during Test  Runs  8,  9,  and 10 indi-
cated that  no  detectable levels  of  the POHC's were  determined
to be present  in the exhaust emissions. The DRE  for  each POHC,
therefore, was  100  percent  during  each of  the  three selected
test runs.

    11.2.2  Particulate  emissions.  According to  40  CFR 264.343
(c),   an  incinerator  burning  hazardous  waste  must  not  emit
particulate matter in  excess of  180  milligrams  per dry standard
cubic meter  (0.08  grains   per  dry  standard cubic  foot)  when
corrected for  the  amount of oxygen  in the  stack gas  according
to the formula:
    PC
                              11-3
6133A

-------
    Where:  Pc - the corrected concentration of particulate
                 matter

            Pm - the measured concentration of particulate
                 matter

             Y - the measured concentration of oxygen in the
                 stack gas

    The particulate emissions  corresponding  to Test Runs  8,  9,
and  10  were 0.071 grains/dry  standard  cubic  foot,  0.04 grains/
dry  standard  cubic  foot,  and  0.06  grains/dry  standard  cubic
foot,  respectively.  Stack tests  demonstrated that  particulate
emissions during  the  three  selected  test runs  were  below the
regulatory limit of 0.08 grains/dry standard cubic foot.

    11.2.3  HC1  emissions. According  to  40  CFR  264.343(b),  an
incinerator   burning   hazardous  waste  and  producing   stack
emissions of  more  than  1.8   kilograms  per  hour  (4 pounds per
hour) of  HC1  must  control  HC1 emissions  such  that  the  rate  of
emission  is not greater  than the larger of either 1.8 kilograms
per  hour  or 1  percent  of the HC1 in  the  stack  gas  prior  to
entering  any  pollution  control  equipment.  Since  there was  no
equipment to  control  the  amount of  hydrogen chloride in  the
afterburner off-gases,   precautions  were  taken  to  ensure that
HC1 emissions  did not exceed  the allowable rate of  4 pounds per
hour. In  the  planning  stages of the project, the feed soil rate
was determined based on  an assumed concentration  (i.e.,  10,000
ppm)   of  dichloroethylene  (the  major  contaminant),  complete
conversion to  HC1, and the maximum allowable emission  rate of 4
pounds  of HC1  per  hour.  The  corresponding  feed soil  rate was
approximately  500 pounds per  hour.  The HC1 mass  emission  rates
corresponding  to  Test  Runs 8, 9, and 10 were  0.75  Ibs/hr, 1.80
Ibs/hr, and 1.55  Ibs/hr,  respectively.  Therefore, the  HC1 mass
emission  rates did  not  exceed the regulatory limit of 4 Ibs/hr.
A discussion of potential  equipment to  control HC1  emissions  is
contained in Section 12.
                              11-4
6133A

-------
    12.  FULL-SCALE DESIGN CONSIDERATIONS

    12.1   Modifications  to  full-scale  design.  The  purpose  of
the  pilot   investigation  was  to  test  the  feasibility of  the
thermal stripping  technology.  As such,  the equipment  was  pilot
scale  and  could  only handle  a  relatively  low  soil  feed  rate
(i.e., 385  pounds  per hour maximum}.  A full-scale  system  would
be designed to handle much larger soil feed rates.

    12.1.1  Feed system.  A  practical application  would enable
backhoes to directly  dump  the contents  of their bucket  into  a
large  feed  hopper.  A  screw  conveyor,   or   similar  piece  of
equipment,  would be located in the bottom  of  the  hopper to  feed
soil  to  .the  unit  at the  appropriate  rate.  As  the  soil  may
contain rocks and  other  large items,  it  would be  advisable  to
equip  the   feed   soils  hopper  with   a  mesh  screen  that  would
segregate larger items.

    12.1.2    Thermal   processor.  The  size   of   the  thermal
processor would  be  large enough  to accommodate a high soil  feed
rate.  The tolerance  between  the flights  of  the  screws  and  the
trough would  be  wide enough  to process  rocks  or  large  items
without jamming the system. In the event of a  jam,  the rotation
of the screws  would  be  able to reverse direction  to clear  the
jam.   It  would  also  be  beneficial  to  equip  the  dome of  the
processor with ports  for easy access  in the event  of  a jam.  As
a precaution,  the screws  and  feed  system  should  be electrically
connected to the soil discharge  system.  If there were a jam  or
clog at the soil discharge  conveyor,   the screws  and feed system
would stop  operation. This would  prevent  soil from  backing  up
in the processor. An alarm system should sound when a component
becomes  nonoperational.  A  full-scale  system should  also  be
designed  to operate with  circuit breakers,  not fuses.

    12.1.3   Heating  medium.  Although Therminol  66  was  used  in
this  application,  it  may be more economical to employ steam  as
a heating  medium,  depending  on availability  of an  uncontami-
nated water source and the  desired soil  discharge temperature.

    12.1.4   Soil discharge. A screw  conveyor  would also be  used
to discharge soils. The screws would  have  the  option to 'operate
in a  reverse  direction to  clear jams. Since dust  generation  is
likely,  perhaps  a fine mist  of  water could  contact  the  soils
upon  discharge.  The  unit  could be  elevated to   allow  direct
discharge into a dump truck or storage bin.
                              12-1
6133A

-------
    12.1.5   Air  systems.   It   is   important  to  inhibit  air
infiltration to the processor in order to  control  the amount of
combustion air, temperature, etc. Therefore,  provisions must be
made to ensure  the  system is  airtight.  Sufficient head  can be
maintained  in  the  feed  hopper  by  ensuring  sufficient  soil is
available to  seal  the unit.  However, a  rotary-valve  would be
required  in the  discharge  end  of   the  processor. To  preclude
jamming problems inherent  in the pilot study, the vanes  of  the
valve  should  be  constructed  of  flexible  material  such  as
rubber. The valves should be able to  operate  in  both  directions
(i.e.,  clockwise,  counterclockwise)  so that  in  the  event  of  a
jam, the direction  of  the  valve could be  reversed in  order to
clear the jammed material.

    12.1.5.1  Inlet air. As  demonstrated,  an elevated air inlet
temperature  does   not  enhance  contaminant   volatilization;
therefore,  ambient  air  would  be   utilized  in  a  full-scale
operation.

    12.1.5.2   Discharge  air.  During  the  pilot  investigation,
multiple  air   discharge  lines  were  used   to  evaluate  the
contaminant removal trends.  However,  there would be  no  need to
have more  than one discharge  air  line in  a  full-scale system.
Using the discharge air  as  combustion air worked well  in  this
application; however,  in a  long-term  situation  it  would not be
advisable. Particulate/dust  would  most likely  clog  the burner
ports and induced draft fan.

    A  full-scale  system would  most  likely  require pollution
control   equipment.   Anticipated   emission   problems   include
particulate and  HCl/acidic gases.  To  address these concerns,  a
number  of options  are  available,   depending on  the  level of
control required.

    If  particulate  emissions  are  the only   problem  (i.e.,  the
concentration  of  chlorinated  VOC's  in  the   feed   soil  are
relatively  low  and the  corresponding  mass of HC1  generated is
below  the  allowable  limit  of  4  pounds  per hour),   a  simple
process modification  may  be sufficient.   For example,  the  dry
processed  soil  could  be moistened  with   a  water  mist  at  the
discharge  end  of  the   unit,   reducing   dust  generation  and
particulate  in  the  off-gases.  If  the  water  spray  was  not
sufficient,  a  mechanical  separator   (i.e.,  cyclone)  could be
installed  between  the  processor  and  afterburner  where  the
temperature  and  flow  of  the   air  stream  are  low.  For   even
greater  particulate  removal,  a  fabric  filter  could   be   used
instead  of  a  mechanical   separator.  However,  since  a   high
moisture  content  is inherent  in the  discharge  air  stream, it
may  be necessary  to  elevate  the  temperature of  the stream to
assure that the water remains in the vapor form.
                              12-2
6133A

-------
    If HCl/acidic  gases  are the only problem, a scrubber system
could  be  installed  downstream  of  the   afterburner.  Discharge
gases  (approximately  1000°C)  would  be  cooled  in  a  quench
section  prior  to  entering  a  packed  tower  where  the  acidic
off-gas  stream would  be scrubbed  with   a caustic  solution for
neutralization.  The  scrubber  liquor  (i.e.,  water  and  salts
generated   upon   combination   of   acid  and   caustic)   would
technically  be classified  as  a  hazardous  waste.  However,  a
petition  could  be  submitted  to  the   appropriate  regulatory
agency to  request  that  the scrubber  liquor be  "delisted."  If
successful,  the  delisted  liquor  could  be  discharged  to  a
publicly owned treatment works (POTW).

    In the event that particulate  and HCl/acidic gases  are both
problems, a combination  system including a venturi scrubber (to
quench the discharge gases  and to  remove particulate)  followed
by  a  packed  tower (to  scrub  acidic gases)  could  be  installed
downstream of the afterburner.

    12.2   Example  calculation  using  correlations  to  design  a
full-scale system.  The correlations presented  in Section 10 can
be  used  for  design of  a full-scale  system  to treat LEAD  site
soils. The following example is presented for illustration:

    Hypothetical site characteristics:

         TOT VOC'SFs - 1,000 ppm
         MFS  » 20 percent by weight
         TOT  VOC'Sps  -  10  ppm  (i.e.,  assumed  clean-up  objec-
         tive)

    Suppose,   in  order to  expedite cleanup,  the  feed  rate  of
soil to  the unit is  high,  e.g.,  two tons per hour (4,000 pounds
per  hour).  Assume  a  hot   oil  source  is available  to  supply
100,000  Btu   per  hour.  The variables  must  be  in the  correct
units to  utilize the equation.
                              12-3
6133A

-------
                         1000 * TOT VOCFS   4000 # soil
    TOT VOC's   (#/hr)  - 	:	   x 	
             FS              6                  hr
                           10  # soil

                       - 4.0 #/hr

                         10 # TOT VOCPS   4000 » soil*
    TOT VOC's   (#/hr)  - 	   x 	
             PS             6                  hr
                          10  # soil

                           -  0.04 #/hr

    Review  of   the   range  of  values   associated   with  each
correlation for total VOC's in the feed  soil  indicates that the
equation developed for  high  temperatures may be used  (i.e., the
range of total VOC's  in the feed soil was  0.135 #/hr to 4.651
#/hr).

    Substituting the  appropriate values  will  enable derivation
of the  residence time required for processing.

    In  [TOT VOC'Sps]     - 1.5843 - (3.212 x 10's x H)
                          f (0.2784 X MFS) - (0.1993  X TR)

             In [0.04]   - 1.5843 - (3.212 x 10's x 100,000)
                          1- (0.2784 X 20) - (0.1993 X T*)
                          - 3.219 - 1.5843 - 3.212 +  5.568
                          - (0.1993 x TR)

Solving for residence time:

                          -3.219 - 1.5843 + 3.212 - 5.568
                                     -0.1993

                  TR - 35.92 minutes (assuming a processed
                         soil temperature of 150°C)

    If the  residence  time  is  fixed,  the same  procedure may be
repeated, solving for the value of the heat rate.
*This is a conservative estimate since the evaporation of
 moisture is not taken into account.
                              12-4
6133A

-------
    12.3  Economics  of  a full-scale  system.   Evaluation  of the
economics of a  full-scale  system was  not undertaken as part  of
this study. Rather,  as  part  of a separate subtask, a study will
be completed to evaluate the economics  corresponding to various
sites  (i.e.,   different size  and  waste characteristics).  The
evaluation will include the general approach outlined below:

    (a)  Four   separate  sizes   of   low   temperature   thermal
         treatment  systems  will   be   evaluated   in  order  to
         determine the  sensitivity of project  costs  to  alterna-
         tive system sizes.
    (b)  Two separate  system  configurations  will be  evaluated
         (i.e.,  Option  1  -  Without   Flue  Gas  Scrubbing  and
         Option  2  - With  Flue  Gas  Scrubbing)   in  order  to
         determine  the  sensitivity  of  project  costs  to  the
         requirement for flue gas scrubbing.
    (c)  Three separate quantities  of soil  to be  processed will
         be evaluated in order  to determine the  sensitivity  of
         project  costs  to site  size  (i.e., soil  quantity)  and
         to determine which  system sizes are  most  cost  effec-
         tive for various size sites.
    (d)  A  uniform   set   of   economic   assumptions  will   be
         established  for  all   options   evaluated  so  that  the
         costs can be compared on an "apples-to-apples"  basis.
         A sensitivity  analysis will  be  presented  to  determine
         the impact upon project  costs  of varying the  economic
         assumptions.
                              12-5
6133A

-------
    13.  CONCLUSIONS AND RECOMMENDATIONS

    13.1  Conclusions.  Based on  review  of the  data  associated
with all test runs, the following conclusions are presented:

     1.  The  low  temperature  thermal  stripping  technology is an
         effective means of removing VOC's from soil.
     2.  VOC  removal  efficiencies  associated  with an  elevated
         air  inlet  temperature are generally  lower  than  those
         associated with an ambient air inlet temperature.
     3.  An   exponential    relationship    exists   between   VOC
         concentrations in  the  processed  soil   and those input
         and control variables determined  to  have  a significant
         contribution in the statistical analysis.
     4.  Correlations  developed  to predict  the VOC  concentra-
         tions  in the  processed soil and soil discharge  tem-
         perature  are  site-specific   and  applicable  to  three
         distinct   soil  discharge   temperature   ranges.   The
         validity  of  the correlations  for  different soil  and
         contaminant types is questionable.
     5.  Moisture  in  the  feed   soil  and  residence   time  are
         statistically  significant   variables   in  all   corre-
         lations  (i.e.,  low,  medium,  and high  soil  discharge
         temperatures).
     6.  An   OVA   can  be   utilized   to   estimate   the   VOC
         concentrations in  the  discharge  air stream;  however,
         the  instrument  manufacturer should  be  consulted  to
         determine if  the pump  suction  pressure is appropriate
         for the specific  application.
     7.  A mobile mass  spectrometer can  be utilized to generate
         reliable  qualitative  information concerning VOC's  in
         the  discharge  air   stream.   However,   considerable
         attention needs  to be  given to  sampling  methods  and
         quantitative instrument  calibration.
     8.  Fugitive emissions of VOC's  occurred  from  the  time  of
         excavation of  soils  to  the time  soils were  fed to the
         thermal  processor  (estimated  total   VOC's  fugitive
         emissions was 9.02  percent).
     9.  The low  temperature thermal  processor  can be  designed
         to achieve specific VOC  clean-up  objectives. The level
         of residual  VOC's  in the  processed soil  is a  direct
         and predictable function of:

         (a)  VOC concentration in the feed soil.
         (b)  Processed soil temperature.
         (c)  Soil residence time within  the  thermal processor.
         (d)  Heat input rate to  the thermal  processor.
         (e)  Moisture  content  of the  feed  soil and processed
              soil.
                              13-1
6133A

-------
        Depending  on  the VOC  type  and range of concentrations
        in  the  feed  soil   for   a  specific  site,   the   other
        variables    (i.e.,    processed    soil    temperatures,
        residence  time,  heat  input, and  moisture  content) can
        be  incorporated within   the  overall system  design  to
        achieve a  wide range of   target  clean-up  levels  (i.e.,
        100  ppm,  10  ppm,  1  ppm,  etc.).  However,  if  the
        clean-up  objective  is  "no  detectable  VOC's  in  the
        processed   soils,"   then,   based   on   this    field
        demonstration  program, a  processed soil  temperature  of
        higher  than  233°C  and  a  residence time  of  over  90
        minutes would  be required.
    10.  Treatment  is  reproducible  and  comparable  if feed  soil
        composition/conditions  are  similar  (i.e.,  moisture,
        VOC concentration).
    11.  Reprocessing  of  treated   soils  that still  contained  a
        contaminant   residue   reduced  the  VOC  concentration
        significantly; however, a residual  still existed.
    12.  Stack  tests  conducted during Test  Runs  8,  9,  and  10
        indicated  that no detectable  levels of  the principal
        organic    hazardous    constituents    (POHC's)     were
        determined  to  be  present   in  the exhaust  emissions
        (i.e.,   100   percent  destruction   removal   efficiency
        (ORE)).
    13.  Stack  tests  conducted during Test  Runs  8,  9,  and  10
        demonstrated  that  particulate  and hydrogen chloride
        emissions  did  not  exceed  regulatory  limits   during
        these  test  runs (No  comment  can  be  made  regarding
        other  test runs  as no stack testing  was completed).

    13.2   Recommendations.  Based  on the  results  of   this  field
demonstration   program,  the   following   recommendations   are
presented:

     1.  Further  development  of   the  low  temperature  thermal
        stripping   technology  is   warranted.    This  further
        development  should include:

        •    An   in-depth  economic  analysis  of  alternative
             system  sizes and configurations  and  selection  of
             the most  advantageous  alternative.
        •    Preparation of performance specifications  and  a
             technical   data   package    for   the    selected
             alternative(s).
        •    Development of  heat  transfer  coefficients for  the
             thermal processor.
                              13-2
6133A

-------
     2.  The  economic analysis  should
         another   baseline   technology
         incineration.
     3.  The  technical  data  package
         provide sufficient  information
         preparation  for application  of
         installations.
     4.  Additional pilot scale  testing
         the  design   of  a   full-scale
         contaminant types other than those tested.
include a  comparison to
 such  as"  rotary  kiln

should  be  designed  to
 to  support bid document
 this technology  at DOD

 is  recommended prior to
  system   for  soil  and
                              13-3
6133A

-------
                           REFERENCES


1.  USATHAMA Installation Assessment of  Letterkenny Army Depot,
    January 1980.

2.  Battelle,   Interim   Report,   Environmental   Contamination
    Survey   of   Letterkenny   Army  Depot   (LEAD),   Part   1:
    Exploratory Phase, Draft,  May 1982.

3.  Letterkenny   Army    Depot    Remedial    Investigation   and
    Feasibility  Study,  WESTON  Report   No.   DRXTH-AS-CR-83247,
    February 1984.

4.  Test  Plan   For   a  Pilot  Investigation  of  Low  Temperature
    Thermal Stripping  o£  Volatile Organic  Compounds From  Soil
    at Letterkenny Army Depot  (LEAD),  Draft Version, June 1985.

5.  Code of  Federal Regulations,  Title  40,  Part  260,  Appendix
    A, "Standards of Performance  For New Stationary  Sources,"
    18 August 1977.

6.  Users Manual, Statistics:  Multiple  Linear Regression,  Plot
    50-4050DO4,  Tektronix, Inc.,  Beaverton,  Oregon, July 1982.
6059A

-------
                                 Distribution List


                                                                Copies
Defense Technical Information Center                             14
Cameron Station
Alexandria, Virginia  22314
Defense Logistics Studies  Information Exchange
US Army Logistics Management Center
Fort Lee, Virginia  23801
Commander                                                         32
US Army To>d.c and Hazardous Materials Agency
Aberdeen Proving Ground, Maryland 21010-5401
Commander
Letterkenny Army Depot
Chanbersburg, Pennsylvania  17201-4170
                                                         - ,•+„*—'-.•»•••'• •* V  ,

                                                         -^-'^^H'rfi"^'*^- "  •• -1

-------
Installation Restoration General
Environmental Technology Development
REPORT NO. AMXTH-TE-CR-86074
Task 11.
Pilot Investigation of Low Temperature
Thermal Stripping of Volatile Organic
Compounds (VOC's) From Soil
Volume 2 - Appendices


June 1986
Distribution unlimited, approved for public release
Prepared for:
U.S. ARMY TOXIC AND HAZARDOUS MATERIALS AGENCY
Aberdeen Proving Ground (Edgewood Area), Maryland 21010
               Roy F Weston, Inc
               West Chester
               Pennsylvania
 DESIGNERS V- -J CONSULTANTS

-------
                        TABLE OF CONTENTS


                                                             Page

APPENDIX A - ORGANIC WASTE  CHARACTERISTICS OF SITE SOILS
             AT LEAD (DETERMINED  DURING  PRELIMINARY
             INVESTIGATIONS)  	  A-l

APPENDIX B - GRAIN SIZE GRADATION CURVES CORRESPONDING TO
             FILL SOIL AND  NATIVE SOIL  	  E-l

APPENDIX C - AIR SAMPLING TECHNIQUES  	  C-l

APPENDIX D - FEDERAL REGULATIONS  	  D-l

APPENDIX E - ANALYTICAL METHODS  	  E-l

APPENDIX F - FIELD/ANALYTICAL DATA 	  F-l

APPENDIX G - MASS/ENERGY BALANCES  	  G-l

APPENDIX H - SUPPLEMENTAL DATA  	  H-l

APPENDIX I - STATISTICAL ANALYTICAL APPROACH 	  1-1
o 0 6 0 A

-------
                           APPENDIX A

      ORGANIC WASTE  CHARACTERISTICS OF SITE SOILS AT LEAD
         (DETERMINED DURING PRELIMINARY  INVESTIGATIONS)
606CA

-------
TABIE A-l.  CONCENTRATION RANGE  Of  ORGANIC COMPOUNDS DETERMINED 10 .BE PRESENI AT THE EAST  PATROL  ROAD
            DISPOSAL AREA'
Compound
Area
A
Arpa
B
__ Concentration (ug/
Area Arpa
E K-1
LI
Arpa Arpa
K-
-------
TABLE  A-I.   (CONIINUtO)
Compound
1.. Volatile* on llj^jidoui SubittfMte
Vinyl Acetate
Vinyl Chloride
Xylene
Total Volatiles
2. Qlhers.
(thyl Methyl Ben/ene
Methyl Cyclohcxane
1 r ichlorul luorome thane
Ti i methyl Btriuene
Inniethyl Pent due
Various Hydrocarbon
Total Others
IOIAL

Area
A
Liit (USD (
0-10
0-7000
8298.7

0-7
0-0.5
0-20
2-100
2-127. b
iubb~t

Area
B
Lont inued)
VI 00
5. l-l IS

0-10
1-7
4-7000
WO I/
10. 1-
m2
Concentrdtion (ucj/Ll
Area Area Area
t K-l K-2
5-200
1-700 0-40
/O.I- 2.2-
4U4.5 72. b

0-t
2- 10
2-400 0-8
4-4 i < 0-8
74.1- 2.2-
4/b7.5 80. b

Area Area
K-l K-4

10. 8- 0-1.1
61.4



tfl. 8- O-.l.l
61.4

-------
    TABLE A-2
VOLATILE ORGANIC COMPOUNDS (VOC'S)
THE HAZARDOUS SUBSTANCE LIST (HSL)
INCLUDED ON
                                        Detection limits*
Volatile
organic
compounds
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.
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
Carbon Disulfide
1,1-Dichloroethene
1, 1-Dichloroe thane
Trans-l,2-Dichloroethene
Chloroform
1,2-Dichloroe thane
2-Butanone
1, 1, 1-Trichloroethane
Carbon Tetrachloride
Vinyl Acetate
Bromodichlo rome thane
1,1,2, 2-Tet rachloroethane
1,2-Dichloropropane
Trans-l,3-Dichloropropene
Trichloroethene
Dibromochlo rome thane
1, 1,2-Trichloroethane
Benzene
Cis-l,3-Dichloropropene
Low
water a
ug/L
10
10
10
10
5
10
5
5
5
5
5
5
10
5
5
10
5
5
5
5
5
5
5
5
5
Low soil/
sediment °
ug/Kg
10
10
10
10
5
10
5
5
5
5
5
5
10
5
5
10
5
5
5
5
t;
_/
5
5
5
c.
"Medium Water Contract Required Detection Limits (CRDL)  fcr
 Volatile HSL Compounds are 100 times the individual Lew Water
 CRDL.
"Medium Soil/Sediment Contract Required Detection Limits
 (CRDL) for Volatile HSL Compounds are 100 times the individual
 Low Soil/Sediment CRDL.

•Detection limits listed fcr soil/sediment are based en  wet
 weight.
                              A-3
6G6CA

-------
    TABLE A-2.   (CONTINUED)
                                        Detection limits*
Volatile
organic
compounds
26.
27.
28.
29.
30.
31.
32.
33.
34 .
35.
2-Chloroethyl Vinyl Ether
Bromof orm
2-Hexanone
4-Methyl-2-pentanone
Tetrachloroethene
Toluene
Chlorobenzene
Ethyl Benzene
Styrene
Total Xylenes
Low
water3
ug/L
10
5
10
10
5
5
5
5
5
5
Low soil/
sediment a
ug/Kg
10
5
10
10
5
5
5
5
5
5
''Medium Water  Contract Required Detection Limits (CRDL)  for
 Volatile HSL  Compounds are 100 times the individual Low Water
 CRDL.
'Medium Soil/Sediment Contract Required Detection Limits
 (CRDL) £or  Volatile HSL Compounds are 100 times the individual
 Low Soil/Sediment CRDL.

•Detection limits listed for soil/sediment are based on wet
 weight.
                              A-4
6050A

-------
    TABLE A-3. CONCENTRATION RANGE OF VOLATILE ORGANIC COMPOUNDS (VOC'S) DETERMINED
               TO BE PRESENT IN AREA K-l (BASED ON TESTING PERFORMED ON 10-12 JUNE 1985!
                                                    Concentration (uq/q)**
           Compound
Borehole
   1
Borehole
   2
Borehole
   3
Borenoli
   4
1.   Volatiles on Hazardous Substance List (HSL)

    Acetone
    Benzene
    Bromomethane
    Bromoform
    2-Butanone
    Carbon Disulfide
    Carbon Tetrachloride
    Chlorobenzene               0.33-240
    Chiorodibromomethane
    Chioroethane
    2-Chloroethylvinyl Ether
    Chloroform
    Chloromethane
    Dichlorobromomethane
    1,1-Dichloroethane
    1,2-Dichloroethane
    1,1-Dichloroethylene
    1,2-Dichloropropane
    1,3-Trans Dichloropropene
    1.3-Cis Dichloropropene
    Ethylbenzene                3.5-4.8        0-3.7
    2-Hexanone
    Methylene Chloride          0-4.3
    4-Methyl-2-Pentanone
    Styrene
    1.1,2,2-TetrachIoroethane
                           0.73-5.9
                           O-D.OO;
Tetrachloroethylene
Toluene
1, 2-cis/trans
Dichloroethylene
0.39-28
0-16

5.8->1300
0.012-0.6


0.03-76
0.008-29


13-3=0
0-0.047
0-0. 002

0. 07-4. 3
 *For reference,  the locations of soil borings drilled in Area K-l during the waste
  characterization phase of the pilot study are shown in Figure A-l.

**Concentration ranges correspond to the minimum and maximum, concentrations observer.
  ail discreet samples (i.e.,  1.5'-3.5', 3.5'-5.0',  5.0'-6.5', 6.5'-8.0', S.O'-IO.O')
                                           A-5

-------
    TABLE A-3.   (CONTINUED)
Concentration (uq/q)**
Compound
11. Volatiles on Hazardous
1. 1,2-Trichloroethane
1,1, 1-Trichlo roe thane
Trichloroethylene
Vinyl Acetate
Vinyl Chloride
Xylene
Total Volatiles

2. Others
Cio-Allyl Benzene
Dichlorobenzene
Methyl Ethyl Benzene
n-Propylbenzene
Trimethyl Benzene
Total Others
TOTAL

Borehole
1
Substance List (


0.84-16
0-2.1
25-32
35.86-
1643.2
20-30
3-600
0.07-30
4-7
30-110
57.07-777
92.93-
2420.2
Borehole
2
HSL) (continued)


0.03-27
0. 006-25
0.078-
132.3
0.03-10
0-10
0-3
0. 13-60
0.16-83
0.238-215.3



0-
0.
0-
4-
17
Borehole
3

14
073-300
2.6
31
.816
Borehole
4


0.02-1.1
0-0.006
0.09-5.957
7^2.5
0.
2.
0-
8.
10
28

009-100
3-9
2.9
4-37
.709-148.9
.525-921.4

0-0.07

0-0.07
0.09-6.027

 *For reference,  the locations of soil borings drilled in Area K-l during the waste
  characterization phase of the pilot study are shown in Figure A-l.

**Concentration ranges correspond to the minimum and maximum concentrations observed for
  all discreet samples (i.e.,  l.S'-S.S1, 3.5'-5.0',  5.0'-6.5', 6.5'-3.0', S.O'-IC.O1'.
                                            A-e
50-50A

-------
    TABLE A-3.   (CONTINUED)
Concentration (ug/g)**
Borehole
Compound 5
Borehole Borehole
6 7
Borehol
3
1.   Volatiles on Hazardous Substance List (HSL)

    Acetone
    Benzene                                    0-C.28
    Bromomethane
    Bromoform
    2-Butanone
    Carbon Disulfide
    Carbon Tetrachloride
    Chlorobenzene                              0-C.44
    Chlorodibromomethane
    Chloroethane
    2-Chloroethylvinyl Ether
    Chloroform
    Chloromethane
    Dichlorobromomethane
    1,1-Dichloroethane                         0-0.26
    1,2-Dichloroethane
    1,1-Dichloroethylene                       0.3-2.7                       0-1.8
    1,2-Dichloropropane
    1,3-Trans Dichloropropene
    1,3-Cis Dichloropropene
    Ethylbenzene                               0.57-4.3       0-4.9          0.15-11
    2-Hexanone
    Methylene Chloride          0-1.7          0-C.6
    4-Methyl-2-Pentanone
    Styrene
    1,1,2,2-Tetrachloroethane                  0.C7-0.76
    Tetrachloroethylene         0.012-0.064    O.CO?-4.2      213->38CC      0.058-17
    Toluene                                    4.9-8.2
    1,2-cis/trans
      Dichloroethylene          0.46-5.2       O.C98-95C      10-130         0.3-?r:


 *For reference, the locations of soil borings drilled in Area K-l during the waste
  characterization phase of the pilot study are shown in Figure A-l.

**Concentration ranges correspond to the minimum and maximum concentrations observed i
  all discreet sairples (i.e., 1.5'-3.5', 3.5'-5.0',  5.0'-5.5', 5.5'-8.0', 8.0'-i:.3'>
                                            A-7
5C5CA

-------
    TABLE A-3.   (CONTINUED)
Compound
1. Volatiles on Hazardous
1,1. 2-Tr ichlo roe thane
1,1, 1-Tr ichlo roe thane
Tr ichlo roe thy lene
Vinyl Acetate
Vinyl Chloride
Xylene
Total Volatiles

2. Others
Cio-Allyl Benzene
Dichlorobenzene
Methyl Ethyl Benzene
n-Propylbenzene
Trimethyl Benzene
Total Others

TOTAL

Concentration (uq/q)**
Borehole Borehole Borehole
567
Substance List (HSL) (continued)

34-48
0.047-1.2 0. OEo-330 25->35CO
0-4.3
0.049-25 5.1-24
0.519-8.164 6.452 234.1-
1371. C4 7506.9
2-20
0-0.4 7-2CO 3.9-2.4
0.5-24 0-10
0.72-5.6
3.7-66 0-43
0-0.4 13.92- 0.9-55.4
315.6
0.519-8.564 20.372 235-
1686.64 7562.3




1.2
4.4
0.8

Borehole
3


-3000
-4.3
2-47
7.528
400
0-5
0.5
C.4
0-4
2.5
3.4

10.
409
1.6
-20
-11
-50
-90

928
1.6
 *For reference,  the locations of soil borings drilled in Area K-l  during the waste
  characterization phase of the pilot study are shown in Figure A-l.

**Concentration ranges correspond to the minimum and maximum concentrations observed fc:
  all discreet samples (i.e.,  1.5'-3.5', 3.5'-5.0',  5.0'-6.5', o.S'-S.O1, S.O'-IO.O1).
                                            A-8

-------
    TABLE A-3.  (CONTINUED)
                                             Concentration (ug/g)**
                                   Borehole       Borehole       Borehole
           Compound                   9              10             11
1.   Volatiles on Hazardous Substance List (HSL)

    Acetone
    Benzene
    Bromomethane
    Bromoform
    2-Butanone
    Carbon Disulfide
    Carbon Tetrachloride
    Chlorobenzene
   . Chlorodibromethane
    Chloroethane
    2-Chloroethylvinyl Ether
    Chloroform
    Chioromethane                                0-0.1
    Dichlorobromomethane
    1,1-Dichloroethane
    1,2-Dichloroethane
    1,1-Dichloroethylene          0-0.01
    1,2-Dichloropropane
    1,3-Trans Dichloropropene
    1,3-Cis Dichloropropene
    Ethylbenzene
    2-Hexanone
    Methylene Chloride
    4-Methyi-2-Pentanone
    Styrene
    1,1,2,2-Tetrachloroethane
    Tetrachloroethylene           0.006-170      0.016-0.83    0-C.C07
    Toluene                                                    0-C.C06
    1,2-cis/trans
      Dichloroethylene            4.5-74         0.05-0.03     O.CC7-O.C22
 *For reference,  the locations of soil -borings drilled in Area K-l curing
  the waste characterization pnase of the pilot study are snown in
  Figure A-l.

**Concer.tration ranges correspond to tne mininarr and maximum concentra-
  tions observed for all discreet samples (i.e., 1.5'-3.5', 3.5'-5.C',
  5.0'-e.5',  S.S'-S.O1,  8.0'-10.0').
                                    A-9

-------
    TABLE A-3.   (CONTINUED)
                                             Concentration (ug/q)**
           Compound
 Borehole
    9
 Borehole
    10
  Borehole
     11
    Volatiles  on Hazardous  Substance  List (HSL)  (continued)
    1,1,2-Trichloroethane
    1,1,1-Trichloroethane
    Trichloroethylene
    Vinyl  Acetate
    Vinyl  Chloride
    Xylene

     Total  Volatiles
0-30
0.14-1700
8-11

12.645
1985.01
0.01-2.5

0.05-0.24
0.012-0.06

0.138-3.81
0.312-0.037
0.019-C.C73
    Others
Cio-Allyl Benzene
Oichlorobenzene
Methyl Ethyl Benzene
n-Propylbenzene
Trimethyl Benzene
Total Others
TOTAL

2-11
0-4
0-20
2-35
14.64o
2020.01
0-0.08
0.02-0.1
0.02-0.13
0-0.02
0.13-0.44
0.17-0.77
0.308-4.58 O.D19-C.C73

 *For reference,  the locations  of  soil borings drilled in Area K-l during
  the waste characterization phase of the pilot study are shown in
  Figure A-l.

**Concentration ranges correspond  to the minimum and maximum concentra-
  tions observed for all discreet  samples (i.e., 1.5'-3.5',  3.5'-5.0',
  5.0--6.51,  6.5--8.01,  8.0'-10.0').
                                   A-10

-------
rv
r>
o>
O
                 i-
                                                            Well El
                                                    Piocetsing Area

                                                  40' x 40' Concrete Pad
                            Well E 8
                                             E«»sling Dike
1 A

  *
                                    Finn »~> n n ri ri  n
                                    LTtTte'ls^n9Za±fd~LTTJ
                           E»cawafion
            y
                                            Enisling Dike
      Well E 5     //



        *   //'

                                                                                                   //
                                                                                       40  0  40  80 Fl.



                                                                                        Scale in Feel
                          FIGURE A- 1 LOCATION OF SOIL BORINGS DRILLED IN AREA K-1 DURING
                                     THE WASTE CHARACTERIZATION PHASE OF THE PILOT STUDY

-------
                            APPENDIX B

        GRAIN  SIZE  GRADATION CURVES CORRESPONDING TO FILL
                       SOIL AND NATIVE SOIL
6060A

-------
o


              CO
              CO



             •o
              5"
              o
              §
              CO

              o
              n
              a
              X
        r
        r
       cn

       F
       a
Desc
ion
              CO


              1
             T3_

              CD
            r\)
            O
                       o
                       Ul
2 5
Grain Size in Millimeters
20
5
                       ro
                  O
                  o
                       tn
                       o
                          .1
,.m
                         rj
                       00
                               -,--,- h
t
              rfe
              Per Cent Finer By Weight

                $     s     S     3
§
                                            J_
                      J-
                                            i—4-
                   -L.L.
                          \t1
                                                  ife
                  .L...
                                                       \
                                      UU
                                     u
 IJ...
                                                                                TT;~
                                                      » %

                                                      is
                                                      * %
                                                      *s
                                                                                      
                                    O

-------
100
90
80
70
E
O)
feo
n"
«>rn
c50
i.
I AiiJlyws — 	 	 - i>U - 	 - 	 - . .-
US SMnddid Sieves #2OO 1 100 *'0 •''


Y


002

-









,
,'


"



-







-
i








'
-


f












t'








-





f,
1







005
-
—



-
X

—
~

-




01




--

X
-









--





«•*



-




-
-





x










-




i
-








.




...



'"'•"•

, J
* *

- • • -<
- ~ -

1



J





t
•t •
i-t
*}~
i {
It"
tt-'
02




-



,
.












-













*






















• ••I





-- •











05
Un,led Sorts Qay 01 S|W
_ . 	 i . _
*
i

i
*
i
i
	 4- 	
i

\J^
Jf
s\
1 1

' 1
*


1
I
J
1

»


1 -
— — I —
1
1
- r

I
f

,
I
' 1

|
I
|
	 --T--
i 	
i
i
i
•
i
V

r —
i
F ~
1
1
f 	
*
1
1
1
1


*
1
J

1 	
1 	
t
t 	
1
I
9


i
i
; —
i
j
1
£.


	
—









— -








—









r~
i —
t—
i -.
i
4 —
l
r
i _
t


i-
* —

•---





—
~

i_






-

t

_..

-







•



-i








_




-
^
























—






*-





-






-














<•





--



-


-

-













-
















"::; "rs:f~~"
+ 	

i


t
•
i
4 	
,
*


-! 	
i



„; 	



i

i
1
j
I
1

l
_ -T 	

i


i
. ! 	
J
1
1

1

i
i
•

-4—



r-
i
*
•
L

i
1

1
1
;



i
i

1
!
* ~ ~
i





i


I
*~~*



_











	









	



—



—






04 f£
4
	
—



-4






















i


J
—



i
r*
...


--









—














—



—














-


—















-














-



-
-


-















-

-










-




-





























-
i.





































>4
	




	









































• Sieve Analysis
-r-




— -









































1 2 .5 1.0 2.0 5 10 20
Gram Size in Millimeters
Sand
Fine | Medium
Coatse
Giavel
-- i
t
	 »•
i
i
i

— r
i
•
t
*
*


*
.



j
j
•
i

j
— i
.1


•
{.
,

i
i
i
•

i
— f
i

t
i

—
	








































-


—
	


__







— —




























--
i
i
i 3

-
- -



































- a
j

--










-




























-


-









































50 1C

Fin* 1 Coaise


100
90
80
70
60
50
40
30
20
to
0
K)
Cobbles

Symbol
ra
i
KJ
Sampli

3 D60

Specific Gravity

Description of Sample
S/cr

/



r/Vij
vyrH

L_KJ



Gradation Curves



-------
                           APPENDIX C




                    AIR  SAMPLING  TECHNIQUES
6060A

-------
    C.  AIR SAMPLING TECHNIQUES

    C.I   Description  of  test   locations.   An- instrumentation
diagram  showing  the location of  measuring devices  is  included
in  Figure  C-l.   A  brief  description  of  each  location  is
discussed in the following subsections.

    C.I.I   Process air  inlet.  A  single  2-inch  inner  diameter
(ID)  test  port was  installed  in a horizontal  straight  section
of  pipe downstream from  the   air  preheater  outlet,  i.e.,  32
inches  (8  diameters)  downstream of a  pipe bend  and  25  inches
(greater than  2 diameters)  upstream  of  the  thermal  processor
air  inlet  (Figure  C-2).  Traverse  point  selection  criteria
dictated  by  EPA  Method  I1  for  this  "ideal"  test  location
required a minimum of  8 points, 4 per  port  axis.  For  this  duct
configuration,   only  one  port   axis  was  traversed  to   obtain
preliminary  velocity  profiles.  During  formal  testing,   flow
rates were  measured from  a  center point  location. Figure  C-l
illustrates test port placement and sampling point locations.

    C.I.2   Process off-gas manifolds.  A  single 2-inch ID  test
port was installed on  each of  the three identical  and  parallel
air  lines  discharging  gases  from  the  thermal  processor.  Each
test  port   was  located   in  a  3-inch  ID  horizontal  straight
section  >8  diameters  downstream of the  processor dome and  >2
diameters  upstream of  a  4-inch  ID  header  that  combined  the
three  off-gas  manifolds.  Traverse  point  selection  criteria
dictated by EPA  Method 1  for  this "ideal"  location  required  a
minimum  of   8  points,   4  per  port  axis.   For   this   duct
configuration,   only  one  port   axis  was  traversed  to   obtain
preliminary  velocity  profiles.  During  formal  testing,   flow
rates were  measured from  a  center point  location. Figure  C-3
illustrates test port placement and sampling point locations.

    C.I.3  Afterburner  inlet.  A single 2-inch  ID  test port  was
installed  in   a  4-inch   horizontal  straight  section  of   pipe
downstream  of  the off-gas manifold  main  header  >8  diameters
downstream of  a pipe  bend and  >2  diameters  upstream  of  the
induced  draft  fan. Traverse  point selection  criteria  dictated
by EPA Method  1 for this  "ideal"  location  required  a  minimum  of
8  points,  4 per  port axis. For this  duct  configuration,  only
one  port axis  was  traversed   to  obtain  preliminary  velocity
profiles. During   formal  testing,  flow rates  were measured  at
center  point   locations.  Figure  C-4  illustrates   test   port
placement and  sampling point locations.


'Code of Federal Regulations,  Title 40, Part 60, Appendix A,
 "Standards of  Performance for  New Stationary Sources,"  18
 Auaust 1977.
                              C-l
605CA

-------
              VOC Concentrations
                  % Moisture
                 Total Weight
                                       To
               VOC Concentrations  A Atmosphere
                   Particulates
   Feed
   Soil
Oil Heating
  System
   Air
 Preheater
                                       VOC
                                   Concentrations
                             Afterburner
                                                          VOC Concentrations
                                                              % Moisture
                                                              i
                                                             TI
 Thermal
Processor
             ure instrument
Processed
           VOC Concentrations
        711     % Moisture
                                                                     VOC Concentrations
                                                                          % Moisture
                                                                         Total Weight
J
 FI ) Flow instrument
 s	X
 f^\
 PI ) Pressure instrument
   Air
                  FIGURE C-1  THERMAL PROCESSING SYSTEM INSTRUMENTATION
                             AND SAMPLf   ' ANALYSIS DIAGRAM

-------
Bend
                    4" ID
                    Pipe
         Air _
        Inlet'
                            T
                             2"
                                       To Off-Gas
                                        Manifolds
                                     Test Port

                                                          Thermal
                                                         Processor
                                                       (Soil Discharge
                                                         End View)
                                      Air
                                    Preheater
Traverse
Point
Number
1
2
Center Point (CP)
3
4
Distance From
Inside Near
Wall, Inches
y«
1
2
3
334
 Test Port Cross-Sectional View
FIGURE C-2  PROCESS AIR INLET PORT AND TRAVERSE POINT LOCATIONS

-------
 Thermal
Processor
(Top View)
Soil
Out '

r
Test Port


( ^ —^ Manifold 3 3D' iD U- Orifice
V J P|pe | Plate
i
t
L
1-
Test Port
n
()— - Ma
i
I h-
mfo
w 2 3p;^ u_°p^tcee
Test Port
n
() — Ma

Soil
In

•* —

nifo
^^•B
^^
'l^
1H . 3" ID 1 Ondce
10 Pipe f*~ Plate
Air
•« — Air Inlet

t
6
\
P
i
L
"
D
pe

To Afterburner —
Mam
Header
    Traverse    Distance From
     Point      Inside Near
    Number     Wall, Inches
    Center Point (CP)

          3

          4
3" ID
                                 Level
                                          Test Port Cross-Sectional View
              FIGURE C-3  PROCESS OFF-GAS MANIFOLDS PORT
                          AND TRAVERSE POINT LOCATIONS
                                    C-4

-------
 Process
 Off-Gas
Manifolds
 Mam
Header







^ — '
4"
ID
Pipe






i '
^ Bend



Test
Port

n , 	 .
ID

        Traverse    Distance From
         Point      Inside Near
        Number     Wall. Inches
     Center Pomt (CP)

           3

           4
                                            4" ID
                                    Test Port Cross-Sectional View
  FIGURE C-4   AFTERBURNER INLET PORT AND TRAVERSE POINT LOCATION

-------
    C.I.4   Discharge  stack.   Two  test  ports  were  installed
90"  apart   in  a  straight  section  of  the  vertical  stack  102
inches (>8  diameters) downstream of the  afterburner  chamber  and
72  inches  ( >2  diameters)  upstream  of  the  stack outlet.  Five
inches of refactory brick lined the inside of  the  9.625-inch ID
stack. Traverse point  selection criteria dictated  by EPA Method
1  for this  "ideal"  test  location   required  a  minimum  of  8
points,   4   per  port   axis.  Figure  C-5  illustrates  test  port
placement and sample point locations.

    C. 2   Description of test equipment.

    C.2.1   Flow.  Air  flow  at the  processor  inlet  and  after-
burner inlet  was   measured  using  12-inch  standard pitot  tubes
connected  to  inclined manometers  (velocity  pressure  indica-
tors). Air  flow  in  the  process  off-gas manifolds was  measured
by  orifice  plates.  Magnahelics  monitored  the  orifice  plate
pressure   differentials.   Flow  at   the   discharge   stack  was
determined   using   S-type   pitot   tubes   incorporated   with  a
modified  EPA Method 5 train (described in Section C.2.4.2).

    C.2.2    Temperature   was  monitored   using   chromel/alumel
thermocouples  placed  alongside  the  pitot   tubes  or  orifice
plates and  wired to a switchable calibrated digital pyrometer.

    C.2.3  Moisture. The  moisture contents of  the process inlet
air and infiltration air were assumed to be  the  same  as ambient
air and were measured  using a sling  psychrometer and associated
psychrometric chart.

    The moisture content  at  the  afterburner  inlet was  measured
by  an EPA  Method   4  sampling  train.  Moisture  was  determined at
the  discharge  stack  using  a  modified  EPA  Method  5 'train
described in subsection C.2.4.2.

    C.2.4  VOC's.

    C.2.4.1   Total  VOC's  by continuous  emissions  monitoring
(CEM) system.  The  CEM system was  used  to  measure  total  VOC
concentrations at  the  process off-gas  manifolds  for  Test Runs 1
through  18,  at  the afterburner inlet  for  Test Runs  19 through
23, and  at  manifold  2  for Test Runs 25  through  28.  This system
measured gross VOC concentrations in the  linear  range  from 1 to
600  ppm   by volume  dry  air   relative  to the calibration  gas
(benzene).   The  CEM  system (see Figure  C-6)  consisted  of  the
following components connected in series:
                               C-6
6060A

-------
n
i
-1


5" Firewall
|

X^w

(.(•/'• ^n
Y'-V./

i





9 625" ID 72"
^- al Sample
f Location
i
i
MJ
Test Port Cross-Sectional View


Traverse
Point
Number
1

2
3
4



r
t

10^"

Distance From
Inside Near
Wall Inches i '

Vo I Gas




36" in
2Yn Process 1 */
\ r
Oil Gases Jx >J ^mnc
f'/s t^ ^Chamb(
2f
9 30"
\













It

to- r
•
ID {.




ot




; v
Alter
^- Firewall 5" Thick
t--
•*



H






Stack 20" OD



Test Port
Platform




\
! Burner J
1 [
1 16" ID |
1 |
I i
Elevation 695' «<>



J


6
1
Pad






6"
. Pad







'


                                    FIGURE C-5  DISCHARGE STACK TEST PORT

                                              AND TRAVERSE POINT LOCATIONS

-------
n

00
                                 Glass Wool
                               Participate Filler -,
                                     Manilold
                                      I
                                   FIGURE C-6  CONTINUOUS EMISSIONS MONITORING SYSTEM

-------
    (a)  A glass wool  thimble  (to remove particulate) connected
         to  8  feet  of  1/4-inch  heated  (approximately  170IJF)
         teflon tubing (to transport sample gas).
    (b)  A stainless  steel  four-way switch valve that connected
         sample gas lines (manifolds 1,  2,  and  3 or afterburner
         inlet) and calibration  gas to a common 1/4-inch teflon
         tube  (to select individual gas source).
    (c)  From  the  common   line,   an   ice  water-cooled  glass
         condenser  and condensate  trap  (to  cool  and dry  the
         sample gas).
    (d)  An   AID    Model   590   volatile   organics   monitor/GC
         (photoionization detector  with 10.0 eV lamp)  for Test
         Runs  1 through 11.
    (e)  A  century   model   128   volatile  organics  monitor/GC
         (flame ionization  detector)  for  Test  Runs  12  through
         23 and 24 through 28.
    (f)  Monitor  output  recorded  on  Molytek  single  channel
         recorder.

    Both monitors  were  used in  the  total VOC  survey  mode  and
were calibrated  on  benzene  (or  styrene referenced  to  benzene)
standa rds in air.

    C.2.4.2    Specific   VOC's   by  Modified  Volatile   Organic
Sampling Train (MOD  VOST).  Specific   VOC  concentrations  were
measured at  the  afterburner inlet for  Test  Runs  1  through 16
and at  the  process  off-gas  manifolds  for  Test   Runs  19  through
23, using a MOD VOST.  This  sampling train was applicable to the
higher  VOC  concentrations  (i.e.,  greater  than   500  pprr./volume)
encountered at these  test   locations.   The  sampling  train  (see
Figure  C-7) consisted  of  the following components  connected in
series:

    (a)  A glass wool  thimble  (to remove particulate) connected
         to  8  feet  of  1/4-inch heated  (approximately  170"F)
         teflon tubing (to transport sample gas).
    (b)  An  ice  water-cooled  glass  condenser  and  condensate
         trap  (to collect VOC condensable at 63°F).
    (c)  A  section  of  1/4-inch  teflon tubing  connecting  the
         condensate  trap  to  a   2-section,  8-gram  and  4"-gram
         activated charcoal tube  (to adsorb VOC's)  and  a  silica
         gel tube  (to remove residual  moisture  before entering
         the pump).
    (d)  The  silica  gel  tube was  connected  via  an  umbilical
         cable to a control console containing flow controllers,
         a calibrated  1  liter  per minute (Ipn)  dry gas meter,  a.
         sample pump,  valves and  vacuum  gauges,  a  water  coolant
         pump,  and temperature indicators.
                              C-9
6060A

-------
                                     Glass Wool
                                     Paniculate Filter  y," Healed
                                                   Tellon Tubing
0
 I
                                     Sampling
                                       Point
                                                            Ice Water
                                                          Condenser
                                                     Condensate
                                                     Tiap
                                                                    I
                                                                                                             Vacuum
                                                                                                             Gauge
              Micro Valve
                                                                            I12
                                                                            «-. r-h
m
       Gram
     Charcoal Tube

     8 Gram
     Section
Glass Wool

4 Gram
Section
Empty    Silica Gel
                                                                                                     Dry Gas Meter
                                     FIGURE C-7   MODIFIED VOLATILE ORGANICS SAMPLING TRAIN (MOD VOST)

-------
    C.2.4.3   Specific  VOC's  by VOST.  Specific VOC  concentra-
tions   in   the   discharge  stack   gas   emission   stream   were
determined  using  a  volatile  organics  sampling   train.   This
sampling  train   (see  Figure  C-8)   consisted  of  the  following
components connected in series: .

    (a)  A  heated  borosilicate probe,   3-ft   in   length,   con-
         taining a glass wool  particulate filter.
    (b)  The  probe  was   connected  to   an   ice   water-cooled
         condenser   followed    by    an   adsorption   cartridge
         containing  1.6  grams of  Tenax  (35/60   mesh)  and  a
         condensate trap.
    (c)  A  section of  teflon  tubing  was  used to connect  the
         outlet   of  the condensate  trap  to  a  second  condenser
         which   is  followed  by   a   back-up  sorbent   trap
         (containing  1  gram   of   Tenax  and   1   gram  of   SKC
         petroleum-based charcoal),  a  condensate collector,  and
         a tube  containing a measured amount of silica gel.
    (d)  The tube  of  silica gel was  connected  via  an umbilical
         cable  to  a control  console  containing flow  control-
         lers,  a calibrated 1  1pm  dry gas meter, a sample  purp,
         a  coolant pump,  a  temperature indicator,  and  other
         components.

    C.2.5   Particulate  and  hydrochloric  acid   sampling  equip-
ment.    Particulate,  hydrochloric   acid  (HC1),   and   moisture
present  in  the  stack gases were collected  simultaneously  using
a modified EPA  Method  5 sampling  train  (see  Figure  C-9).  This
sampling train consisted of the following components:

    (a)  A  316  stainless  steel nozzle  with an  inside diameter
         sized to sample isokinetica1ly.
    (b)  A heated,  hastalloy-C probe, approximately  3  ft  long,
         equipped  with   thermocouple   to   measure   flue   gas
         temperature and  an  S-type  pitot  tube  to  measure  flue
         gas velocity pressure.
    (c)  A heated  oven  containing   a  borosilicate  filter holder
         with a weighed 90-millimeter  Reeve  Angle   934  AH  glass
         fiber filter.
    (d)  A section of borosilicate   tubing to  connect  the outlet
         of the  filter  hold to the  inlet of  the impinger train.
    (e)  An impinger train containing 4  impingers  (No.  1 --  100
         ml 0.1 N  NaOH; No. 2 —  100 milliliter 0.1 N NaOH;  No.
         3 -- dry; No.  4  — 200 gram  silica  gel).  The  first  3
         impingers were of  the  standard  Greenburg-Smith design;
         the  final  impinger   was   modified  by  replacing   the
         inpaction tip  with straight tubing.
                              C-ll
6060A

-------
n
 i
i—•
K)
                                      Glass Wool

                                      Parliculale Filter
                                           \
                                        Slack
Probe
                                                       Condensale

                                                          Trap
                                                              Vacuum

                                                              Gauge
                                                                                           Micro Valve
                               Tenax


                               Charcoal Backup
                          Empty    Silica Gel
                                                                                                         Dry Gas Meier
                                                                                               NOTE

                                                                                               Both traps were replaced every

                                                                                               20 minutes over 2-hour period
                                                 FIGURE C-8  VOLATILE ORGANICS SAMPLING TRAIN (VOST)

-------
o
                                   Tempernlure
                                     Sensor
                                                                                                      Thermometer
                                                                                                       Check Valve

                                                                                                        Vacuum Line
                                                                                                            Vacuum Gauge
                          Revese Type /
                           Pilot Tuhe
                                                                                                      Silica Gel
                                        Pilot Manometer
                                                                                                Ice Bath
                                                                                                                              Thermometers
                                                                                                                                   Orifice and
                                                                                                                                   Manometer
                                                                        01N NaoH
                                  FIGURE C-9   PARTICULATE/HCI SAMPLING TRAIN - MODIFIED EPA METHOD 5

-------
    (f)  A vacuum  hose to  connect  the  outlet  of  the  impinger
         train to a control  module.
    (g)  A control  module containing  a 3 cubic  foot  per  minute
         carbon  vane  vacuum pump'  (sample gas  mover),  a  cali-
         brated  dry gas  meter  (sample  gas  volume  measurement
         device),  a  calibrated  orifice  (sample  gas  flow  rate
         indicator), and  inclined  manometers  (orifice  and  gas
         stream pressure indicators).
    (h)  A switchable  calibrated  digital  pyrometer  to  monitor
         flue and sample gas temperatures.

    The material collected  in the  nozzle,  probe,  front-half  of
the filter holder,  and on the glass fiber filter  were  analyzed
gravimetrically  for particulate.  The  liquid  frcm  the   NaOH-
containing impingers was analyzed  for  HC1.

    C.2.6   Fixed  gases  (CO2,   O2 ,   CO)   sampling  equipment.
The fixed  gas sampling  train (Figure  C-10)  was  assembled  in
accordance with  EPA  Method 3  and  consisted  of  the  following
components:

    (a)  A stainless steel  probe with a  plug  of glass wool  to
         remove particulate.
    (b)  An  air  or water-cooled condenser  to  remove  moisture
         from the sampled  gases.
    (c)  A diaphragm pump to draw  a  continuous  sarr.ple of  the
         gases.
    (d)  A Tedlar  or  plastic-coated   aluminum  barrier  bag  to
         contain the sample  of flue  gases.

    An Orsat  analyzer  was used  to  analyze  the  contents  of  the
bag for C0a,  02,  and CO.

    C.3  Testing,  monitoring,  and  analytical   procedures.  Fol-
lowing equipment  set-up,  technicians  compiled  preliminary  test
data  at   the process   air  inlet,   process   off-gas  manifolds,
afterburner inlet,  and  discharge stack.  Geometric flue  measure-
ments  were recorded and pitot tube  traverses  were  performed  to
determine the presence/absence of cyclonic flow.

    Formal tests  generally  ran  two  to three hours  in duration,
depending on process upsets, available quantities  of  feed  soil,
and weather  conditions. The test  period was defined  by  the  VOC
sampling  time  at  the  afterburner   inlet.  Simultaneous  testing
was performed  on all   source  locations  (excluding  the discharge
stack) during  the  23   test   runs.  Concurrent  compliance  tests
were  performed  at the discharge  stack during  selected  low,
medium, and high VOC-inlet  loading  conditions  (Test Runs 8,  9,
and   10,  respectively).  Table  C-l   presents   the  parameters
measured at each source location  for  each test  run.
                              C-14
5060A

-------
                                                                          Rate Meter
o
                                Air- or Water-
                              Cooled Condenser
                      Probe
                          \
                         (Gl,
                           \
                            FHter
                               *ool)
                                  FIGURE C-10 INTEGRATED GAS SAMPLING TRAIN - EPA METHOD 3

-------
    TABLE C-l.
        TEST PARAMETERS MEASURED FOR EACH LOCATION
        BY TEST RUN

Test
run
1-7





Process air
inlet
Flow
Temperature
Moisture
Total VOC
Fixed Gases
Process
of f -gas
manifolds
Flow
Temperature
	
Total VOC
Fixed Gases

Afterburner Discharge
inlet stack
Flow 	
Temperature 	
Moisture 	
Specific VOC 	
Fixed Gases 	
8-10
11-18
19-23
24
25-28
Flow
Temperature
Moisture
Total VOC
Fixed Gases
Flow
Temperature
Moisture
Total VOC
Fixed Gases

Flow
Temperature
Moisture
Total VOC
Fixed Gases

Flow
Temperature
Mo isture

Flow
Temperature
Moisture
Flow
Temperature

Total VOC
Fixed Gases
Flow
Temperature
Total
Fixed
                            VOC
                            Gases
Temperature

Specific VOC
Fixed Gases

Flow
Temperature
Flow
Temperature
Total VOC
at Manifold 2
Flow
Temperature
Mo i s t u r e
Specific VOC
Fixed Gases
Flow
Temperature
Mo istu re
Specific VOC
Fixed Gases

Flow
Temperature
Moistu re
Total VOC
Fixed Gases

F low
Temperatu re
Moisture

Flow
Temper atu re
Moisture
Flow
Temperature
Moisture
Specific VOC
Fixed Gases
Particulate
Hydrogen
Chlor ide

Flow
Temperature
F low
Temperature
Flow
Tempe rature


Flow
Temperature
6050A
                              C-16

-------
    Testing and analysis  protocols  followed  for  each parameter
measured are  summarized  in Table C-2.  The following paragraphs
and flow charts summarize  the  sample  train preparation,  testing
procedures, sample  recovery,  and analytical  techniques.  Copies
of the EPA Reference  methods  are included in the  draft  version
of the Work Plan. 2
    C.3
minutes
entials
minute
process
. 1   Flow.  Process  air  flows  were measured every  thirty
 for each test run.  Pitot  tube  orifice pressure  differ-
 were  recorded  for   all  test  locations  within  a  ten-
period   in  the  following  order:   process   air   inlet,
off-gas  manifolds,  afterburner  inlet,  and  stack.
    C.3.2    Temperature.    Processor    air   temperatures   were
recorded at each test location simultaneously with  the air flow
measurements.
    C.3.3   Moistu
(process   inlet
simultaneously  wi
measurements.  Aver
air  was  measured
concurrently with
moisture   content
concurrently with
Method  4  sampling
with the Modified
9, 10.
           re.   The  moisture  content   of   ambient   air
           air   and   infiltration  air)   was   measured
           th  the  process  air   flow   and  temperature
           age  moisture content of the  afterburner  inlet
             by  an  EPA  Method   4  sampling  train   ran
           the  VOC sampling for  each test  run.  Average
             of  the   stack  gas   stream   was   treasured
           the afterburner  inlet  VOC  sampling by an  EPA
           train  for  Test Runs 6  and 7  and incorporated
           EPA Method  5  sampling  train  for Test  Runs  8,
 !Test Plan for a Pilot Investigation of Low Temperature
 Thermal Stripping of Volatile Organic Compounds From Soil at
 Letterkenny Army Depot (LEAD),  Draft Version, June 1985.
                              C-17
606GA

-------
    TABLE C-2.   TESTING PROTOCOLS FOR AIR SAMPLING
 Parameters measured
EPA reference methods
Air Temperature,  Volumetric Flow,
and Mass Rate
Fixed Gases (CO.,  Oz ,  and CO)
Concentration

Moisture Concentration
Volatile Organic Compounds
Concentration

    Total VOC by CEM
    Specific VOC by MOD VOST

    Specific VOC by VOST
Particulate and Hydrogen Chloride
Concentration and Mass Rate
EPA 1, 2 (modified by
using centerpoint
velocities)

EPA 3 (stack only)
EPA 4 (sling psychro-
meter at process inlet)
EPA 25A (modified by
using PID monitor for
runs 1-11)

WESTON designed

EPA 600/3-84-007, March
1984

EPA 5 (modified by
replacing impinger
solutions with 0.1 N
NaOH; analyzed for
hydrochloric acid by
standard methods)
^Code of Federal Regulations, Title 40, Part 60, Appendix A,
 "Standards of Performance For New Stationary Sources," 18
 August 1977.
                              C-18
-6060A

-------
    C.3.4  VOC's

    C.3.4.1   Total  VOC's  by  CEM  system.   A  portable  organic
vapor analyzer was used  to monitor the total VOC concentrations
(ppm/volume)  at  the following  locations:  (1)  each leg  of  the
off-gas  manifold  systerr.  (Test  Runs  1  through 18),  (2)  at  the
afterburner   inlet   (Test  Runs  19  through  23),  and  (3)   at
manifold  2   (Test   Runs  25  through  28).  No  monitoring  was
conducted during Run 24 due to a faulty analyzer.

    C.3.4.1.1    Calibration   of    instrument.   A   three-point
calibration was  completed  before  and  after  each test  run.  The
calibrations  were  completed  using an  ambient  air source  and
calibration  gases  (i.e.,   10  ppm,  100  ppm,  and/or   1000  ppr.
benzene in air standard). A single  mid-test  span  check was also
performed during each test run.

    C.3.4.1.2  Monitoring. During  Test  Runs  1 through 18, total
VOC  concentrations  in  each  manifold  leg   were  monitored  and
recorded every 15  minutes.  A  stainless steel 4-way switch valve
assembly was  used  to sample manifolds  1,  2, and 3  and ambient
air/calibrating  gas. Total  VOC  concentrations were  monitored
for 5 minutes per  leg.

    During Test Runs 19 through 23  the  instrument was  drawing  a
continuous  sample  from  the   gases entering  the  afterburner.
Total VOC concentrations were recorded every 15 minutes.

    The  pump  suction  on  the OVA   instrument  used  during  Test
Runs  25  through  28  was not  strong  enough  to overcome  the  23
inches  of  water  column  negative  pressure   present  at  the
afterburner   inlet  test   port.  Therefore,   the  instrument  was
connected  to  the  test  port  at  manifold  2.  Total  VOC  concen-
trations were recorded every 15 minutes.

    C.3.4.2   Specific  VOC's  by  the MOD  VOST. A modified VOST
train was  used to measure  the specific  VOC  concentrations  at
the afterburner  inlet  (Test Runs  1 through 18)  and  in each  of
the three  legs of  the  manifold (Test  Runs  19 through  23).  The
sample  train  preparation,   testing,  and sample  recovery  proce-
dures are depicted in the flowcharts  in Figures  C-ll,  C-12,  and
C-13,  respectively.

    C.3.4.3   Specific  VOC's  by VOST.  A VOST  train was  used  at
the discharge  stack  to measure  the specific  VOC  concentrations
in  the  gases.  The  sample   train  preparation,  sampling,  and
sample  recovery  procedures   are  shown  in  the  flowcharts   in
Figures C-14,  C-15,  and C-16, respectively.  The  integrated  gas
sample flow rate was  less  than  or  equal to  1  1pm for  each two-
to  three-hour test.  The  VOST  trap  pairs  were  replaced  with
fresh traps every  20 minutes.


                              C-19
6 0 £ C A

-------
  GLASSWARE AND TEFLON
  COMPONENTS
                          ACTIVATED CHARCOAL
                                                  SILICA GEL
  RINSE WITH NONOGRADE
  ACETONE. RINSE WITH
  PESTICIDE GRADE HEXANE
  DRY FOR i HOUR IN
  OVEN AT 103-105:C.
  SEAL ENDS WITH GLASS.
  TEFLON OR STAINLESS
  STEEL CAPS AND/OR FOIL
           FIRE AT 600= FOR
           1 HOUR
           PACK 2-SECTION ABSORBENT
           TUBES WITH CHARCOAL
                          8 GRAM INTO FRONT
                          SECTION
                          4 GRAM INTO BACK-UP
                          SECTION OF TUBE TYPE 2
                           CAP ENDS WITH TEFLON
                           PLUGS PLACE IN
                           ZIP-LOCK BAG
                           TRANSPORT TO INCINERATION
                           SITE      .
DRY AT 1?5"C
FOR 2 HOURS
                                      I
PACK DRYING TUBE WITH
20 GRAMS SILICA GEL
                                                      1
                                                   CAP ENDS
                           ASSEMBLE COMPONENTS
                           SEAL OPEN ENDS OF TRAIN
                           WITH GLASS AND- OR FOIL
                           TRANSPORT TO TEST POINT
FIGURE C-11
PREPARATION PROCEDURES FOR
MODIFIED VOLATILE ORGANICS SAMPLING TRAIN
                               C-20

-------
ATTACH IN SERIES  PROBE  —
CONDENSER TUBE TYPE 1.
CONDENSATE TRAP TEFLON
TUBING SECOND CONDENSER
TUBE TYPE 2 SECOND
CONDENSATETRAP TUBING.
AND SILICA GEL TUBE
          ASSEMBLE SAMPLING TRAIN •
          COMPONENTS AT TEST
          POINT

          LEAK CHECK ASSEMBLED  -
          SAMPLING TRAIN AT 10"
          HG AT FRONT END OF
          PROBE
CONNECT UMBILICAL TO OUTLET
OF SILICA GEL TUBE AND TO
CONTROL CONSOLE

RECORD LEAK CHECK ON FIELD
DATA SHEET
PROBE HEATER AT 2S&F
          TURN ON PROBE HEATER
          AND COOLANT PUMP
                           TEAM LEADER CHECK WITH
                           PROCESS OBSERVER FOR
                           START TIME
                                    PROCESS OBSERVER MAKES SURE
                                    PROCESS IS OPERATING NORMALLY
                           PROBE POSITIONED AT   «
                           SAMPLING POINT IN STACK
                           START TEST AT DESIGNATED •
                           START TIME
                                    REMOVE SAMPLE PORT AND PROBE
                                    CAPS INSERT PROBE THROUGH
                                    PORT. SEAL PORT
                                    PROCESS OBSERVER TAKES DATA
                                    THROUGHOUT TEST
RECORD CLOCK TIME RECORD
INITIAL DRY GAS METER
READING AND COMPONENT
TEMPERATURES SET
SAMPLING RATE ON
ROTAMETER AND READ
REMAINING GAUGES
RECORD DATA ON FIELD
DATASHEET EVERY
5 MINUTES
          SINGLE-POINT CONSTANT
          RATE SAMPLING AT 0 250
          LITER MIN FOR 120 TO
          180 MINUTES
RECORD FINAL DRY GAS ME'ER
READING AND LEAK CHECK AT
END OF 2-HOUR TEST
 FIGURE C-12
SAMPLING PROCEDURES FOR VOLATILE ORGANICS
USING MODIFIED VOST
                                      C-21

-------
PROBE AND         SORBENT TUBES         CONDENSATE TRAPS     SILICA GEL
CONDENSERS          I                       I                    I

WASH WITH         REMOVE FROM          POUR INTO VOA 40-ML     WEIGH RECORD
DISTILLED WATER     TRAIN                 VIAL & SEAL WITH        VOLUME INDICATE
                                       TEFLON CAP STORE AT   REGENERATION REQUIRED
                                       WET ICE TEMPERATURE
RINSE INTO         SEAL ENDS WITH         (4=C). COMPLETE CUSTODY
CONDENSATE TRAP   TEFLON CAPS           FORM. SECURE SAMPLES
                    T                  FOR SHIPMENT
                  PLACE IN LABELLED
                  ZIP-LOCK BAG.
                  STORE AT WET
                  ICE TEMPERATURE
                  (4:C). COMPLETE
                  CUSTODY FORM SECURE
                  SAMPLES FOR SHIPMENT
  FIGURE C-13  SAMPLE RECOVERY PROCEDURES FOR VOLATILE ORGANICS
                USING MODIFIED VOST

-------
GLASSWARE AND TEFLON
COMPONENTS
                        TENAX GC
                          ACTIVATED CHARCOAL
                                                   SILICA GEL
RINSE WITH NONOGRADE
ACETONE RINSE WITH
PESTICIDE GRADE HEXANE
DRV FOR 1 HOUR IN
OVEN AT 103-105-C
SEAL ENDS WITH GLASS
TEFLON. OR STAINLESS
STEEL CAPS AND OR FOIL
 EXTRACT IN SOXHLET FOR
 18 HOURS WITH METHANOL.
 THEN FOR IB HOURS WITH
  N-PENTANE
 DRY FOR 3-5 HOURS
 IN l2ffC OVEN
 PACK SORBENT TUBES
 WITH TENAX GC  i
      t         T
 16 GRAMS    1 GRAM INTO'
 INTO TUBE    TUBE TYPE 2
FIRE AT 60&C FOR
1 HOUR
PACK SOR8ENT TUBES
WITH CHARCOAL
                                               • 1 GRAM INTO BACK-UP
                                                SECTION OF TUBE TYPE 2
DRY AT 175"C
FOR 2 HOURS
PACK DRYING TUBE
WITH 20 GRAMS
SILICA GEL
                         CAP ENDS
                       CONDITION AT 27ff WITH PURIFIED HELIUM
                       FLOW OF 30 MI/MIN FOR 120 MIN
                                T
                       CAP ENDS WITH TEFLON OR STAINLESS STEEL
                       PLUGS COVER WITH ALUMINUM FOIL
                                t
                       PLACE IN AMBER JAR
                       CONTAINING ACTIVATED
                       CHARCOAL SEAL JAR WITH
                       TEFLON-LINED LID
                       TRANSPORT TO INCINERATION SITE •
                                T
                       ASSEMBLE COMPONENTS

                       SEAL OPEN ENDS OF TRAIN
                       WITH GLASS AND'OR FOIL
                                T
                       TRANSPORT TO TEST POINT
      FIGURE c-14
PREPARATION PROCEDURES FOR VOLATILE
ORGANICS SAMPLING TRAIN
                                       C-23

-------
ATTACH IN SERIES PROBE. —
CONDENSER TUBE TYPE 1.
CONDENSATE TRAP TEFLON
TUBING SECOND CONDENSER.
TUBE TYPE 2 SECOND
CONDENSATE TRAP TUBING.
AND SILICA GEL TUBE
ASSEMBLE SAMPLING TRAIN
COMPONENTS AT TEST
POINT I

LEAK CHECK ASSEMBLED
SAMPLING TRAIN AT 15"
HG AT FRONT END OF
PROBE .
 CONNECT UMBILICAL TO OUTLET
 OF SILICA GEL TUBE AND TO
 CONTROL CONSOLE

• RECORD LEAK CHECK ON FIELD
 DATA SHEET
PROBE HEATER AT 250°F
TURN ON PROBE HEATER
AND COOLANT PUMP
                            TEAM LEADER CHECK WITH
                            PROCESS OBSERVER FOR
                            START TIME
                           PROCESS OBSERVER MAKES SURE
                           PROCESS IS OPERATING NORMALLY
RECORD CLOCK TIME RECORD
INITIAL DRY GAS METER
READING AND COMPONENT
TEMPERATURES. SET
SAMPLING RATE ON
ROTAMETER AND READ
REMAINING GAUGES
RECORD DATA ON FIELD
DATA SHEET EVERY 5
MINUTES
                            PROBE POSITIONED AT
                            SAMPLING POINT IN STACK
                            START TEST AT DESIGNATED-
                            START. TIME
                           REMOVE SAMPLE PORT AND PROBE
                           CAPS INSERT PROBE THROUGH
                           PORT SEAL PORT

                           PROCESS OBSERVER TAKES DATA
                           THROUGHOUT TEST
SINGLE-POINT CONSTANT
HATE SAMPLING AT 1
LITER MIN FOR 20 MINUTES
      T
SHUT OFF TRAIN RECORD
VOLUME READING REMOVE
PROBE FROM STACK LEAK
CHECK TRAIN AND RECORD
LEAK RATE
      f
CHANGE TRAP PAIRS EVERY
20 MINUTES THROUGHOUT
THE 2-HOUR TEST SEAL
ENDS WITH TEFLON OR
STAINLESS STEEL CAPS
      Y
TRANSFER SAMPLING TRAIN
TO ANOTHER PORT AND
REPEAT PROCEDURE
                                                       •RECORD FINAL DRY GAS ME'ER
                                                        HEADING AND LEAK CnECK AT
                                                        END OF 2-HOUR ""EST
  FIGURE C-15  SAMPLING PROCEDURES FOR VOLATILE ORGANICS

-------
PROBE AND
CONDENSERS
    t
WASH WITH
DISTILLED WATER



RINSE INTO
CONDENSATETRAPS
SORBENTTUBES

    I
REMOVE FROM
TRAIN


SEAL ENDS WITH
TEFLON OR STAINLESS
STEEL CAPS AND
COVER WITH
ALUMINUM FOIL
    t
PLACE IN LABELLED
AMBER JAR CONTAINING
ACTIVATED CHARCOAL.
SEAL JAR WITH
TEFLON LINED LID
STORE AT WET
ICE TEMPERATURE
<4°C) COMPLETE
CUSTODY FORM SECURE
SAMPLES FOR SHIPMENT
CONDENSATE TRAPS

       I
POUR INTO VOA 30-ML
VIAL & SEAL WITH
TEFLON CAP STORE AT
WET ICE TEMPERATURE
(4°C). COMPLETE CUSTODY
FORM SECURE SAMPLES
FOR SHIPMENT
SILICA GEL

   I
WEIGH  RECORD
VOLUME. INDICATE
REGENERATION REQUIRED
 FIGURE C-16  SAMPLE RECOVERY PROCEDURES FOR VOLATILE ORGANICS
                                   C-25

-------
    C.3.5   Particulate  and HC1.  Figures C-17,  C-18,  and  C-19
illustrate  the  procedures  that  were used  to prepare the  par-
ticulate/HCl sampling train prior  to  each test,  the  procedures
used  to  sample  the  stack gases,"  and   the  procedures used  to
recover the samples  from  the  train.  Procedures were  in  accord-
ance with  EPA  Method 5  except for minor  modifications  in  train
configuration and  sample  recovery procedures  for HC1.  Immedi-
ately  following   sample   recovery,   the  sampling   train   was
recharged,   components reassembled,  and   the  openings  sealed  to
prevent contamination.  Tests  were generally  two  to three  hours
in duration, 30 dscf in  size,  and isokinetic  .+10 percent.

    C.3.6   Fixed  gases  (CO,  C02,   O2).  Figure  C-20   illus-
trates  the  procedure   used   to  measure  the  CO,  CO.,  and  O2
content  of  the  stack   gases.   No  special   preparations   were
required apart  from  making  certain the  gas  sampling bag,  train,
and Orsat were leak-free and the Orsat contained fresh reagents.
                              C-26
6060A

-------
   NANOGRADE ACETONE
   WASH OFF SAMPLING
   NOZZLE PROBE
   FILTER HOLDER
         • THOROUGHLY CLEAN
         SAMPLING TRAIN
         COMPONENTS IN
         LABORATORY
SAVE PORTION OF ACETONE
USED FOR CLEANUP AS A BLANK
  RETAIN SAMPLE OF •««-
  SOLUTION FOR BLANK
         PREPARE FRESH SOLUTION •
         FOR HCI TESTS
                                                  0 1 N NaOH
  INLET AND OUTLET OF
  SAMPLING NOZZLE
  PROBE
                         RINSE IMPINGERS -
                         AND CONNECTORS
                         CHARGE IMPINGER TRAIN
                         WITH PROPER SOLUTION •
         PUT PREWEIGHED FILTER
         INTO FILTER HOLDER

         SEAL SAMPLING TRAIN '<
         COMPONENTS WITH SEPTUMS
         AND OR GROUND GLASS
         PLUGS OR CAPS TO PREVENT
         CONTAMINATION
                                  IMPINGER NO 1 NO 2 NO 3
                                  WITH 0 1 N NaOH SAVE PORTION
                                  OF REAGENT AS A BLANK
                                                  IMPINGER NO 1 100 ml 0 IN NaOH
                                                  IMPINGER NO 2 100 ml 0 1 N NaOH
                                                  IMPINGER NO 3 DRY
                                                  IMPINGER NO 4 SILICA GEL
INLET TO IMPINGER NO 1 AND
OUTLET TO IMPINGER NO 4
                         TRANSPORT SAMPLING
                         TRAIN COMPONENTS
                         TO SAMPLING SITE
FIGURE C-17
PREPARATION PROCEDURES FOR PARTICULATE AND
HCI SAMPLING TRAIN
                                    C-2'

-------
ATTACH NOZZLE TO PROBE  —
AND PROBE TO FILTER HOLDER
ATTACH IMPINGER TRAIN
TO FILTER HOLDER WITH
BOROSILICATE TUBING

ZERO INCLINED MANOMETERS «
       ASSEMBLE SAMPLING TRAIN
       COMPONENTS AT SAMPLING
       SITE
       LEAK CHECK ASSEMBLED  •
       SAMPLING TRAIN AT 15" HG
CONNECT UMBILICAL TO CONTROL
MODULE AND TO IMPINGER NO 5 OUTLET
RECORD LEAK RATE ON FIELD
DATA SHEET
PROBE AND OVEN
HEATERS ZSCfF
       TURN ON PROBE AND OVEN
       HEATERS AND ADD ICE TO
       IMPINGER TRAIN
                             TEAM LEADER CHECK WITH
                             PROCESS OBSERVER FOR
                             START TIME
                                  PROCESS OPERATOR MAKES SURE
                                  PROCESS OPERATING NORMALLY
RECORD CLOCK TIME
RECORD INITIAL DRY GAS
METER VALUE
READ AP T.. T..
FOR ISOKINET1C SAMPLING
OETERIMINE AH
SET AH AT ORIFICE METER
READ REMAINING GAUGES •
RECORD DATA ON FIELD
DATA SHEET AT EACH
POINT EVERY 5 MINUTES
                             PROBE POSITIONED IN
                             STACK AT FIRST
                             SAMPLING POINT
       START TEST AT     •*—
       DESIGNATED START TIME
           Y
       SAMPLE EACH POINT
       ON TRAVERSE
                                  REMOVE SAMPLE PORT CAP
                                  INSERT PROBE THROUGH PORT
                                  SEAL PORT
PROCESS OPERATOR TAKES DATA
THROUGHOUT THE TEST

4 POINTS PER TRAVERSE
2 TRAVERSES AT 90°
10-20 MINUTES PER POINT
                             STOP SAMPLING AFTER
                             COMPLETING TRAVERSE
                             AND REMOVE PROBE
                             FROM STACK

                             TRANSFER SAMPLING
                             TRAIN TO NEXT SAMPLE
                             PORT AND REPEAT PROCEDURE
                                   RECORD FINAL DRY GAS
                                   METER READING AND
                                   LEAK CHECK
     FIGURE C-18
SAMPLING PROCEDURES FOR PARTICULATE AND
HCI SAMPLING TRAIN
                                        _ -> o

-------
NOZZLE. PROBE.
FRONT-HALF
FILTER HOLDER
WASH A.ND
BRUSH WITH
NANOGRADE
ACETONE
SEAL WASHINGS
IN LABELLED
BOROSILICATE
BOTTLE. MARK
LIQUID LEVEL.
COMPLETE CUSTODY
FORM SECURE
SAMPLE FOR
SHIPMENT
FILTER AND
FILTER HOLDER
SEAL FILTER IN
LABELLED PETRl
DISH, COMPLETE
CUSTODY FORM.
SECURE SAMPLE
FOR SHIPMENT
IMPINGERS NO 1.
NO 2 NO 3
AND CONNECTORS
MEASURE VOLUME
AND RECORD FOR
MOISTURE
DETERMINATION
                     TRANSFER SOLUTION
                     TO LABELLED
                     POLYETHYLENE BOTTLE
                     WASH WITH
                     0 1 N NaOH
SILICA GEL
WEIGH RECORD
INDICATE
REGENERATION
REQUIRED
                                       TRANSFER WASHINGS
                                       TO LABELLED
                                       POLYETHYLENE BOTTLE
                                       MARK LIQUID LEVEL
                                       COMPLETE CUSTODY
                                       FORM SECURE
                                       SAMPLE FOR
                                       SHIPMENT
         FIGURE C-19
      SAMPLE RECOVERY PROCEDURES
      FOR PARTICULATE AND HCI
                                 C-29

-------
CONNECT PROBE TO 	»•  ASSEMBLE SAMPLING TRAIN
CONDENSATE TRAP                  COMPONENTS AT SAMPLING SITE
                                     Y
                                 LEAK CHECK TRAIN
                                     I
                                 EVACUATE TEDLAR BAG
                                 AND CLOSE VALVE
                                 CONNECT OUTLET OF CONDE*NSATE
                                 TRAP TO INLET OF PUMP
                                 CONNECT PUMP TO ROTAMETER
                                 POSITION PROBE AT TRAVERSE
                                 POINT IN STACK
                                 TURN ON PUMP AND PURGE
                                 TRAIN FOR 5 MINUTES
                                 CONNECT ROTAMETER TO TEDLAR
                                 BAG WITH TYGON TUBING
                                 OPEN VALVE
                                 SAMPLE AT CONSTANT RATE (=0.2 LPM)
                                 FOR DURATION OF TRAVERSE
                                     Y
                                 SHUT-OFF PUMP
                                 REMOVE PROBE FROM STACK
                                 CAP PROBE
                                     Y
                                 SAMPLE OTHER 3 PORTS
                                 IN LIKE MANNER
                                     Y
                                 CLOSE VALVE ON BAG
                                 AT END OF TEST
                                 ANALYZE CONTENTS USING
                                 LEAK-FREE ORSAT
     FIGURE C-20  SAMPLING PROCEDURES FOR CO,, O2, AND CO
                              C-30

-------
                           APPENDIX D

                       FEDERAL REGULATIONS

             A.   Asbestos

                 -  Chapter  27
                    Occupational  Safety  and  Health
                    Administration (OSHA)  29 CFR 1910.1001

                    Chapter  1
                    Environmental Protection Agency (EPA)
                    40  CFR Part 61,  Subpart  B

             B.   Hazardous Waste

                 -  Part  260
                    Hazardous  Waste  Management
                    System:  General
                    40  CFR 260

                 -  Part  261
                    Identification and Listing
                    of  Hazardous  Waste
                    40  CFR 261

                 -  Part  234
                    Subpart 0
                    Incinerators
                    40  CFR 264.340 - 264.347
6060A

-------
                                      A.  ASBESTOS



                                       CHAPTER 27



|                                    OSHA REGULATIONS




'  '   -                               29 CFR 1910.1001
I   1
           6060A

-------
 Chapter XVII—Occupational Safety and Health Administration     § 1910.1001
 •now atrnom eoixMd B» tan-Md ttcrmct
  'Tn* p»c»maoi el o>iia»o« Mc« •> •<•
                     n*r« M*n ina«i » M «p
      i umc«n»»«e»» and «ve*ni quara Mr na •pptcakon
 of •<• MM m to b» daiarmnad Irom to McMn patang •
 HV-WMctor win ft* le*e»«g OMrKMnMct
  •Contamg -
mnad with • MAE. tw *gw» corrnpanang lo mai o) 24
Mg/M • In the table lor coal dust It 4.5 Mf/M '
(Secretary of Labor'* Order No. 8-76  Kl
CFR Part 25059); 29 CFR Put 1911)
[39 PR 23502. June 2*7. 1974. Redesignated
and amended at 40 FR 23073. May 28. 1975;
42 FR 22525. May 3. 1977; 43 FR 2600. Jan.
17. 1978; 43 FR  5963.  Feb. 10. 1978; 43  FR
13563. Mar. 31.  1978; 43 FR 19624. May 5.
1978: 43 FR 27394. June 23. 1978: 43  FR
45809. Oct. 3. 1978: 43 FR  53007. Nov  14.
1978: 43 FR 57602, Dec. 8. 1978)

11910.1001  AabctUM.
  (a) Definitions. For the purpose of
this section.  (1)  "Asbestos" includes
chrysotlle. amoslte.  crocidolite. tremo-
lite. anthophyllite. and sctinolite.
  (2) "Asbestos fibers" means asbestos
fibers longer than 5  micrometers.
  (b) Permitrible exposure to airborne
concentrations of atbestot fiben—(1)
Standard effective July 7, 1372. The 8-
hour time-weighted  average airborne
concentrations of asbestos  fibers  to
which any employee may be exposed
shall not  exceed five  fibers,  longer
than 5  micrometers, per cubic  centi-
meter  of air.  as determined  by  the
method prescribed in paragraph (e) of
this section.
  (2) Standard 
 of this  section.
  (ii> Local exhaust ventilation,  (a)
 Local exhaust ventilation and dust col-
 lection  systems shall be designed, con-
 structed, installed, and maintained in
 accordance with the American  Nation-
 al Standard Fundamentals  Governing
 the Design and Operation of Local Ex
 haust Systems. ANSI Z9.2-1971. which
 is incorporated by reference herein.
  (6) See { 1910.6 concerning the avail
 ability  of  ANSI  Z9.2-1971. and the
 maintenance of a  historic file  in  con-
 nection therewith. The address of the
 American  National  Standards Insti-
 tute is given in i 1910.100.
  (iii) Particular tools. All hand-oper-
 ated and  power operated  tools which
 may produce or release asbestos fibers
 in excess  of the exposure limits  pre
 scribed  in paragraph (b)  of this sec
 tion. such  as, but  not limited to. sau.s
scorers, abrasive   wheels,  and  drills.
shall be provided  with local exhaust
 ventilation systems in accordance with
subdivision (ii) of this subparagraph.
  (2) Wor* proctteei—(i) Wet methods.
 Insofar  as practicable,  asbestos  shall
 be  handled, mixed, applied,  removed.
cut. scored, or otherwise worked  in a
wet state  sufficient  to  prevent  the
emission of airborne fibers in excess of
the exposure limits prescribed in para-
graph  (b)  of  this  section,  unless the
usefulness of the product would be di-
minished thereby.
  (ii) Particular product*  and opcr
ations.  No asbestos cement,  mortar.
coating, grout, plaster, or similar  ma-
terial containing asbestos shall  be re
moved  from bags,  cartons, or other
                                    b37
                                D-I

-------
 § 1910.1001
                      Title 29—labor
container! In which they are shipped.
without being either wetted, or  en-
closed,  or  ventilated so  as  to prevent
effectively the release of airborne as-
bestos  fibers In  excess  of  the limits
prescribed In paracraph (b)  of this sec-
tion.
  (Hi) Spraying, demolition, or remov-
al Employees encaged in the spraying
of asbestos, the removal, or  demolition
of pipes, structures, or equipment cov-
ered or insulated with asbestos, and in
the removal or demolition of asbestos
insulation  or coverings  shall be  pro-
vided with respiratory equipment  in
accordance with  paragraph (d)(2)(iii)
of this  section and with special cloth-
ing  in   accordance  with  paragraph
 of this  section, when the ceiling or
the 8-hour time-weighted average air-
borne concentrations of asbestos fibers
are reasonably  expected to exceed 100
times those limits.
  (iv)  Establishment  of  a  respirator
program, (a) The employer shall, es-
tablish a respirator program in accord-
ance  with  the requirements  of  the
American  National  Standards  Prac-
tices for  Respiratory Protection. ANSI
Z88.2-1969. which is  Incorporated by
reference herein.
  (6) See i 1910.6 concerning the avail-
ability of  ANSI Z88.2-1969  and  the
maintenance of a  historic file in  con-
nection therewith. The address of the
American  National  Standards  In.su
lute is given in  5 1910.100.
  (c) No  employee shall be aligned to
tasks requiring the use of respirators
if. based upon  his most recent exami-
nation, an  examining physician deter-
mines that  the  employee  will  be
                                   638
                                D-2

-------
       to I unction normally wrari"r a
  -i.irator. or that the »af"iv or he*.  :o  transfer to a different position
>.  \f duties  he  is able to perform
v •» the same employer, in the game
tfixraphical area and with the same',
-er oritj.  status, and rate of pay he
had juai prior to such transfer, if such
a aifferer" position is available
  >3) Special clothing: The employer
shall provide, and require, the use of.
^pecial clothing, such  as coveralls or
'im.isr whole body clothing, head cov-
Tin<». gloves, and foot  coverings for
^nv employee exposed to airborne con-
  e-rations  of asbestos  fibers,  which
,\-<-pd the ceiling level  prescribed in
         i  of (his section.
••i n
      i
              room.s -n  Ai  any fixed
         employment exposed to  air-
         . '-r.irations of asbestos fiber*
        -  u(  ihr exposure limits pre-
        in  p:irauraph ibi of this sec
•   n    -in-   ernplover  shall  provide
•   .HUM* rooms (or cmplov Laundering  of
sxbrttos  contaminated clothing shall
br done so as to prevent the release of
air borne asbestos fibers  In excess of
the exposure limiU prescribed in para
graph  of this section.
  di(4XlilMa) of this section
to --ffectixely prevent the  release  of
. roorni- asbestos  fibers  in excess  of
 MI- exposure llmlu prescribed in para-
graph (b) of this section
  iri  Contaminated clothing shall  br
trsrwportcd  In  sealrc   impi-rmrabl.'
bags, or  other cloBfd   imprrmrabi'-
containers, and  labelrd  :n nrrordanrr
*ith paragraph  gt of HMS •>•< HUM
  i«"  Method of iticasrn»nr>il.  AM ft-
term nations of  airbiirn«- ''ondniri
lions of i»b»'Mos f.fti-'s -'-n:! bi- ni.nn-
                                          hv «hr  nn-mbrane  :•.
                                          i"0-4.so  •  'maenifir.
                                          • * - •.•j;pcti\i-1 with ^ .
                                          •^ nation
                                            if) Monitoring- • 1
                                          nattOHt  Wntnn o rn.
                                          cation of tins xrriiiM
                                          st;»Ji cause < UT\  pia. •
                                          where asbntos fibrr-
                                          hi- monitored m surh
                                            •mine  whethrr  r-. •
                                            •Hi' to  .i>bi'sto^ •
                                                Drcsrnh- >1  .1  .
porosity  mount I'd  In  an  open f»rr°
filirr holdrr  Snmpli-5 shall br lakni
for ih>-  di-ternunation  of the 8 I'tmr
time-»i iKhtPd  axerage  airbornt-' mn
rentratlons  and of the ceilinK lOnrrn  .
iratioas of asbestos fibers.
  >ni  Sampling  freqnenry and pat
irrns After the initial de>.ermma(iuns
required b\  paraemph ifxti of thi*
xertton. samples  shall br of such frr-
qurncy  and pattern as to represent .
with reasonable accurncy the level* of.
exposure  of  employees.  In no ease!
shall the sampling be done at intent It}
greater  than 0 months for employe** j
whoae exposure to asbestos may rra- '
sonsbly  be  foreseen  to exceed  th» j
limits prescribed by paragraph   of.'
this sect Ion.                          ,
  <3)  fnrtronmenta/ moni/onnc  u),
Samples shall be collected from areas'
of a work environment which are rep-'
menutlve of tde airborne  concentra-
tions  of asbestos  fibers which may
reach the breathing zone of employ-'
ees. Samples  shall be collected  on  a .
membrane filter of 0.8 micrometer po-
rosity mounted in  an open-face filter
holder. Samples shall be taken for the
determination  of  the  t-hour  time
weighted average airborne concentra-
tions and of the ceiling eonremration*
of asbestos fibers
  
-------
 § 1910.1001

 quency  and pattern  as  to represent
 with reasonable accuracy the levels of
 exposure of the employees. In no case
 shall sampling be at intervals greater
 than 6  months for employees whose
 exposures to asbestos may reasonably
 be foreseen to exceed the exposure
 limits prescribed In paragraph (b) of
 this section.
  (4) Employee observation of moni-
 toring.  Affected employees,  or their
 representatives, shall  be given a rea-
 sonable  opportunity  to  observe any
 monitoring required by this paragraph
 and shall have access to  the records
 thereof.
  
                       Bloc*
                      ».  S«n»S*n) Gome
                       or Block
                      v.  Gome
                      v.  Gome

Do No) R«« Unm*    '/.  Gome
  Vow Wort M«quvm n
•ruiftng AIMIIO* Outi *•» 8*   n pan Gom«
  Huvdous TO Vow Hi»«n

Spacing between lines shall be at least
equal to  the  height  of  the upper of
any two lines.
  (2) Caution labels—(it Labeling. Cau-
tion  labels shall  be affixed to all raw
materials,  mixtures,  scrap,   waste.
debris, and other products containing
                       Till* 29—Labor

 asbestos fibers, or to their containers.
 except that no label is required where
 asbestos fibers have been modified by
 a bonding agrnt.  coating, binder, or
 other material so that  during any rea-
 sonably   foreseeable   use.   handling.
 storage,  disposal, processing, or trans-
 portation, no  airborne concentrations
 of asbestos fibers in excess of the ex-
 posure limits prescribed  in paragraph
 (b) of this section will be  released.
  (11) Label specifications. The caution
 labels required by paragraph (g)(2)(i)
 of this section shall be printed  in let-
 ters of sufficient size and contrast as
 to be readily visible and legible  The
 label shall state:

               CAUTION

        Contains  Asbestos Fiber;,

          Avoid Creating Dust

 BrMlhinK Asbi-stos Dust May Causr S'TIOH-.
             Bodily Harm
  
-------
  Chapter XVII—Occupational Sof.ty and Health Administration    § 1910.1001
 ees. designated  representatives,  and
 the Assistant Secretary in accordance
 with 29  CFR 1910.20 (a)-(e) and (g>-
 (I).
   (3) Employee  notification. Any em-
 ployee found  to have been exposed at
 any time to airborne concentrations of
 asbestos  fibers in excess of the limits
 prescribed in paragraph (b) of this sec-
 tion shall be notified in writing of the
 exposure as soon as  practicable but
 not later than 5 days of the finding.
 The employee shall also be  timely no-
 tified of  the  corrective action being
 taken.
   (j) Medical  examinations—(1)  Gen-
 eral The employer shall  provide or
 make available at his cost, medical ex-
 aminations relative to exposure to as-
 bestos required by this paragraph.
   (2)  PreplacemenL   The  employer
 shall  provide or  make  available  to
 each of his employees, within 30 calen-
 dar days  following his first employ-
 ment in an occupation exposed to air-
 borne  concentrations  of   asbestos
 fibers, a comprehensive medical exam-
 ination, which shall include, as a mini-
 mum, a chest  roentgenogram (posteri-
 or-anterior 14  x 17 inches), a history
 to elicit  symptomatology of respira-
 tory disease, and pulmonary function
 tests to  Include  forced vital capacity
 (FVC) and forced expiratory  volume
 at 1 second (PEV,..).
   (3) Annual  examinations.  On or
 before January 31. 1973. and at least
 annually  thereafter,  every  employer
 shall provide, or make available, com-
 prehensive  medical examinations to
 each of his employees engaged In occu-
 pations exposed to airborne concentra-
 tions of asbestos  fibers. Such annual
 examination shall  include, as a mini-
 mum, a chest roentgenogram (posteri-
 or-anterior 14  x  17 inches),  a history
 to elicit  symptomatology  of respira-
 tory disease, and pulmonary function
 tests to include  forced vital capacity
 (FVC)  and  forced  expiratory volume
 at 1 second (PEV,..).
  (4) Termination of employment.  The
 employer  shall provide, or make avail-
 able, within 30 calendar days before or
 after the  termination  of employment
 of any employee engaged in an occu-
 pation exposed to airborne concentra-
 tions of asbestos  fibers, a comprehen-
sive  medical  examination which shall
 include, as a minimum, a chest roent-
 genogram (posterior-anterior 14 *  17
 inches), a history to elicit symptoma-
 tology of respiratory disease, and put-
. monary  function  tests  to  include
 forced vital capacity (FVC) and forced
 expiratory   volume   at   1  second
 (PEV,..).
   (5) Recent examinations. No medical
 examination  is required  of  any em-
 ployee, if adequate  records show that
 the employee has been examined  in
 accordance with this paragraph within
 the past 1-year period.
   (6)  Medical   records—XI)  Mainte-
 nance. Employers of employees exam-
 ined  pursuant to this  paragraph shall
 cause to be  maintained complete and
 accurate records of all such medical
 examinations.  Records shall be  re-
 tained by  employers  for  at least  20
 years.
   (ii) Access.  Records  of the medical
 examinations required  by this  para-
 graph shall be provided upon request
 to employees, designated  representa-
 tives,  and  the Assistant Secretary  in
 accordance with 29  CFR  1910.20 -
 (e) and (g)-(i). These records shall also
 be provided  upon the  request to the
 Director of  NIOSH.  Any  physician
 who  conducts a medical examination
 required by this paragraph shall fur-
 nish to the employer of the examined
employee all  the  information specifi-
cally  required by this  paragraph, and
any other medical information related
to occupational exposure  to  asbestos
fibers.
(Sees.  6(t». >(c> and 8 (84 SUt. 1593. 1599.
 1600. 29 U.S.C. 655. 657).  the Secretary  of
Labors Order  8-76 (41 PR 25059) and  29
CFR Part 1911. Ch. XVII of Title 29)
(39 PR 23502. June 27. 1974. Redesignated
at  40 PR 27073. May 28. 1975. and amended
at  41 PR 11505. Mar. 19. 1976. 45 PR 35281.
May 23. 1980)
 Errtcrivt  D*Tt  NOTE: At 45  PR 35281.
May 23. 1980. paragraphs  and (jx6>(n'
of  I 1910.1001 were revised. effective August
21. 1980 Per the  convenience of the user
the superseded text appear* belou
 (2) tmvlovrr OCCMJ Every employer and
former  employee shall  have  reasonable
                                 D-5

-------
 § 1910.1002
                      Title tt—labor
 access to any record required to be main-
 tained by paragraph (ltd) of this section.
 which indicates the employee's  own expo-
 sure to asbestos fibers.
  <6>  * * *
  (II) Xccest. The content* of the records or
 the medical examinations required by this
 paragraph shall be made available, for in-
 spection and copying, to the Assistant Sec-
 retary of Labor (or Occupational Safety and
 Health,  the Director of NIOSH.  to author-
 ized physicians and medical consultants of
 either of them. and. upon the request of an
 employee or former employee,  to his physi-
 cian. Any physician who conducts a medical
 examination required  by  this  paragraph
 shall furnish to the employer of  the exam
 mrd employee  all  the information specifi-
 cally required by this paragraph, and any
 other medical information  related to occu
 panonal exposure to asbestos fibers.
 § 1910.1002  Coal tar pitch volatile*: inter-
    pretation of term.
  As  used  in 11910.1000 (Table  Z-l).
 coal  tar pitch  volatiles include  the
 fused  polycyclic hydrocarbons which
 volatilize from the distillation residues
 of coal, petroleum, wood, and other or-
 ganic matter.

 (Sec. Kg). 84 Stat. 1«OO. 29 U.S.C. 657)
 (39 PR 23502. June 27.  1974. Redesignated
 and amended at 40 PR 23073. May 28. 1975}

 S 1910.1003  4-Nitrobiphenyl.
  (a)  Scope and application, d) This
 section applies to any area in which 4-
 Nitrpbiphenyl.  Chemical   Abstracts
 Service Registry  Number  92933  is
 manufactured, processed, repackaged.
 released, handled, or  stored, but shall
 not apply to trans-shipment in sealed
 containers, except for the labeling re-
 quirements  under paragraphs  
-------
                          A.  ASBESTOS



                            CHAPTER 1




                         EPA REGULATIONS




                    40 CFR Part  61, Subpart B
6060A

-------
 Chapter I—Environmental Protection Agency
                                App. D
FEDERAL AIR REGULATIONS

ASBESTOS.
Adopted  by Allegheny  County
in Section 515  of  Article XX,
effective  January  1,  1981.
                                                     i and abbrtri lations
                                                Address
PAST    61—NATIONAL    EMISSION
  STANDARDS FOR HAZARDOUS AIR
  POUUTANTS

       Subparl A—G*n*r«l »<»«i-.ion»

Src.
Cl 01  Applicability.
61 Ul  Definition*.
bl 03
M 01

Cl Oh  D' termination
   modification
HI 07  Application fur upproial of ron
   don or modification
'•I nil  Apt"oval bv Artrrv.imtrator.
ul U'.'  Niiiificaiion 01 .startup
Ct 10  Sourrr rrporluiK and univi-r
6! 11  \v.in IT of compii.'iniT
"1 12  t'.miiMon trsis and mnniiorinu-
f>I ill  VVjiivcr of orni-iMnii ifsts
61 M  Sourer trst and analjtical rnc'hO'Js
61 Ib  Availability of information
Cl 1C  Stair authority
ill 17  C'irtiinivriitioii

  Subparl t—Nalicnal Imiitien Slcndard <»'
                Atb»il*t
                                                               o(  ron«miclil".".'
bl -'J
il IN
                                                Apphrabilitv
                                                Definitions
                                                I'mi Man hinnd.i
                                                Air-rli-anmi!
                                                nrportmit
                                                Waslr disposal
                                            Subpon C— N«li«n»l Emitticn Slondard tor
                                                          ••ryllium

                                          61 HO  AppliclbllH)
                                          Cl 31  Urfini'mns
                                          61. J.  > mivsiiin stxndArd
                                          <>l r.'J  .Stnt-k snniiitiiiR
                                          Cl .M  Air sainoliun

                                            Subport 0— N«li«n«l lmi>ti*n Slcndard t«>
                                                  ••rylliwm l«ck«< M»l«i Firing

                                          Gl -10  Aplilirabihtv
                                          61,41  Drditilums.
                                          Cl U  EinisMOii standard.
                                          61 4:i  Lnu%sion  tr.
-------
{61.17
   Title 40—Protection of Environment
  (2) Requiring the owner or operator
of a stationary  source, other than  a
stationary  source  owned or  operated
by the  United States, to obtain per-
mits, licenses, or approvals prior to Ini-
tiating construction,  modification, or
operation of such source.
 "Asbestos tailings" means any
solid waste product of asbestos mining
or milling operations which contains
asbestos.
  (e) "Outside air" means the air out-
sirte butldinc*  and structure*.
    "Commercial  asbestos"  means
 any variety  of  asbestos  which is pro*
 ducecl by extracting asbestos from as-
 bestos ore.
  (I) "Manufacturing" means the com-
 bining  of  commercial  asbestos, or in
 the case of  woven  friction products
 the combining of textiles containing
 commercial  asbestos, with  any other
 matenaUs).  Including  commercial as-
 bestos, and the processing of this com-
 bination into a product as specified in
 i 01.22(0.
  (j> "Demolition" means the wrecking
 or taking  out of any  load-supporting
 structural member and any related re-
 moving or stripping of friable  asbestos
 materials.
  
-------
Chapter I—Environmental Protection Agency
                              §61.72
  («>) "Kincrtfiicy rrnoviillun" inc-in-. :\
renovation operation that results from
a iudUcu, unexpected evt- nt. and is not
a planned renovation.  Operation!, in-
ccsMtali'd  by non-routine failures of
equipment. are included.
  (pi " Adequately wetted" mr:ins suf-
ficiently mixed or coated with water
or an aqueous solution to  prevent dust
emissions.
  (q)  "Removing"  means  talcing out
fnablr asbestos materials used  on any
pipe. duet, boiler,  tank,  reactor, tur-
bine.  furnace, or  structural member
from any building,  structure, facility.
or installation.
  v>
Sioiis of  tins subpart.  Uicluilim.  :i.->b<-*
II».N mill  IniluiKs. ronlml  ilrviir  astvs-
los waste, friable asbciloi wasti- m.iU-
rial, and bags or containers that prrvi-
un.sly i uiil-.unril coniiui'ii i.il .i.hrtlu
   (X) "Sti netiii.'il nii-fiilii i  mi .iir. .m\
 load-siippuriint;   ntenii.ni.  -m-ii  .< ,
 IMMIIIS  ninl  ln:iit Slltipoi Imr xvMI".;  OT
any    Dim lu.id Minim Inn:   ni'-inli< i.
such as ccilmc* and non-loaU-support-
 Inn wall:,.
"iiii ,'J  t-.iiiis»i>n slniirf.ini
  (n) Ashcslos nulli There sli.vll IK- no
visililc i-nii.iSioris to  thf  otitMrtc  air
from  any asbestos mill  except a.->  pro
\uli-il in  p^rngrnpli :;  with  asbestos  tailinrs or
with jL5l>eslos contanun? w;isli- tlirvi ib
Rcm-nxi nd by  any  source subject to
paragraphs (c). (d>. 'e> or ih) of  tln.>
section is prohibited, except  for  tern
puriirj roiidvkay.i on an area of .asbes-
tos ore deposits. The deposition of as-
be.stus tailings- or asbesto^-coiuaming
waste  on roadways covered with snow
or ice is considered "surfacing."
  (c) Manufacturing: There shall be no
visible omissions to  the  outside  nir.
except as provided in paragraph  01
this section, from any of the lollo^m?
operations  if they use commercial as-
bc.sto:-. 01 from any binlriiriK  «r itruc-
turc in winch such operations arc con-
ducted.
  (1)  The manufacture of cloth, cord.
wicku:.   tubing,   tape.   twmr.  rone.
thread, yarn, roving,  lap, or oth^r lex
tile materials
  <2>   The   manufacture  of  cement
products.
  (3) The manufacture of fireproofinc
and Itisulatmc materials.
  <4)   Thp   manufacture  of  friction
products.
  (5)  The manufacture of pipT.  mill-
board. and  felt.
  (C) The niHiiufJvcUirr of floor tile
  <7)  The manufacture of yaiiu.-..  i-o.-xi
inns, caulks, adhrsives. sealants.
  (fl)  The manufacture of plastics and
rubber materials.
  (9> The manufacture of chlorin».
  <\o> Tl»c manufacture of  shoitvm
.Sill I1 .
  (ID  Tin1  maiHifaciuu-  ol :b>i>li.ill
CCIII Ji-l"
  (di  Demolition and ri-iiui.iium  '1 In-
riM|inrfmctits of this paracraprt
 138 KR «8^G. A|ir  6. 1971. an itmi-ii,l>Ml :U il'.i
 FR 1&398. May 3. J914. «0 Kit «2v'i Oci M.
 1075. 42 FH 11127.  Mnr  S.  1017.  «J  FH
        iinr 1!>. IM7HJ
 nin<)>  l»  MIIV iivvnri  i/n nl ;i
 lit lnitl»l M ill  IK  I t-ltov Hi MIT v  ti|ti-: ,'iitii
 who inien  in i  '»
 (ii'ii.il. i-i>niiin-ici:il. nr inrtu firil I 'in.1
 Itii:  (incluuini;  aputlnu-nl   bnnil.m .
 hnvinr. morn than four rt-.vcllinK units!.
 M ritil iirc. facility. inMallaiiiin. or p<»
 li< MI I (ii-rrof.  whii-li Ciini.ui'. anv i>n»'.
 duct, boiler, tank., reactt/i. i,,iLiinc. fui
 ii;icc. i»r structural mrmbi-r ih.il i.< co*
                                      519
                                  D-9

-------
$61.22
  Tit)* 40—Pro»»eti«n of Environment
ercd or coated  with friable asbestos
material, except as provided in para-
graph id)U> of this section; or who in-
tends to  renovate any  Institutional.
commercial,  or  industrial  building.
structure, facility, installation,  or por-
tion thereof  where more  than  80
meters (ca. 200 feet) of pip« covered or
coated with friable  asbestos material
arc stripped or removed, or more than
IS square meters (ca. ICO square feel)
of friable  asbestos  material used to
cover or coat any duct, boiler, tank, re-
actor, turbine, furnace,  or structural
member are stripped or removed.
   The owner  or  operator of a
demolition operation Is exempted from
the  requirements of this paracraph:
Provided, (A) the amount of friable as-
bestos material in the building or por-
tion thereof to  be demolished  is less
than 80 meters  (ca. 260 feet) used to
insulate pipe*, and less than 15 square
meters (ca. 1GO square feet) used to in-
sulate  or fireproof  any  duct,  boiler,
Unk,  reactor,  turbine,  furnace,  or
structural member, and (B) the notifi-
cation  requirements  of paragraph
(d)UKii) are met.
  (li) Written  notification  shall  be
postmarked or delivered to the  Admin-
istrator at least 20 days prior to com-
mencement of demolition and shall in-
clude  the  information  required  by
paragraph (dX2> of this  section, with
the exception of  the information re-
quired by paragraphs (dX2Xili).  .
(vii). (viii). and fix), and shall state the
measured or estimated amount of fri-
able asbestos  materials which  to pres-
ent. Techniques of estimation shall be
explained.
   (2) Written  notice of intention to de-
molish or renovate shall be provided
to the Administ rator by  the owner or
operator  of the demolition or  renova-
tion o|is  prior  to coin-
mer.ii mi-Hi uf ileiiiolili'in. 01 u.1. i :irly
as pi'ssiUIr prior to commencement of
riwrM'ncy demolition subject  to par:i-
traph (d)(C)  of this section,  and as
rnil\ ,i»  possible prior  to commence
mem of renovation. Such notice
iii-linli- the fnlioxiniK information:
   (i) Name of  aw.ner or operator.
   'in Address of owner or operator.
  (iii)  Description of  the  building.
structure, facility, or installition to be
demolished or  renovated.  Including
the  ii/e,  a IT*,  and prior  use  of the
structure,   and  the   approximate
amount of fnui.ic asbestos  materials
present.
  (iv) Address or (oration of the build-
ing, structure, faeility. or installation.
  (v)  SrhedtihM starting and comple-
tion dales of demolition or renovation.
  (vi) Nature of planned demolition or
renovation  and me'.hod(s) to  be em-
ployed.
  (vii) Procedures to be employed to
meet the  requirements of this para-
graph and  paragraph (J>  of this sec-
tion.
  (viii) The name and address or loca-
tion of the waste disposal site where
the  friable asbestos waste will be de-
posited.
  (ix> Niiine. title, and authority of the
Stale  or  local  governmental  repre-
sentative wiio has ordered  a  demoli-
tion  which  is  subject  to paragraph
(d)(G) of this section.
  <3Mi> For purposes of  determining
whether a planned  renovating oper-
ation constitute* a renovation within
the  meaning of  this paragraph, the
Amount of friable asbestos material to
be removed or stripped shall be:
  (A)  For  planned  renovating oper-
ation*  involving  individually   non-
Rchcdulcd  oprrutions.  the  additive
amount  of  friable  asbestos material
that can be predicted will be removed
or stripped at a source over the maxi-
mum period of time for which  a pre-
diction ean b» made. The period shall
be  not  less  lh;in 30  tluy*  and  not.
longer than one year.
  (U) l-'or  e:ieh planned renovalinr op-
eratkn  not  covered  by paragraph
(thOXiKA), the total  amount of fri-
!xiil«- a'.hrsio-. mnterml that ran be pre-
ih« 11*11 \\\\\ In* i t-iiHivr«l 01 : 1 lipped rtf ;t
MMII re.
  (u)  I'nc ('in IKIM-.  nf  ill-' i-i nniiiMi*
 whethei :m I'nii'rijriicy reiiov:il mi1, op
 nation eoii.slitiiles a renovulioii within
 the  mi-Aiiini;  of  HIM  par:t:;i:tph. the
 amount of Itiahle nsoe.slos mntcnal  to
 be removed or stripped .shall he the
 tnt.nl amount of friable asbestos mate-
 rial that will be icmmetl tn '.liipiicil  :i ,
 a  result  of  the sudden,  unexpected

-------
Chapter I—Environmental Protection Agency
                              §61.22
event  that necessitated the  rrnov.v
tiun.
  (4)  The  following  procedures shall
be usfj lo prevent emissions of pnrtic-
ulatc asbestos material to outside air:
  (i) Friable asbestos materials,  used
on any pipe. duct, boiler, tank, reactor.
turbine,    furnace.   or   structural
member, shall be  removed  fiom any
buildinx. structure, facility or installa-
tion subject to this  paragraph. 'Such
removal shall occur before wrecking or
dismantling of any  portion of such
building, structure, facility, or installa-
tion that would  break up the  friable
asbestos materials and  before  wreck-
ing or dismantling of any oilier  por-
tion of such building, structure, facili-
ty, or installation that would preclude
access to  sucli  materials for  subse-
quent removal. Removal of friable as-
bestos materials  used  on  any pipe.
duct,  or structural member which arc
enc:ised in  conerete  or oilier .similar
structural  material  Is  not  required
prior  to demolition, but such maienal
shall  be adequately  wetted  whenever
exposed during demolition.
  (ii)  Friable  asbestos materials used
on  pipes, ducts, boilers, tanks, reac-
tors, turbines,  furnaces, or structural
members  shall be adequately  wetted
during stripping, except as provided in
paragraphs  (d)(4)(lv>.     or
(d)(4Kvu)of this section.
  (lii) Pipes, ducts, boilers, tanks, reac-
tors, turbines,  furnaces, or structural
members  that are covered or  coated
with friable asbestos  materials mny be
taken out  of  any building, structure.
facility, or installation subject to this
pnrarraph as  units or In sections pro-
vided the friable asbestos, materials ex-
po.-.ert (Innnc euttinp  or ms joint ing are
adri|ii:ilrly  wetted duilur  the cultiiii:
or  disjointing  operation.  Such units
shall not be dropped  or thrown to Hie
ground, but shall  b»>  r.-.n-fully lowered
to ground level.
  dv) Th» stripping of friable a:.bi-.sl os
m.iliinls  ir.ed  oil  am  I'll"',  ihnl.
boiler, tank, reactor,  turbine, furnace,
or structural  member that  has been
removed as :i (mil  or in .sceliimx a.s pro-
vided in paragraph  (d>(4Kiii) of  tins
section shall be performed in accord-
ani-c with  paraci.iph  (ri>(4)(n> of Hus
section  Rattier than comply  with (lie
vvcttmu requirement, a local exhaust
ventit.itton and rollf-eiion svMem
be  tiv d to prevent  emissions  to  the
outbid1.* nir. Such loral "vh.i.r.t vers'.ilx
lion s> stems shall be designed and r,y-
       to Capture the as-br-'.o.s pnrtiru-
     mntter produced by i.ht- stripping
of  friable  asbestos  material.  There
shall be no visible emissions  lo  the
outside air from such  local exhaust
ventilation   and  collection  systems
oxr< of as provided in paragraph '') of
t)n> section.
  (v> All  frible  axheMos  matt-rials
thnt  have been removed or stripped
shall be adi-iiuatcly  wottert  ro figure
tti;xi such materials remain wet during
all  remaininx stages of demolition or
• enovation and i elated h,i:ulhng optr
ations  Such  materials  shall not  be
droppr-fl or thrown to the ground or a
lower floor. Such maicriaU  tlint have
been removed  or stripped more than
50  feet  above pround  le-.el.  except
Ilio-.e materials rctmivei! a.s units or in
sci lions. Mi:ill  be  trunsporti-d  lu  the
(tround via (iust-tight  rhu'.cs or con-
tainers,
  (vii Except as specified bslow.  the
wet! me  requirements  of  this  para-
Rrnph arc suspended whc-n  the tern-
ptraiuie at  the point  of wetting  is
below O'C i32*F). When  friable asb»-»-
lus ni;iten;il.>  are  not  wt'ted d.ic to
frce/.mc temperature'!, such mrU'-mis
on  pipc.s, ducts, boilers,  tanks, rear-
tors, turbine,,  furnaces,  or  structural
members  shall,  to  the  maxmun
extent possible, be removed as un>:s or
III seelifitiv  pfKir lo tt'ITi!-:ir>r  I":  lift
case shall  the  reiiuirrmctiU of ;ifu t
graph?  td)<4)(iv) or  (d)(4rv) be sus-
pi-miiTi due to freezinc leniprratu-ps
  l  ,u|lpl\ 'if -I I. ; ',..',>
inloi in Uioii. Hie  Ailiuiriiilr.itui  \\n,
rti-lermne  whether d.iniazt-  lo »«uiy
tueiil n snltiti;: from wet liru to ru:npix
with  the pruv IMDUS o(  Ihij  paia-i.i|iii
would be unavoidable. Such lor:.! ON-
h:iii«t  ventilation systems shull t>* clc
MI:III-(| and iipenteil to cnp'.ure ti.e TX
bcstob pnrtrulate matttr produtid tj
                                   D-I:

-------
§61.22
  Titlt 40—Protection of Environment
the stripping and removal  of  triable
xsbntos material. There  shall be  no
Tmble  emissions to  the  outside  air
from such local exhaust ventilation
and collection systems, except as pro-
tided in paragraph (f> of  this section.
  (5> Sources subject to this paragraph
are exempt  from the requirements of
It 61.05U). Cl 07. and G1.09.
  (t>) The demolition of a  building.
structure,  facility, or installation, pur-
suant to an order of an authon/.eri rep-
resentative of a Slate or local uov««rn-
mental  agency,  issued because  that
building is structurally unsound and in
danger of imminent collapse is exempt
/rom  all but the  following  require-
ments of paragraph (d) of this section:
   The  notification  requirements
specified by paragraph <2> of this
section:
  (n) The requirements on stripping of
friable asbestos materials from previ-
ously  removed  units or sections  as
specified in  paragraph   UDHXiv)  of
tins section;
  (iii)  The  wetting.  a*   specified  by
paragraph (d)(4>(v) of this section, of
triable asbestos  materials  that  have
been removed or stripped;
  (iv>  The  million  of the  strurlurr
being demolished that contains friable
jt.bc.-.Uis materials shall bo a'JiMiuuf-ly
vetted during the wrecking uucraiiou.
  (e) Spraying: There shall  be no \r,i-
Me emissions to the outside air from
lite spray-on application  of materials
containing more than 1 percent a.sbe.;-
tos. on a dry  weight basis,  used  on
equipment and machinery, except a-s
provided in paragraph n
s dry wHrht basis.
  (1) Sourcessubject to tins i>:n:>->lo.s mi ;i ill v xveii'.M. In-.i. 10 in  i-
late or fircptoof fiiuiyiucnt , i.il  mi
ehmcry shall report such intention lu
the Administrator  at lciv.it 20 days
prior  to  the commencement of  the
spraying operation. Such report ih.-ill
include the follow me information:
  (i) Name of o*nor or operator.
  (u) Addre w of owner or operator.
  (iii) Location of .sprayint; operation.
  (iv) Procedures to  be  followed  to
mret  the requirements of  this  para-
graph.
  (3) The spray-on application of ma-
terials in which the asbestos fibers are
encapsulated with a bituminous or re-
sinous  binder during spraym:  and
which an- not friable after drying is
exempted  from  the  rcquin.-me:U,  of
paraKraphs (f) and . '  wliu'lt  .n<
 friable aficr tlryine,  installed after the
 fflrclivc  dale of  these reculaiions.
 >hall cunlain  no commercial a»bc->tn:>
 The provisions  of this paragraph  do
 nut   apply  to   in.suhvtinR   materials
                                     S22
                                   D-12

-------
Chapter I—Environmental Protection Agency
                                               §61.22
which are spray applied: such materi-
als arr remilated under J G1.22(«?>.
  (j)  Waste  disposal  (or manuf.ii-tur-
Ing.   fabricating,  demolition,  renovrv
tion  and  spraying  operations:  The
owner or operator of any  source cov-
ered  under  the  provisions  of para-
graphs  (r). (d). (c). or Mi)  of this-$• c
lion .shall mcrt llic  following .stand-
ards:
  (1)  There  shall  be  no visible emis-
sions  to the outside air. except as pro-
vided in paragraph (j)(3) of tins  sec-
tion,  during  the collection; processing.
Including   incineration:   packagmu.
transporting; or deposition of any  as-
bestos-containing   waste    material
which Is generated by such  source.
  (2) All asbestos-containing wa*te ma-
terial shall be deposited at waste dis-
posal sites which  are operated  in  ac-
cordance with the provisions of I 61.US.
  (3)  Rather than meet the  require-
ment of paragraph (JK1> of tins  sec-
tion,  an owner or operator may elect
to use either of the disposal methods
specified under  (i) and (ii) of this
section, or   an  alternative  disposal
method which  has received prior  ap-
proval by the Administrator:
  (I) Treatment of asbestos-containing
waste material with water:
  (A) Control  device  asbestos  waste
shall  be thorouchly mixed with water
Into a  slurry and other asbestos-con-
taining waste material shall  be ade-
quately wetted. There nhall be no \ isi-
hlc omission* to the outside air from
the collection, mixing and  wettmc  op-
erations,  except as provided  in para
graph (f) of this section.
  i,
anrl surd containers sh.Mt hi- drpov.
Ill w:i:.lr (ll .|«i-.:il  Ml-". Mliirli :in
atod in Accordance v/ilh HIP I>IM,
of id.25.
  (C) Tin- containers spr<-ifi<-d  in
p.irar.i.iiili OH III of iin. ;.,;•
Shalt be labeled with
tliul states:
\vaiiiiiu: l'iin-1
                               CAUTION

                           ConUu-.i Asbrsiui

                           Avniil Ol-rnini: 01

                          rjc-i!- col-
                lection and processing of asbestos t-ori-
                taininK  waste material, except as> speci-
                fied in paragraph 
                dcniolumn  and  renovation operation*
                covered hy  paraeraph (d) of  this srr
                lion  inr.-liules only   fnabl"  a^h-sto';
                waste  ^nd  control   device  a^brsio-
  (k) Waste duposal for asbestos i.:iii:-
The o.vner or operator of any  sourr^
covrred  under thc> provisions of vr-
Kmv\\ (n) of this section .shall m< . i
the fol'.owine standard;
  (1) Theie  shall  be no  visibto '-mi*
sions "j  the  outside air. excrpt  is pro-
vided n p.iri;raph t -lu> t-oiitailii:i!!  *;••,'<  m •
• '•rir«l jh.tll tr dppo.sttcd at  uasiv  u:-
I>o,."| sites v. Inch  mr  onfrntpil  ID ar
i-ci il.tiK <• v. it h tin- pro\ iMoiii ol  > i)!.;1".
  (3) Uatliti linn mi-cl  the nr|m.
ini-ut of  pactsrnph (kHlt of 'f:i,  -.01 -
lion. :ni imiicr or opcratm  iu.t> ••!. ,  i
to ir.'-t-t  the  lollowmj!  remiirrtncnrs 1:1
l>.ir:i:-r-.f»lis 'k i('J) (i) and (n>. n-  u;>  nn
•ill " i ' . ' •• ' ill |»!O| 1111 I li'iit  vi 1 1  h  ),->,

-------
§61.27
  Till* 40—Protection of Environment
        prior approval by the Admin-
istrator
  O) There shall  be no  visible emis-
sions to the outside tur from the trans-
fer  of control device Asbestos waste to
the tailings conveyor, except as  pro-
vided  in paragraph (f) of this section.
Such   waste  shall  be  subsequently
processed either as  specified in para-
fr-iph  (k)(3)(ll)  of this section or as
specified in  paragraph (j)(3) of  this
section.
  (in All aslvslan-eoniaiiiini waste ma-
terial shall be adequately mixed, with
* tvetilng agent recommended by the
manufacturer of  the  agent  to effec-
tively wet  dust  and tailings, prior to
deposition  at a  waste disposal  site.
Such  agent  shall be  used as recom-
mended for the particular dust by the
manufacturer of  the  agent.  There
shall be no discharge of  visible emis-
sions to the outside air from the  net-
ting operation except as specified in
ParaGraph  (f) of this section. Wetting
may be suspended when  the ambient
temperature at the waste disposal site
u, less than  -9.S* C (ca. IS* P).  The
ambient air  temperature shall be de-
termined by an appropriate  measure-
ment method with an accuracy of a 1"
C (:'. 2' F)  and recorded at least at
hourly  intervals  during  the period
that  the  operation of  the wetting
system Ik sMsiHMidcd. Records of such
temperature  measurement*  sliall be
retained at the source for a minimum
of  2 years and made available (or in-
spection by the Administrator.
  (1) The owner of any inactive waste
«i.xpos*l site, which wa» operated by
sources covered under I G1.22(ai. to or
(h) and  where  asbestos-containing
waste   material   produced   by  surli
sources was deposited, shall  meet tin-
tollou-ing standards:
  (1)  There shall be  no visible emis-
sions lu tin* onlslitc air from an Inac-
tive w;Lste disposal :.itc sulijurl to tins
p:n .i|-i 'i|ili. r»M'(il .1; provided in p:u;i
gi.ipli U)(!i)ul till...sci I inn.
  (2> Waminc sums shall be  displayed
•t all entrances, and alonii the proper-
ty  line of Die silo or nlonir the prrun-
eter of the sections of the .iite where
x.-;bcMns conlaintm;  waste material was
ileposilcd,  at intervals of  100  m (r;i
JJO ft) or less,  except as specified in
paraurapli (1x4) of  this section. Sient
shall be posted in such a manner and
location Uuit a person may easily read
the  lexcnd.  The  earning  signs  re-
quired  hy  this  paragraph  shall con-
form to Uie requirements of 20" x  14"
upriiiht formal signs specified  in 29
CFR   1910 145(dM4)  and  this  para-
graph. The .si^ns shall display the  fol-
lowing  legend in the lower panel, vulh
letter sires and styles of a visibility at
least equal  to those specified in this
paragraph.
     Asscsros WASTE DISPOSAL SITE

          Do Nor CREATE DUST

 BrcMhin* Astmtoi i* HarArduu* to Your
                Health

               NoUlion

      I" S.\l» Sorif. Oolhlf or niocrk

      V," Rins Serif. Gothic or  Block

            14 Point Gothic

Spacing between lines shall be at least
equal to the height of the upper of the
two lines.
  (3) The perimeter of the .site sliall  be
fenced in a manner adequate to deter
(iccens by the uencral public, cxeeul a.«
specifier!  tn  paragraph (1X4) of this
sect nut.
  (1)  Wariiini- SIRIIS  and fi-ncine an-
not required where the requirements
of paragraphs (IMS)  (i) or  (it) of this
sect inn  we  met,  or  where a natural
barrier adequately ilctcrs access by the
general  public.   Upon request  and
supply of nui>ropr«aie information, lite
Administrator will del ermine whether
a fenee or a natural barrier adequately
deters :ui-e»i to llir neneril pttblir.
  (5)  Rather than meet the  require-
ment of paragraph (Dtl) of  this sec-
tion.  an  owner  may elect to meet thr>
li>llllirlllt.nl.  til  tin.  |>:n ;ir.r:>l>lt  cil
mrxv use an allernaiive control
1 in i mi  inn . 1 1 Mm iii.i> > K i* \\ :i
posal sites wlucli luu>  rueuci
approval by  the Admimsttalur.
  (i)  The  anbeslos-contniinns  waste
material shall be  covered uith at Irast
 15  eenlimeters tea. 6 inches! of com-
 p:ictfd  nun  .isDi-slns eoniauiuu'  matr
 rial, and a cover of vt-Rclalion bli.ill be
 grown  and  maintained  on  the area
                                 \HHH
                                   D-14

-------
Chopttr I—Invirenmtnlol Protection Agency
                              §61.24
adcmi.ite  to  prevent exposure of the
asbestos-containing waste material: or
  (ii)  The asbcstos-contamme  waste
material shall be covered with at least
6u eenttmclcrs <4>.
the requirements  of this section must
be met.
  (a)  Fabric filler  collection device*
must be used, except as noted in para-
graphs  and (c> of this section. Such
devices must be operated at .1 pressure
drop of no morr than 4  Indies water
Kni'.e.  K.S  tneiUiiireil  ncrnv.  I In-  filler
fabric. T)ie airflow permeability, as de-
termined  by ASTM  method D13T-69.
must  not exceed 30 fl'/min/fl1  for
woven  fabrics or 35 ItVtnm/H'  for
felted fabrics, except that 40 ft'/min/
ft1 for woven  and 45  ft'/min/ft' for
felted  fabrics  to  allowed for filtering
air from  asbestos  ore dryers.  Each
square  yard  of  felted  fabric  must
weigh  at least 14  ounces and be  at
least    one-sixteenth    inch   thick
throughout.  Synthetic fabrics  must
not contain fill yarn oilier  than  that
which is spun.
   If the use of fabric fitters creates
a fire or explosion haxnril. Ui" ;«imm
istrator may authorize the uso  of wet
collectors designed  to operate  with a
unit contactmR energy of  at Ir.x-.t  40
Inches water eauc pressure.
  (c) The administrator may authorize
the use of filtering equipment other
than thai described in paragraphs (ai
and (b) of this section if the owner or
operator demonstrates to the ^V..(A'.
tion of  the administrator th-il ((••• lil
trrmc of paniculate asbc->ios ma^-rial
is equivalent lo that of  the cle-;c-•>>••A brief description of each proc-
ess that cenerates asbestos-containing
waste material.
  (2) Thr average weight of asbestos
containing waste  material dispov-J o:
measured in kg/day.
  (3)  The emission  control  m»r:-,.-  '-
iiM-it in all stapes  of waste rtibftosM
  (4) 'i'lic type of  ili:,|u>\:il Mtc or 11  .:,
eration site usert  for  ultimate discr^rvl
Uu- n.-vinc of the sue operator, niul ;ni-
iiaiuc itiid  locntiou of the di-.iin«-\: .,t.-
  Ul)  l-'oi bourei-s subject to jol ^.' n
  (U A brief drsrnption of  the sin
                                    525
                                 D-15

-------
§61.25
  Till* 40—Protection of Environment
  (2) The method or methods us*U to
comply with  tftc standard, or alterna-
tive procedures to be used.
   Such information shall  accompa-
ny the information required by i 61.10.
The  information described In this sec-
tion   shall  be  reported  using  the
format of Appendix A of this  port.

(Suv  114. Clean Air  Act.  M amended (42
VSC. 7414))
[38 FH »*:«. Anr «. 1973 a* amended »t 40
Ffl 4B302. Oct. 14. 197S. 41 HI 8800. Mar. 3.
1 61.23  Waste dUpuMt «««».
  In order to be an acceptable site for
disposal  of  asbestos-containing  waste
material under  I81.22IJ) and (k>.  an
active  waste disposal site shall  meet
the requirements of this section.
  (a) There shall be no  vUible  emis-
sions to  the outside air  from any
active waste disposal site  where asbes-
tos-containing waste material has been
deposited, except as provided in  para-
graph (e) of this section.
  (b) \YarniiiR signs shall be displayed
at alt entrances, and along the proper-
ty line of the site or along the perim-
eter of the  sections of the site  where
Mbestos-conUining waate material  is
deposited, at intervals of 100 m (ca.
330  ft) or less except at specified  in
paragraph  «1> of this  section.  Slcns
shall be posted in such a manner and
location that a person may easily read
the  legend. The warning  signs  re-
quired  by  this  paragraph shall con-
form to  llic requirements of 20"  y  14"
upright  format signs specified  in  29
CFrt  1910.145<4>  and  this  pan-
graph. The slifiis shall display the fol-
lowing legend in the lower panel. »ith
JrU< r sites  and  styles of  a visibility at
least equal to those specified In this
p?ragraph.
               itcr.nn
             WAUTI DISPOSAL StTR

          Do Not Create Dust

 Brcathmc A.tht"«loj >» Huzardmu to Your
               Health

              Notation

      T Sail* Si'rif. Gothic or Block

      V, • Satis Sent. Ooi luc or Ulock

            14 Pi.tnl Gothic
Spacing between lines shall be at least
equal to the height of the upper of the
two lines.
  (c) The perimeter of the disposal site
shall be fenced in order to adequately
deter  acccu  to the general public
except as specified in paragraph  of this section, or may
use ait alternative control method for
emissions from active  waste disposal
sites which has received prior appioiai
by the AJministnvior.
  (1) At the end of each oneralinu tJ.iy.
or at least once every  24-hour period
while the  site is in  continuous opi-r-
ation. the  asbcstos-tunlalninc  wast?
material which was  deposited at  ll it-
site during tlie operating day or  previ-
ous 21-hour  period  Shall be  i-nvrn cl
with at It-ait  IS  centimeters  ten  o
inches)  of  compacted non asbestos-
toutaiiiiHU inaleliul.
   (2) Al the end of each operalme ua>.
or at trast once every 24-hour period
while thr Uisposal site ia in contmucus
operation,   the   asbestos-containing
waste material which was deposited at
 Hie silr din me  Hit  opeiating  dny or
 previous 24-hour period  shall be cov-
ered  with  a rrsmous or petroleum-
                                     526
                                    D-16

-------
Chapter I—Environmental Protection Ag-ncy                          § 61.3?
based dust suppression .IKcut which rf
Jccuvfly bind1; du.sl  urd con'rols wiml
erosion.  Sucl)  aernl r.liMI be viM'U  nv
recommended  for tli* p.irMrulrir  cln^;
b>  tin1 ilu.->t.  suppression a-.""!!!  m.iiin
fuclurcr. Other ccjualli  efli-itivo  dus!
suppression agents may be used upon
prior approval by the  Admmi^trrxior
For purposes of this paragraph, waste
crankra>c oil Is not  corisi(Jor»rt rv  rlnvt
suppression au''i>t
MO l-'U 48^02. Ort. ]< 197S!
                           D-1T

-------
                          B.  HAZARDOUS  WASTE

                             PART 260

                    HAZARDOUS WASTE MANAGEMENT
                         SYSTEM: GENERAL
                            40 CFR 260
6060A

-------
Environmental Protection Agency
                                •art 260
days at 30' C. with a volatile solids reduc-
tion of at lead J8 percent.
  Air Drying  Liquid sludge If  allowed to
drain and/or  dry  on  under-drained sand
bed*, or paved or unpaved basins in which
the sludge is at a depth of nine Inches. A
minimum of three months Is needed,  two
months of which temperatures average on a
dally basis above 0' C.
  Anaerobic  diotttion: The process Is eon-
ducted  In the absence of  air at residence
times ranging  from 60  dayi at 30* C to 15
day* at  35* to 55' C. with a volatile solids re-
duction of at least 38 percent.
  Compotting:  Using  the  w1thln-ves»el.
static aerated  pile  or windrow composting
methods,  the solid waste Is maintained at
minimum operating conditions of 40* C for S
day*. For four hours during this period the
temperature exceeds 55* C.
  Lime  Stabilitation:  Sufficient lime Is
added to produce a pH of 13 after 3 hours of
contact.
  Other methods: Other methods or operat-
ing conditions  may be acceptable If patho-
gens and vector attraction  of  the  waste
(volatile solids) are reduced to an extent
equivalent to the reduction achieved by  any
of the above methods.

  B. Processes to Further Reduee Pathogen*

  Compoiting: Using the wtthln-veasel com-
posting  method,  the solid waste Is main-
tained at operating conditions  of S3* C or
greater  for three days. Osing the static aer-
ated  pile  composting  method,  the  solid
waste Is maintained at operating conditions
of 55* C or greater for three days. Using the
windrow  composting  method,  the  solid
waste attains  a  temperature  of U*  C or
greater  for at least It days during the com-
posting  period. Also, during the high tem-
perature period, there will be a minimum Of
five turnings of the windrow.
  Heat  drying: Oewatered sludge cake ls
dried by direct or Indirect contact with  hot
gases, and moisture content Is reduced to 10
percent or  lower.  Sludge  particles reach
temperatures well In excess of W C. or the
wet bulb temperature of the gas stream In
contact  with the  sludge at the point where
it leaves the dryer Is in excea* of SO* C.
  Meal treatment Liquid sludge Is heated to
temperatures of ISO* C for 30 minutes.
  Thermofhilic Aerobic Digestion; Liquid
sludge Is agitated  with air or  oxygen to
maintain  aerobic  conditions at residence
times of 10 days at 55-60' C. with a volatile
solids reduction of at least 38 percent.
  Other method*: Other methods or operat-
ing conditions  may be acceptable if patho-
gens and vector attraction of  the waste
(volatile solids) are reduced to an extent
equivalent to the reduction achieved by  any
of the above methods.
  Any of the processes listed below. U added
to the  processes  described In  Section A
above, further reduce pathogens. Because
the processes listed below, on their own. do
not reduce the attraction of dl»'  jt vectors.
they are only add-on In nature.
  Btta nv irradiation, Sludge  Is Irradiated
with beta rays from an accelerator at doc-
ages of at least 1.0 megarad at room temper-
ature (c*. 30* C).
  Ocmma my irradiation. Sludge is Irradi-
ated with gamma rays from certain Isotopes.
such as "Cobalt  and '"Cesium, at dosage*
of at least 1.0 megarad at room  temperature
(ca. 30* C).
  Pattevritation: Sludge Is  maintained for
at least 30 minute* at a ""'"'r""" tempera-
ture of 70' C.
  Other methodt: Other methods or operat-
ing conditions may be acceptable if patho-
gens are reduced  to an extent equivalent to
the reduction achieved by any of the above
add-on methods.
   PART 260—HAZARDOUS WASTE
  MANAGEMENT SYSTEM: GENERAL
Definitions.
References.
Sec.
360.1  Purpose, scope, and applicability.
300.3  Availability of Information: confiden-
    tiality of Information.
360.3  Use of number and gender.
360.10
360.11
360.30 General.
360.31 Petitions  for  equivalent testing or
   analytical methods.
390.33 Petitions  to amend Pan 361 to ex-
   elude a waste produced at  a particular
   facility.
360.30 Variances from classification  as  a
   •olid waste.
360.31 Standards and criteria for variances
 .  from classification as a solid waste.
360.33 Variances to be classified as a boiler
360.33 Procedures for variances from clas-
   sification as a solid waste or to be classi-
   fied as a boiler.
360.40 Additional regulation of certain haz-
   ardous  wast*  recycling  activities  on  a
   ease-by-case basis.
360.41 Procedures for case-by-case regula-
   tion of hazardous %-aste recycling acti-
   vltes.

Amareix I— Ovnvizw or SCTIITU C REGU-
   LATIONS
                                        331
                                        D-18

-------
   §260.1
         40 CFI Ok I (7-1-tS tuition)
    AUTHORITY: Sees. 1006. 2002. 3001 throuth
   3007. 3010. and 7004. Solid Wait* Dlapoaal
   Act. as amended by the Resource Conscrva-
   tlon and Recovery Act of 1976. M amended.
   42  UJ.C. 6909. 6912. 6921 through 6927.
   6930. and 6974.
    Bourne* 45 PR 33073. May 19. I960, unless
   otherwlM noted.
             NOTK The reporting or record-
   keeping provision* Included In the final rule
   published at 47 PR 32274. July 26. 1962. will
   be submitted for approval to the Office of
   Management and Budget (OMB). They are
   not effective until OMB approval has been
   obtained. EPA will publish a notice of the
   effective date of the reporting and record-
   keeping provisions of this rule after It ob-
   tains OMB approval.

           SubtMft A— 9«fl«rwJ

   1 260.1  Purpose, scope, and applicability.
     (a) This pan provide* definitions of
   term*, general standards, and overview
   Information applicable  to Parts  260
   through 265 of this chapter.
     (b> In this part: (1) Section  260.2 sets
   forth the rules that  EPA will use in
   making Information it receives avail-
   able to the public  and sets forth the
   requirements  that generators,  trans-
,   porters,  or owners or  operators of
   treatment, storage, or disposal  facili-
   ties must  follow to  assert claims of
   business  confidentiality  with respect
   to  Information that  is  submitted to
   EPA under Parts  260 through 265 of
   this chapter.
     (2) Section 260.3 establishes rules of
   grammatical  construction for  Parts
   260 through 265 of this chapter.
     (3) Section  260.10 defines  terms
   which are used in Parts  260 through
   265 of this chapter.
     (4) Section 260.20 establishes  proce-
   dures for petitioning EPA to amend.
   modify,  or revoke any provision of
   Parts 260 through  365 of this chapter
   and establishes procedures governing
   EPA's action on such  petitions.
     (5) Section 260.21 establishes proce-
   dures for petitioning EPA to approve
   testing methods as equivalent to those
   prescribed in Parts 261. 264. or 265 of
   this chapter.
     (6) Section 260.22 establishes proce-
   dures  for  petitioning EPA to amend
   Subpart D of Pan 261 to exclude a
   waste from a particular facility.
« 260.2  Availability of information; confi-
    dentiality of information.
  (a)  Any  information provided  to
EPA under Pans 260 through 265 of
this chapter will be made available to
the public to the  extent and in the
manner authorized by the Freedom of
Information Act, 5 U.S.C. section 552.
section 3007(b) of RCRA and EPA reg-
ulations implementing the Freedom of
Information Act and section 3007(b).
Part 2 of this chapter, as applicable.
  (b)  Any person who  submits infor-
mation to  EPA in accordance  with
Parts 260 through  265 of this chapter
may assert a  claim of  business confi-
dentiality covering part or all of that
information by  following  the proce-
dures  set  forth  In I 2.203(b)  of  this
chapter. Information covered by such
a claim will be disclosed by EPA only
to the extent, and by means of the
procedures, set forth in Part 2. Sub-
part B of this chapter.  However, if no
such  claim accompanies the  Informa-
tion when It is received  by EPA. it may
be made available  to the public  with-
out further notice to the person sub-
mitting It.

12604 Use of  number and fender.
  As used in Parts 260  through 265  of
this chapter
  (a)  Words in the masculine gender
also Include the feminine and neuter
genders: and
  (b) Words in the singular Include the
plural: and
  (c)  Words in the plural  include the
singular.

        Swbpeift B—Ovflnirtons

1260.10  Definitions.
  When used  in Parts 260 through 265
of  this chapter, the following terms
have the meanings given below:
  "Act"  or "RCRA"  means the Solid
Waste Disposal  Act. as amended  by
the Resource Conservation and Recov-
ery Act of 1976. as amended. 42 U.S.C.
section 6901 et seq.
  "Active portion" means that portion
of a facility where treatment, storage.
or  disposal operations are  being  or
have been conducted after  the  effec-
t' . date of  Part  261  of this chapter
and which Is  not a closed portion. (See
                                       332
                                       D-19

-------
Environmental Protection Agency
                            §260.10
also "closed portion"  and "inactive
portion".)
  "Administrator" means the Adminis-
trator  of the Environmental  Protec-
tion Agency, or his designee.
  "Aquifer" means  a geologic forma-
tion, group of formations, or pan of a
formation capable of yielding a signifi-
cant amount of ground water to wells
or springs.
  "Authorized representative" means
the person responsible for the overall
operation of a facility or an operation-
al unit (i.e.. part of a facility), e.g.. the
plant  manager,  superintendent   or
person of equivalent responsibility.
  "Boiler"  means an enclosed device
using controlled flame combustion and
having the following characteristics:
   The unit must export and utilize
at least  75  percent  of the recovered
energy, calculated on an annual basis.
In this calculation, no credit shall be
given for recovered heat used internal-
ly in the a&me unit. (Examples of In-
ternal use  are the preheating of fuel
or combustion air. and the driving of
induced or forced draft fans or feed-
water pumps); or
  (2) The unit is  one which the Re-
gional Administrator has  determined,
on a case-by-case basis, to be a boiler.
after  considering the  standards  in
i 260.32.
  "Certification" means a statement of
professional   opinion  based   upon
knowledge and belief.
  "Closed portion" means that portion
of a facility which an owner or opera-
tor has closed In accordance  with the
approved facility closure plan and all
applicable closure requirements. (See
also "active portion" and  "inactive
portion".)
  "Confined aquifer" means an aquifer
bounded above and below by imperme-
able beds or by beds of distinctly lower
permeability than that of the aquifer
itself:  an aquifer containing  confined
ground water.
  "Container"  means any  portable
device in which a material Is stored.
transported,  treated, disposed  of.  or
otherwise handled.
  "Contingency  plan" means a docu-
ment  setting   out  an   organized.
planned, and coordinated course  of
action to be followed in case of a fire.
explosion,  or release of  hazardous
waste or hazardous waste constituents
which could threaten human health
or the environment.
  "Designated facility" means a haz-
ardous  waste treatment,  storage,  or
disposal facility which has received an
EPA permit (or a facility with interim
status) in accordance with the require-
ments of Parts  270 and  124 of  this
chapter, a permit from a State author-
ized in accordance with  Part 271  of
this chapter, or  that  Is regulated
under  1261.6(cX2) or Subpart  F  of
Part 266 of this  chapter, and  that has
been designated on  the  manifest by
the generator pursuant to 1262.20.
  "Dike" means  an embankment  or
ridge of either natural or man-made
materials used to prevent the move-
ment  of liquids,  sludges, solids,   or
other materials.
  "Discharge" or  "hazardous  waste
discharge" means the accidental or in-
                                   333
                                 D-20

-------
§ 260.10
         40 CPt Ch. I (7.145 Edition)
tentional. spilling, leaking,  pumping.
pouring, emitting, emptying, or dump-
ing of hazardous wa«te into or on any
land or water.
  ••Disposal"  means the discharge, de-
posit.  Injection,   dumping,  spilling,
leaking, or placing of any solid waste
or hazardous waste into or on any land
or water so that such solid  waste or
hazardous  waste or any constituent
thereof may enter the environment or
be emitted into the air or discharged
into any  waters.  Including ground
waters.
  "Disposal facility" means  a facility
or pan of  a  faculty at which hazard-
ous waste is  intentionally placed into
or on any land or water, and at which
waste will remain after closure.
  "Elementary  neutralization   unit"
means a device which:
  (1) Is used for neutralizing  wastes
which  are  hazardous  wastes only be-
cause  they  exhibit  the corrosivtty
characteristic defined  In 1261.22  of
this chapter, or are listed in Subpart D
of Part 281 of this chapter only for
this reason: and.
  (2) Meets the definition of tank, con-
tainer, transport vehicle, or  vessel in
I 260.10 of this chapter.
  "EPA  hazardous  waste   number"
means the  number assigned by EPA to
each hazardous  waste listed In  Part
261. Subpart D, of this chapter and to
each characteristic identified in  Part
261. Subpart C. of this chapter.
  "EPA identification number" means
the number assigned by EPA to each
generator,  transporter, and treatment.
storage, or disposal facility.
  "EPA region" means the state*  and
territories found In any one of the fol-
lowing ten  regions:

Region I-Malne, Vermont. New Hampshire.
  Massachusetts. Connecticut, and Rhode
  bland.
Region  H—New Tort New Jentr.  Com-
  monwealth of Puerto RJco, and tat UA
  Virgin Islands.
Region  III—Pennsylvania. Delaware. Mary-
  land. West Virginia, Virginia, and the Dis-
  trict of Columbia.
Region  TV-Kentucky. Tennessee. North
  Caroline,  Mississippi. *'•*—•- Georgia,
  South Carolina, and Florida.
Region  V-Mtnnesota. Wisconsin.  Illinois.
  Michigan.  Indiana and Ohio.
Region VI—N»w Mexico. Oklahoma, Arkan-
  sas. Louisa**, and Texts.
Region VII—Nebraska.  Kansas. Missouri.
 and lows.
Reflon VIII— Montana, Wyoming,  North
 Dakota. South Dakota. Utah, and Colora-
 do.
Region IX—California.  Nevada.  Arizona.
 Hawaii.  Ouam. American Samoa.  Com-
 monwealth of the Northern Mariana Is-
 lands.
Region X—Washington. Oregon, Idaho, and
  "Equivalent  method"  means   any
testing or analytical method approved
by the Administrator under U 260.20
and 260.21.
  "Existing hazardous waste manage-
ment (HWM) facility" or "existing fa-
culty" means a facility which was in
operation or for  which  construction
commenced on or before November 19,
1980. A faculty has commenced con-
struction U:
  (1)  The owner or operator has ob-
tained the Federal. State and local ap-
provals or permits necessary to begin
physical construction: and either
  (2X0 A continuous on-site. physical
construction program has begun: or
  (11) The owner or operator has en-
tered  into  contractual obligations—
which cannot be cancelled or modified
without substantial loss—for physical
construction  of the faculty  to be com-
pleted within a reasonable time.
  "Existing portion" means that land
surface area of an existing waste man-
agement unit, included in the original
Part  A permit application, on which
wastes have  been placed prior to the
Issuance of a permit.
  "Faculty" means all contiguous land.
and  structures, other appurtenances.
and  improvements on the  land, used
for treating, storing, or disposing of
hazardous waste.  A facility may  con-
sist  of several treatment, storage, or
disposal operational units (e.g.. one or
more landfills, surface Impoundments.
or combinations of them).
  "Federal agency" means any depart-
ment, agency, or other Instrumentality
of the Federal Government, any inde-
pendent agency  or establishment of
the   Federal  Government  including
any  Government corporation, and the
Government Printing Office.
  "Federal. State and local approvals
or permits necessary to begin physical
construction" means permits and ap-
                                   334
                                   D-21

-------
Environmental •refection Agency

provals required under Federal. SUte
or local hazardous watte control stat-
utes. regulations or ordinances.
  -Food-chain crops" means tobacco.
crops crown for human consumption.
«nd crops crown for feed for animals
whose products are  consumed  by
humans.
  "Free  liquids" means liquids which
readily separate from the solid portion
of a waste under ambient temperature
and pressure.
  "Freeboard" means the vertical dis-
tance between the top of a tank or sur-
face  impoundment dike,  and the sur-
face of the waste contained therein.
  "Generator " mean* any person, by
site,  whose  act  or  process produces
hazardous waste identified or listed in
part 261  of this  chapter or whose act
first   causes  a  hazardous  waste to
become subject to regulation.
  ••Ground water" means water below
the land surface in a zone of satura-
tion.
  "Hazardous waste" means  a hazard-
ous waste as defined in 1261.3 of this
chapter.
  "Hazardous    waste    constituent"
means a  constituent that caused the
Administrator to list the hazardous
waste in  Pan 261.  Subpart D. of this
chapter,  or a  constituent  listed in
Table 1 of i 261.24 of this chapter.
  "In operation" refers to  a  facility
which is treating, storing, or disposing
of hazardous waste.
  "Inactive portion"  means  that por-
tion of a facility  which is not operated
after the effective date of Pan 261 of
this chapter. (See also "active portion"
and "dosed portion".)
  "Incinerator"  means any enclosed
device using controlled flame combus-
tion that neither meets the criteria for
classification a* a boiler nor is listed as
an industrial furnace.
  "Incompatible  waste" means  a haz-
ardous waste which Is unsuitable for:
  (1) Placement  in  a particular device
or facility because it  may cause corro-
sion or decay of containment materials
(e.g..  container  inner liners or tank
walls;; or
  (2) Commingling with another waste
or material under uncontrolled condi-
tions because the commingling might
produce heat or pressure, fire  or ex-
plosion,  violent  reaction, toxic dusts.
                            9200.10

mists,  fumes, or gases, or flammable
fumes 
-------
§ 260.10
        40 CFI Ch. I (7-145 Idltl.n)
  (v) The use of the device In common
Industrial practice to  produce a mate-
rial product: and
  (vl) other facton, as appropriate.
  "Injection well" means a well  Into
which  fluids are  injected.  (See  also
"underground injection".)
  "Inner liner" means  a continuous
layer of material placed inside a tank
or container  which protects the  con-
struction materials of the tank or con-
tainer  from  the contained waste or
reagents used to treat the waste.
  "International shipment" means the
transportation of hazardous waste into
or out of the Jurisdiction of the United
States.
  "Landfill" means a disposal facility
or part of a  facility where hazardous
waste  is  placed  in  or  on  land  and
which  is not a land treatment facility.
a surface impoundment, or an injec-
tion well.
  "Landfill  cell"  means a discrete
volume of a  hazardous waste landfill
which  uses a liner to  provide isolation
of  wastes  from  adjacent  cells or
wastes. Examples  of  landfill cells are
trenches and pits.
  "Land  treatment facility"  means  a
facility or pan of a facility  at which
hazardous waste la applied onto or in-
corporated into the soil  surface; such
facilities are disposal facilities if the
waste will remain after closure.
  "Leachate" means any liquid. Includ-
ing any suspended components in the
liquid, that has percolated through or
drained from hazardous waste.
  "Liner" means a continuous layer of
natural or man-made materials,  be-
neath  or on the sides of a surface Im-
poundment,  landfill,  or landfill  cell.
which restricts the downward or later-
al escape of  hazardous waste, hazard-
ous waste constituents, or leachate.
  "Management" or "hazardous waste
management"  means the systematic
control of the  collection, source sepa-
ration, storage, transportation, proc-
essing, treatment, recovery, and  dis-
posal of hazardous waste.
  "Manifest" means the  shipping doc-
ument EPA form 8700-22 and. It nec-
essary. EPA form 8700-22A. originated
and signed by the generator in accord-
ance with the  Instructions Included in
the Appendix to Part 262.
  "Manifest document number" means
the U.S. EPA twelve digit identifica-
tion number assigned to the generator
plus a  unique  five  digit document
number assigned to the Manifest by
the generator for  recording and re-
porting purposes.
  "Mining overburden returned to the
mine site" means any material overly-
ing an economic mineral deposit which
is removed to gain access to that de-
posit and is then used for reclamation
of a surface mine.
  "Movement" means that hazardous
waste transported to a facility in an in-
dividual vehicle.
  "New  hazardous waste management
facility" or "new facility" means a fa-
cility  which  began  operation, or for
which  construction  commenced  after
October 21. 1976. (See  also "Existing
hazardous  waste  management facili-
ty".)
  "On-site"  means the  same  or  geo-
graphically contiguous property which
may be divided by  public or private
right-of-way, provided  the entrance
and exit between the properties is at a
cross-roads Intersection, and access is
by crossing a* opposed to going along.
the   right-of-way.   Non-contiguous
properties owned by the same person
but connected by a right-of-way which
he controls and  to which the public
does not have access, is also considered
on-site property.
  "Open burning" means the combus-
tion of any material without  the fol-
lowing characteristics:
  (1)  Control of combustion  sir  to
maintain adequate temperature for ef-
ficient combustion.
  (2) Containment of the combustion-
reaction in an enclosed device to pro-
vide  sufficient   residence  time   and
mixing for complete combustion, and
  (3) Control of emission of the  gase-
ous combustion products.
  (See also "Incineration" and "ther-
mal treatment".)
  "Operator" means the person  re-
sponsible for the overall operation of a
facility.
  "Owner"  means  the  person  wno
owns a facility or pan of a facility.
   "Partial  c -sure" means the closure
of a discrete part of a facility  m ac-
cordance  with the  applicable closure
requirements of Parts  264 or 265 oi
                                    336
                                   D-23

-------
Environmental frefection Agency
                            §260.10
this chapter. For example, partial clo-
sure may  include  the closure  of a
trench, a unit operation, a landfill cell.
or a pit. while other parts of the same
facility continue in operation or will
be placed in operation in the future.
  "Person" means an individual, trust.
firm.  Joint  stock  company.  Federal
Agency, corporation (including a gov-
ernment corporation), partnership, as-
sociation. State, municipality, commis-
sion, political subdivision of a State, or
any Interstate body.
  "Personnel" or "facility personnel"
means all  persons  who work. at. or
oversee the operations of. a hazardous
waste  facility,  and  whose  actions or
failure to act may result in noncompll-
ance with the  requirements of Parts
264 or 265 of this chapter.
  "Pile" means any non-containerized
accumulation of solid, nonflowing haz-
ardous waste that  is used for treat-
ment or storage.
  "Point source" means any discerni-
ble, confined, and discrete conveyance.
including, but not limited to any pipe.
ditch,  channel, tunnel,  conduit,  well.
discrete  fissure,  container,   rolling
stock, concentrated animal feeding op-
eration, or  vessel or  other  floating
craft, from  which  pollutants  are or
may be discharged. This term does not
include return flows from Irrigated ag-
riculture.
  "Publicly  owned treatment  works"
or  "POTW" means  any  device  or
system used In  the treatment (includ-
ing recycling and reclamation) of mu-
nicipal sewage or industrial wastes of a
liquid  nature which  is owned  by a
"State" or "municipality" (as defined
by Section $02(4) of the CWA). This
definition includes  sewers, pipes,  or
other conveyances only if they convey
wastewater  to  a  POTW  providing
treatment.
  "Regional Administrator" means the
Regional Administrator for the  EPA
Region in which the facility is located.
or his deslgnee.
  "Representative sample" means  a
sample of a universe or whole  (e.g.,
waste  pile,  lagoon,  ground  water)
which  can be expected to exhibit the
average properties of  the  universe or
whole.
  "Run-off"  means  any  rainwater.
leachate. or  other  liquid that drains
over land from any pan of a facility.
  "Run-on"  means  any  rainwater.
leachate. or  other  liquid that drains
over land onto any part of a facility.
  "Saturated zone" or "zone of satura-
tion" means that pan of  the earth's
crust in which all voids are filled with
water.
  "Sludge" means any solid, semi-solid.
or liquid waste generated from a mu-
nicipal,  commercial,  or  industrial
wastewater  treatment plant,  water
supply treatment plant,  or air  pollu-
tion control  facility exclusive of the
treated effluent  from a  wastewater
treatment plant.
  "Solid waste" means a solid waste as
defined in I 261.2 of this chapter.
  "State"  means any  of the several
States, the District of Columbia, the
Commonwealth  of Puerto Rico,  the
Virgin  Islands.   Guam.  American
Samoa, and the Commonwealth of the
Northern Mariana Islands.
  "Storage" means the holding of haz-
ardous waste for a temporary period.
at the end of which the hazardous
waste is treated, disposed of. or stored
elsewhere.
  "Surface   Impoundment"  or   "im-
poundment"  means a  facility or pan
of a facility  which is a natural topo-
graphic depression, man-made excava-
tion, or diked area formed primarily of
earthen materials (although it may be
lined  with   man-made   materials),
which Is designed to hold an accumu-
lation of liquid wastes or wastes con-
taining free liquids, and  which is not
an injection well. Examples of surface
impoundments  are holding,  storage.
settling, and  aeration pits,  ponds, and
lagoons.
  "Tank" means  a stationary device.
designed  to contain an accumulation
of hazardous waste which is construct-
ed primarily  of non-earthen materials
(e.g..  wood,  concrete, steel,  plastic)
which provide structural support.
  "Thermal  treatment"  means  the
treatment  of hazardous waste  In a
device which uses  elevated tempera-
tures as the primary means to change
the  chemical, physical,  or biological
character or composition of  the haz-
ardous waste. Examples  of  thermal
treatment  processes are  incineration.
                                  337
                                  D-24

-------
§260.10

molten salt. pyrolysis. calcination, wet
air  oxidation,   and  microwave   dis-
charge.  (See also  "incinerator"   and
"open burning".)
  "Totally enclosed treatment facility"
means a facility for the treatment of
hazardous waste which is directly eon-
nected  to  an  industrial  production
process  and which  is constructed  and
operated in a manner which prevents
the release of any hazardous waste or
any constituent  thereof into the envi-
ronment during treatment. An exam-
ple is a pipe in which waste acid is
neutralized.
  "Transfer facility" means any trans-
portation  related  facility  Including
loading  docks, parking  areas, storage
areas and  other similar areas where
shipments of hazardous waste are held
during the normal course of transpor-
tation.
  "Transport vehicle" means a motor
vehicle or rail car used for the trans-
portation of cargo by any mode. Each
cargo-carrying body (trailer, railroad
freight  car. etc.) is a separate trans-
port vehicle.
  "Transportation" means the move-
ment of hazardous waste by air.  rail.
highway, or water.
  "Transporter" means a  person en-
gaged In the offslte transportation of
hazardous waste by air. rail, highway.
or water.
  "Treatment"   means  any method.
technique,  or process, including  neu-
tralization,  designed to  change  the
physical, chemical, or biological char-
acter or composition of  any hazardous
waste so as to neutralize such waste, or
so as to recover energy or material re-
sources from the waste, or so  as to
render such waste non-hazardous, or
less  hazardous;  safer  to  transport.
store, or dispose of: or  amenable for
recovery, amenable for  storage, or re-
duced in volume.
  "Treatment zone" means a soil area
of the  unsaturated zone of a  land
treatment  unit within  which hazard-
ous constituents are degraded, trans-
formed, or Immobilized.
  "Underground injection" means the
subsurface  emplacement   of   fluids
through a bored, drilled or driven well:
or through  a dug  .ell.  where  the
depth of the dug well is greater  than
         40 CFt Ch. I (7-145 Edition)

the  largest surface  dimension. (See
also "injection well".)
  "Unsaturated zone" or "zone of aer-
atlon" means the zone between the
land surface and the water table.
  "United States" means the SO States,
the  District  of  Columbia, the  Com-
monwealth of Puerto  Rico, the  U.S.
Virgin   Islands.   Guam.   American
Samoa, and the Commonwealth of the
Northern Mariana Islands.
  "Uppermost aquifer" means the geo-
logic  formation nearest  the natural
ground surface that is an  aquifer,  as
well  as lower  aquifers that are hydrau-
lically interconnected with  this aqui-
fer  within  the  facility's  property
boundary.
  "Vessel"  includes every description
of watercraft. used or capable of being
used as a means of transportation on
the water.
  "Wastewater treatment unit" means
a device which:
  (1) Is part of a wastewater treatment
facility which is subject to regulation
under either  Section 402  or Section
307(b) of the  Clean Water Act: and
  (2) Receives and treats or stores an
influent wastewater which is a hazard-
ous waste as  defined in I 261.3  of this
chapter,  or generates and accumulates
a wastewater treatment sludge which
Is a  hazardous waste as  defined  In
1261.3 of  this chapter,  or treats  or
stores a  wastewater  treatment sludge
which Is a hazardous waste as defined
in I 261.3 of this chapter, and
  (3) Meets the definition of  tank in
I 260.10 of this chapter.
  "Water (bulk shipment)" means the
bulk   transportation  of   hazardous
waste  which  is loaded or carried  on
board a  vessel without containers or
labels.
  "Well" means any shaft or pit dug or
bored into the earth, generally of a cy-
lindrical form, and often walled with
bricks or tubing to prevent the earth
from caving in.
  "Well injection": (See "underground
injection".)
(45 FR 33073.  Mmy 19.  1980. M amended ftt
45 FR 72028.  Oct. 30. 1980: 45 FR 76075.
Nov.17. 1980; 45 FR 78630. Nov. 19.  1980: 45
FR 86988. D«C. 31. 1980: 46 FR 2348. *•*•*•
1981:  46  FR 27476. May 20.  1981: 47  FR
32349. July  26. 1982: 48 FR  2511.  Jan. 18.
1983:  48  FR  14293. Apr.  1.  1983:  49  FR
                                    338
                                   D-25

-------
Environmental Protection Agency

10JOO. M&r. 20. 1984;  M  FR Ml.  Jan. 4.
J9S51
 Errtcnvt DATS NOTE At 50 FR Ml. Jan.
4 1985. I 200.10 was amended by adding the
definition* (or "Boiler" and "Industrial fur-
nace°'and  revising  the definition* for "Des-
ignated facility" and "Incinerator", effective
July  5. 1985. For the convenience of the
user, the superseded text U set out below.

IStO.lO  Dcflnltioiu.
 "Desicnated facility" aeani • hazardoui
waste treatment, storage, or disposal facility
which ha» received an EPA permit (or a fa-
eUlty with Interim  statue)  la accordance
with the requirement* of 40 CFR Parti 270
tnd 124 of this chapter, or a permit from a
State authorized in accordance with Part
271 of thU chapter, that hai been designat-
ed on the manifest by the generator pursu-
ant to I 262.20.
  -Incinerator" means an enclosed  device
usinf controlled flame combustion, the pri-
mary purpose of which  Is to thermally
break down hazardous waste. Examples of
incineraton an rotary kiln, fluldlsed bed,
and liquid injection incinerators.
I2M.1I  References.
  (a) When used in Parts 260 through
265 of this chapter, the following pub-
lication* are  incorporated by  refer-
ence.
  "ASTM Standard Test Methods for
Flash Point  of Liquids by Setaflash
Closed  Tester."  ASTM  Standard D-
3278-78, available from American Soci-
ety for Testing and  Materials.  1916
Race Street. Philadelphia. Pa. 19103.
  "ASTM Standard Test Methods for
Flash Point by Pensfcy-Martens Closed
Tester." ASTM Standard D-93-79  or
D-93-80.  D-93-80  Is  available  from
American Society for Testing and Ma-
terials. 1916 Race Street. Philadelphia.
Pa. 19103.
  "Flammable  and  Combustible Liq-
uids Code" (1977 or  1981). available
from the National Fire Protection As-
sociation. 470 Atlantic Avenue, Boston.
Massachusetts 02210.
  "Test Methods for Evaluating Solid
Waste.  Physical/Chemical  Methods".
EPA Publication SW-846 [Second Edi-
tion.  1982 as amended by Update I
                             § 260.20

(April.  1984). and Update II (April.
1985)]. The second edition of SW-846
and  Updates I  and  II  »re available
from the  Superintendent of  Docu-
ments.  U.S. Government   Printing
Office. Washington. D.C. 30401. (202)
783-3228. on a subscription basis.
  (b) The  references listed  in  para-
graph (a) of this section are also avail-
able for inspection at the Office of the
Federal Register.  1100 L Street. NW,
Washington. D.C. 20408. These  incor-
porations by reference were approved
by the Director of the Federal Regis-
ter.  These materials are incorporated
as they exist on the date  of  approval
and  a notice of any change  in  these
materials will be published in the FTD-
UtAL RtGISTOt.

(46 FR IS247. July 7.1981. as amended at SO
FR 11374. Apr. 30.1985)

  Subpart C—Rulem«icing Petitions

I2M.20  General.

  (a) Any person may petition the Ad-
ministrator to modify or  revoke  any
provision in Parts 260 through 265 of
this chapter. This section sett  forth
general requirements which  apply to
all such petitions. Section 260.21 sets
forth additional requirements for peti-
tions to add a testing or analytical
method to  Part 261. 264 or 265. Sec-
tion 260.22  sets  forth  additional re-
quirements for  petitions to exclude a
waste  at a particular  facility  from
1261.3 of this chapter or the lists of
hazardous wastes  in Subpart D of Part
261.
  (b) Each petition must be submitted
to the Administrator by certified mail
and  must include:
  (1) The  petitioner's name  and ad-
dress:
  (2) A statement of the petitioner's
interest in the proposed action:
  (3) A  description  of  the proposed
action,  including  (where appropriate)
suggested regulatory language: and
  (4) A statement  of the need and jus-
tification for the  proposed action, in-
cluding any supporting tests, studies.
or other information.
  (c) The Administrator will  make  a
tentative decision to grant or deny  a
petition and will publish notice  of
                                    339
                                   D-26

-------
§ 260.21
         40 CMl Ch. I (7.145 Iditlen)
such tentative decision, either In the
form  of  an advanced notice  of  pro-
posed rulemaklnc. a proposed  rule, or
a tentative determination to deny the
petition.  In the FODUU. RCCISTXX for
written public comment.
  (d) Upon the written request of any
interested person, the  Administrator
may, at his discretion, hold an Infor-
mal  public  hearlnc to consider  oral
comments on the tentative decision. A
person requesting a hearing must state
the Issues  to be  raised and  explain
why written comments would  not suf-
fice  to  communicate  the  person's
views. The Administrator may in any
case decide on his own motion to hold
an Informal public hearing.
   After evaluating all public com-
ments the  Administrator will  make a
final  decision by publishing   In the
FtcniAi. RiGiSTn a regulatory amend-
ment or a denial of the petition.

12M.21  Petitions for equivalent testing or
   analytical methods,
  (a) Any person seeking to add a test-
Ing or analytical  method to Part 261.
264.  or 26S of this chapter may  peti-
tion  for a  regulatory  amendment
under this section and | 260.20. To be
successful, the person must  demon-
strate  to the satisfaction  of  the Ad-
ministrator that the proposed method
is equal  to  or superior  to the corre-
sponding method prescribed  in  Part
261.  264. or 265  of this  chapter,  in
terms of its sensitivity, accuracy, and
precision U.e.. reproduclbility).
  (b)  Each  petition must Include,  in
addition to the information required
by | 260.20(b):
  (DA full description of the proposed
method,  including all procedural steps
and equipment used In the method:
  (2)  A  description of  the types  of
wastes or waste matrices for which the
proposed method may be used:
  (3)  Comparative  results  obtained
from using the proposed method with
those  obtained  from  using the  rele-
vant  or  corresponding  methods pre-
scribed in Pan 261.  264. or 265 of this
chapter.
  (4)  An assessment  of any fa' jrs
which may Interfere with, or limit the
use of. the proposed method: and
  (5) A description of the  quality con-
trol procedures  necessary to ensure
the sensitivity, accuracy and precision
of the proposed method.
  (c) After receiving a petition for an
equivalent method, the Administrator
may request any  additional informa-
tion on the proposed method which he
may reasonably  require  to evaluate
the method.
  (d) If the Administrator amends the
regulations to permit use  of  a new
testing method, the method will be in-
corporated in "Test Methods for the
Evaluation of Solid Waste: Physical/
Chemical Methods." SW-«46. U.S. En-
vironmental Protection Agency. Office
of  Solid  Waste. Washington.  D.C.
20460.

I4S  PR 330T3. May 19. 1980. M amended at
49 PR 47391. Dec. 4. 19S4)

I2M.22  Petitions  to  amend Pan  281 to
    exclude • WMU produced at • particu-
    lar facility.
  (a) Any person seeking  to exclude a
waste at a particular generating facili-
ty from the lists in Subpart D of Pan
261  may  petition  for a  regulatory
amendment  under  this  section and
i 260.20. To be successful, the petition-
er must demonstrate  to  the satisfac-
tion of  the  Administrator that the
waste produced by a particular gener-
ating facility does not  meet any of the
criteria  under which  the  waste was
listed as a hazardous waste  and. in the
case of  an acutely hazardous waste
listed under I 261.1 Kax2). that it also
does  not  meet  the  criterion  of
I 261.11(aX3). A waste which is so ex-
cluded may still, however, be a hazard-
ous waste by operation of  Subpart C
of Pan 261.
  (b)  The procedures in this  section
and | 260.20 may also be  used  to peti-
tion the Administrator for a  regula-
tory  amendment  to  exclude  from
I 261.3(a)(2)(ll) or (c).  a waste which is
described  in  those sections  and  is
either a waste listed in  Subpart D.
contains a waste  listed in Subpart D.
or  Is derived  from a waste listed  in
Subpart D. This exclusion may only be
Issued  for a particular  generating.
storage, treatment, or disposal  facility.
The petitioner must  make the same
demonstration  as required by  para-
graph (a) of  this section, except that
where the waste  is a  mixture  of solid
                                    340
                                    D-27

-------
environmental Pr»»»ct!on Agc-ncy
                             §260.23
waste and one or more lifted hazard-
ous wastes or U derived from  one or
more  hazardous  wastes,  his demon-
stration may be  made «•: n respect to
each constituent listed waste  or  the
waste mixture  as a  whole. A  waste
which is so excluded may still be a
hazardous waste by operation of Sub-
part C of Part 261.
   when consider-
ing the  factors In  1261.11(a)(3)  (1)
through (xl).
  (2).
  (2) The  criterion of f 261.11(a)(3)
when  considering the factors listed in
1 26i.ll(»>(3> (i> through   [Reserved  for listed  Infectious
wastes.]
  (h)  Demonstration  samples  must
consist of enough representative sam-
ples, but in no case less than four sam-
ples, taken over a period of time suffi-
cient  to  represent  the variability  or
the uniformity of the waste.
  (1) Each petition must include, in ad-
dition to the information  required  by
i 260.20(b>:
  (1) The name and  address of the lab-
oratory  facility performing  the sam-
pling or  tests of the waste:
  (2) The names and  qualifications of
the persons sampling and testing  the
waste:
  (3) The dates of sampling and test-
ing:
  (4) The  location of the  generating
facility:
  (5) A description of the manufactur-
ing processes or other operations and
feed materials  producing  the waste
and  an assessment of whether such
processes, operations,  or feed materi-
als can or might produce a waste that
ls not covered by the demonstration:
  (6) A description of the waste and an
estimate of the average and maximum
monthly  and annual   quantities  of
waste covered by tue demonstration:
  (7) Pertinent data on and discussion
of the  factors delineated in the respec-
tive  criterion for  listing a hazardous
waste,  where  the  demonstration  is
based on the factors in i 261.1KaX3>;
  (8) A description of  the methodolo-
gies and equipment used to obtain the
representative samples;
  (9) A description of the sample han-
dling and preparation techniques,  in-
cluding techniques used  for extrac-
tion, conuinertzatlon and preservation
of the samples:
  (10)  A description of the tests per-
formed (including  results);
  (11) The names  and  model  numbers
of the  instruments used in performing
the tests: and
  (12) The following statement signed
by the generator  of the watte or his
authorized representative:

  1 certify under penalty of law that I have
personally examined and am familiar with
the information submitted  In  this demon-
stration and all attached document*, and
that, bated on my inquiry of those individ-
ual! immediately responsible for  obtaining
the Information. I believe that the submit-
ted Information u true, accurate, and com-
plete. I  am aware that there are significant
penalties for lubmntlni faUe information.
including the possibility of fine and impris-
onment.

  (j) After receiving a petition for an
exclusion, the Administrator  may re-
quest  any   additional   information
which  he may reasonably  require to
evaluate the petition.
  (k) An exclusion will only apply to
the waste generated at the individual
facility covered by the demonstration
and will not  apply to waste from any
other facility.
                                   341
                                  ~,_ 7 C

-------
   §260.30
         40 CFt Ch. I (7-1 OS Edition)
    (1)  The  Administrator may exclude
   only  part  of  the waste for which the
   demonstration is submitted where he
   has reason to believe  that variability
   of  the waste justifies  a partial exclu-
   sion.
    (m) The  Administrator may  (but
   shall not be required to) grant a tem-
   porary exclusion before malting a final
   decision under |  260.20(d) whenever he
   finds that there is a substantial likeli-
   hood that an exclusion will be finally
   granted. The Administrator  will pub-
   lish notice of any such temporary ex-
   clusion In the FEDERAL Rtoxsi
    EnrroaiAi NOTE Por Information on th«
   availability of a guidance manual for peti-
   tion* to dellst hazardous wastes, set SO FR
   21607. May 28. 1989.

   I 2M.M  Variances from classification a* a
      •olid wait*.
     In accordance with the standards
   and criteria In  | 260.31 and the proce-
   dures In | 260.33, the Regional Admin-
   istrator may determine on a case-by-
   case basis that the following recycled
   materials are not solid wastes:
     (a) Materials  that  are  accumulated
   speculatlvely    without    sufficient
   amounts being recycled (as defined In
,   | 261.KCX8) of this chapter):
     (b) Materials that are reclaimed and
   then  reused  within  the  original pri-
   mary  production  process In which
   they were generated:
     (c)  Materials  that have been  re-
   claimed but must be reclaimed further
   before the materials are completely re-
   covered.
   C SO fit Ml. Jan. 4. 19SS; SO PR 14219. Apr.
   11. 19U1
     Efrium DATI NOTK At SO PR Ml. Jan.
   4.  IBIS. 12M.30 was added, effective July S,
   19S9.

   02MJ1  Standards and criteria for *ar-
       ianew from  elaMiflcatton a* a solid
     (a) The Regional Administrator may
   grant  requests for a  variance from
   classifying as a solid waste those mate-
   rials that are accumulated speculative-
   ly  without sufficient amounts being
   recycled If the applicant demonstrates
   that sufficient amounts of the materi-
   al will be recycled or transferred for
   re./cling In 'the following year.  If  a
   variance is granted, it is valid only for
the  following  year, but can  be re-
newed, on an annual basis, by filing a
new application. The Regional Admin-
istrator's decision will be based on the
following standards and criteria:
  (1) The manner in which the materi-
al is expected to be recycled, when the
material is  expected to  be  recycled.
and whether this expected disposition
is likely to occur (for example, because
of  past practice, market factors, the
nature of the material, or contractual
arrangements for recycling):
  (2) The reason that the applicant
has accumulated the material for one
or  more yean without  recycling 75
percent of the volume accumulated at
the beginning of the year
  (3) The quantity of material already
accumulated and the quantity  expect-
ed  to be  generated and  accumulated
before the material is recycled:
  (4) The extent to which the material
Is handled to minimi?* loss:
  (5) Other relevant factors.
  (b) The Regional Administrator may
grant  requests for a  variance  from
classifying as a solid waste those mate-
rials that  are reclaimed  and  then
reused as feedstock within the original
primary production process in which
the materials were generated  if the
reclamation operation  is an essential
part of the  production process.  This
determination will be based on the fol-
lowing criteria;
  (1) How economically viable the pro-
duction process would be if it  were to
use virgin materials, rather than re-
claimed materials:
  (2) The prevalence of the practice on
an industry-wide basis:
  (3) The extent to which the material
Is handled before reclamation to mini-
mize loss:
  (4) The time periods between gener-
ating the material and Its reclamation.
and between reclamation and return
to   the  original primary  production
process:
  (S) The location of  the reclamation
operation In relation to the production
process:                            ,
  (6) Whether the reclaimed material
 Is  used  for the  purpose for which it
was originally produced when it Is re-
 turned to  the original  process,  and
 whether It Is returned to the process
 in substantially its original form:
                                       342
                                       D-29

-------
Environmental Protection Agency

  (7) Whether the person who gener-
ates the material also reclaims it.
  (6) Other relevant (actors.
   The  extent to which the device is
in common and  customary  use  as a
•'boiler"   functioning  primarily   to
produce   steam,   heated  fluids,   or
heated gases: and
  (f) Other factors, as appropriate.
(50 FR 662. Jan. 4. 1985)
  Errccrivc DATE NOTE  At 50 FR 662. Jan
4. 1985. I 260.32 wu added, effective July 5.
1985.

1260.33  Procedures  for  variances  from
   classification a* • solid waste or to be
   classified as a boiler.
  The Regional Administrator will  use
the following procedures in evaluating
applications for variances  from classi-
fication as  a  solid waste  or applica-
tions  to  classify  particular  enclosed
flame combustion devices as boilers:
  (a) The applicant must apply to  the
Regional  Administrator  in the region
where the recycler is located. The  ap-
plication  must  address  the  relevant
criteria   contained   in   1260.31   or
I 260.32 of this pan.
  (b) The Regional Administrator will
evaluate  the application and  issue a
draft notice tentatively granting or de-
nying the application. Notification of
this tentative decision will  be provided
by newspaper advertisement  and  radio
broadcast in the locality where the re-
cycler is located. The Regional Admin-
istrator will accept comment  on  the
tentative  decision for 30 days, and may
also  hold a public hearing  upon  re-
quest or at his discretion. The Region-
al Administrator will issue  a final deci-
sion  after receipt of comments and
after the  hearing (if any),  and this de-
cision may not be appealed to the  Ad-
ministrator.
(50 FR 662. Jan. 4. 19851
  EFFECTIVE DATE NOTE: At 50 FR 662. Jan
4. 1985. | 260.33 wu added, effective Ju!> 5
1985.

1260.40  Additional regulation  of certain
   hazardous waste recyclinc activities on
   a case-by-case basil.
  (a) The Regional Administrator may
decide on a case-by-case basis that per-
sons accumulating or storing the rec> •
                                   343
                                   D-30

-------
§ 260.41
         40 CFI Ch. I (7-1-85 Edition)
triable    materials    described    in
§ 261.6(a)(2)(iv) of this chapter should
be regulated under I 261.6  and (c)
of this chapter. The basis for this deci-
sion is that the materials are being ac-
cumulated or stored in a manner that
does not protect  human health and
the environment because the materials
or their toxic  constituents have  not
been adequately contained, or because
the materials  being accumulated  or
stored together are incompatible.  In
making this decision, the Regional Ad-
ministrator will consider the following
factors:
  (1) The types of materials accumu-
lated  or stored  and the amounts accu-
mulated or stored:
  (2) The method of accumulation or
storage;
  (3) The length of time the materials
have   been   accumulated  or  stored
before being reclaimed:
  (4) Whether  any contaminants are
being released  Into  the environment.
or are likely to be so released; and
  (S) Other relevant f acton.
  The procedures for this decision are
set forth in I 260.41 of this chapter.
CSO PR 682. Jan. 4. 19891
  EfTtcrra DATI Norr At SO FR 882. Jan.
4. 1985. | 280.40 wa> added, effective July 5.
1983.

• 280.41  Proetdurw for c*M-b?-ca*« regu-
    lation of hazardous watt* recycling me-
  The Regional Administrator will use
the following procedures when deter-
mining whether to regulate hazardous
waste recycling  activities described in
} 261.6(aM2Xlv)  under the  provisions
of  1261.6  (b) and  (c).  rather  than
under the  provisions of  Subpart F of
Pan 266 of this chapter.
  (a) If a  generator is  accumulating
the waste,  the Regional Administrator
will issue  a  notice  setting forth the
factual basis for the decision and stat-
ing that the  person  must comply with
the  applicable requirements  of Sub-
parts A. C. D. and E  of Pan 262 of this
chapter. The notice will become final
within  30  days,  unless the  person
served requests  a public hearing to
challenge the decision. Upon receiving
such a request, the Regional Adminis-
trator will  hold  a public hearing.  The
Regional  Administrator  will  provide
notice of the hearing to the public and
allow public participation at the hear-
ing.  The Regional  Administrator will
issue a  final order after the  hearing
stating  whether or  not  compliance
with  Pan 262  is required. The order
becomes effective 30 days after service
of the  decision unless  the Regional
Administrator specifies a later date or
unless review by the Administrator  is
requested. The order may be appealed
to the  Administrator by  any  person
who participated in the public hear-
ing. The Administrator may choose to
grant or to deny  the  appeal. Final
Agency  action  occurs  when  a  final
order is issued and  Agency review pro-
cedures are exhausted.
  (b) If the person is accumulating the
recyclable material as a storage facili-
ty,  the  notice will state that  the
person must obtain a permit in accord-
ance  with all  applicable provisions of
Parts 270 and 124 of this chapter. The
owner or operator of the faculty must
apply for a permit  within no less than
60 days and no more than six months
of notice, as specified in the notice.  If
the owner or operator of the  facility
wishes to challenge the Regional Ad-
ministrator's decision, he may do so  in
his  permit  application,  in  a  public
hearing held on the draft permit, or  in
comments filed on  the draft permit or
on  the notice  of  Intent to deny the
permit. The fact sheet accompanying
the permit will specify the reasons for
the Agency's determination. The ques-
tion of whether the Regional Adminis-
trator's  decision   was   proper  will
remain open for consideration during
the  public comment period discussed
under 1124.11  of this chapter and  in
any subsequent hearing.

[50 FR 883. Jan. 4. 1985}
  Emcrtvr D»Tt Note At 50 FR 663. Jan 4.
1985.  | 280.41 was added, effective July 5.
1985.


 Arnxoix I—OvtRvirw or SUBTITLX C
            REGULATIONS

  The Agency believes that there  are many
people who suspect, but are not sure, tnac
their activities are subject to control under
the RCRA Subtitle C rules. This appendix
is written for these people. It is designed to
help those who are unfamiliar with the naz
ardous waste control  program   determine
                                    344
                                  D-31

-------
Environmental Protection Agency
                        •art 260, App. I
with which. If any. of the regulations they
(hould comply.

         Definition of Sola Watte

  The tint question which  such a person
should aik himself is:  "Is the  material  1
handle a solid waste?" II the answer to this
question  Is "No", then  the material is not
subject to control under RCRA and, there-
tore,  the person  need  not  worry  about
whether he should comply with the Subtitle
C rules.
  Section 261.2 of this  chapter  provides  a
definition of "solid waste" which expands
the statutory definition of that term liven
in section 1004(27) of RCRA. This definition
U diagrammed in Figure 1 below.
  Figure  1  explains that all  materials are
either: (1)  Garbage refuse, or sludge:  (2)
solid, liquid, semi-solid or contained gaseous
material: or (3) something else. No materials
in the third category are solid waste. All ma-
terials In the first category are solid waste
Materials in the second category- are solid
waste unless they are one of the five exclu-
sions specified In | 261.4(a).

      Definition of Hatanlouj Waste

  11 a person has determined that his mate-
rial Is a "solid waste", the next question he
should ask  is1 "Is the solid waste I handle  a
hazardous waste?"
  Hazardous waste  is  defined  in  1261.3 of
this  chapter. Section 261.3 provides that, in
general, a solid waste Is a hazardous waste
II  (1) It  is. or contains,  a hazardous waste
listed In Subpart D of Pan 261 of this chap-
ter,  or (2)  the waste exhibits any of the
characteristics defined in Subpan C of Part
261  However. Pans 260 and 261 also  con-
tain  provisions  which exclude (|| 261.4(6).
260 20. and 260.22) certain solid wastes from
the  definition of "hazardous  waste", even
though they are listed in Subpan D or ex-
hibn one or more of the characteristics de-
fined In  Subpan C. Figure  2 depicts the
interplay of  these  special provisions with
the definition of "hazardous waste". It pre-
sents a series of questions which a person
should ask  himself concerning  his  waste
After doing so. the person should be able to
determine if the solid waste he handles is  a
hazardous waste.

      Hazardous Waste Regulations

  I!  this  is  the case, the person should look
ti Figure 3 Figure 3 depicts the special pro-
visions specified in  the  final Part 261 rules
lor hazardous waste which
1  Is generated  by a small quantn>  genera
  tor
I  Is or is  intended to  b* legitimately and
  ber.f !:c.alh usf-d  r» used recyclea or re
  claimed
3. Is a sludge, is listed In Pan 261. Subpart
  D, or ls a  mixture containing a  waste
  listed In Pan 261. Subpan D.
  For each of these Groups. Figure 3 indi-
cates with which Subtitle C  regulations (if
any) the person handling these wastes must
comply. Figure 3 also explains  that, if a
person handles hazardous waste which  is
not Included  In any one of the above three
categories, his waste ls subject to the Sub
title C regulations diagrammed In Figure 4.
  Figure 4 is a flowchart  which Identifies
the three categories of activities regulated
under the Subtitle C  rules,  and  the  corre-
sponding set  of rules with which people  in
each  of these categories must comply.  It
points out that all people who handle haz-
ardous waste are either (1)  Generators  of
hazardous waste.  (2) transporters of hazard-
ous waste. (3) owners or operators of haz-
ardous waste treatment, storage, or disposal
facilities, or (4) a combination of  the  above.
Figure 4 indicates that all of these people
must notify EPA of their  hazardous waste
activities  in  accordance with  the Section
3010  Notification Procedures  (see 45  FR
12"46 tt «o.). and obtain an EPA identifica-
tion number.
  It should be noted that  people handling
wastes listed  in Subpan O of Pan 261 who
have filed, or who Intend to  file an applica-
tion to exempt their waste from  regulation
under the  Subtitle   C  rules,  must also
comply  with  the notification requirements
of section 3010.
  If  a person generates hazardous  waste
Figure 4 indicates that he must comply with
the Pan  262 rules. If he transports  it.  he
must comply with the Pan  263  rules The
standards in  both these Parts are designed
to ensure, among other things, proper  rec-
ordkeeping and  reporting,  the  use of  t
manifest system to track shipments of haz-
ardous waste, the use of proper  labels  and
containers, and the delivery of  the »astr  to
a permitted treatment, storage, or disposal
facility.
  If  a person owns or operates  a facilu>
which treats, stores, or disposes  of hazard
ous  waste, the  standards  with  which  he
must comply  depend  on a number of  far
tors First of  all. if the owner or operator of
a ttorage facility is also the person «ho gen
erates the waste,  and the waste is stored  a:
the facility for less than 90 days for  subs?
quent shipment  off-site,  then the  person
must comply with f 262.34 of the Part 26:
rules
  All  other owners  or operators of  treat-
ment  storage, or  disposal  facilities must
comply with  either the Part 264 or the Pan
265 rules  To determine with  which of these
sets of  rules an ovner or  operator must
compl\. he must find out ahethe.* hu far:n
ty qualifies for interim sta'.ui To c-a;.!-.
the ouner or operator must  '!•  Ha-.t bper.
                                        345
                                       D-22

-------
Part 260, App. I

treating, storing, or disposing of the hazard-
ous waite. or commenced facility construc-
tion on  or  before October 21.  1976.  i2)
comply  with the Section 3010 notification
requirements,  and  (3) apply for a permit
under Part 270 of this chapter.
  If the  owner or operator hat done all of
the above, he qualifies for  interim status.
and he must comply with the Pan 26S rules.
These rules  contain administrative require-
ments, monitoring and  closure standards.
and an abbreviated set of technical and clo-
sure and post-closure  cost estimate require-
ments. The owner or operator must comply
with these standards until final administra-
tive disposition of his permit application is
made. If a permit is issued to the owner or
operator, he must then comply with  the
permit which will  be based on the Pan  264
rules.
          40 CFR Ch. I (7-1-«5 Edition)

  If the owner or operator has not carried
out the above three requirements, he does
not qualify  for interim status. Until he is
issued a permit for his facility, the owner or
operator must stop waste management oper-
ations (if any) at the facility, and send his
hazardous waste (if any) to a facility whose
owner or operator has interim status or to a
storage facility following the  Pan 262 rules.
  In order to apply for a permit, the owner
or operator must  comply  with the proce-
dures specified in Pan 270 of this chapter.
  It should be noted that the  Agency will be
periodically revising the  rules depicted in
Figures 3 and 4. All persons are encouraged
to write to  EPA to verify that the  regula-
tions which they are reading  are up-to-date.
To obtain  this verification,  contact: Solid
Waste   Information.  U.S.  Environmental
Protection Agency.  26 West St. Clair Street.
Cincinnati. Ohio 45268 (513) 684-5362.
                                        346
                                        D-33

-------
Environmental Protection Agoncy
                                                            Port 260, App. I
                            A.; l -i«t«ri»; >
o- i.jice
                      Sell-!.  Ii3-Jij,  §•-:-•-::••
                      contain«i  n»»*oui  materi
                      w»-icw  IS :
                        :.
                           purpose
                        3.
                          <261.4i«)
                              frori
                     under SCRA b«c»u««  it
                     on« 3f ^s« fcllowirg:
                   |  2. CVA ooiT.t  source  *:\
                     3. Irrioation  return 'lew
                   '  4. ATC source .
                     5   In iitu nininc  vatt*
                                   N'O
     «•  -ATrBIA^ IS A »-«A
     r«§«o«ttiv* cf w^et'n
      :.  -iitcar-1 it
      2 .  us*  it
      3.  r«u«« it
      4.  r«cycl« it
      5.  reclair it
      6.  start it or %cc'j-
         far  pjrpaos 1-5
                             you:
                                                              THi MATERIAL
                                     34'
                                    D-34

-------
Part 260, App. I
40 CFI Ch. I (7.1.85 Edition)
                                 c »T• pp •*
                                 3F
        -.-•  «3i.i wa
       i«2  frsr- rts^
       i«r  5261.4 D)
   'TS
   n  '»rt  261.  SuSo«rt "5.
   or  if  it i nxfjrt ""nt
      rsnmni * w»«ti
    lilted  in 5u5o»rt T'
                  VTS
                 r  -nix-
 tur« 5««n  cxcudcd  (ram
 -h«  li«t.»  v.-.  Su&pcrt  S
 ar }24i.3  m  tc=3rd*ne*
 -itn i»2«0.20  tnd  260. 22?
                                »ny  3;  t^« c^ar^etBrifticsi
                                   »o«cifi«'1 in ?trt  261.
                                	  Su^o»rt ~^         i
                                    YtS
                     rxt WAST'  :s
                  A "AZAJt-TS'-'S
                   (*•• !iaur«  1)
           THE WASTt IS
        SUBJECT TO CCNTRCZ.
         •JNDER SUBTITLE 2
         (if lard disooscdi
                                     348
                                      D-35

-------
f nvironmontol Protection Agoncy
                                                        Part 260, App. I
                                  TJPt  3
        THE WAS'S  IS ».
        HAZAJO^VS WASTE
        (fee fiaurc 2!
               YTS
 If it generated fey a
mall quantity generator
 at defined in «261.5?
                                      YtS
               NO
    It it or if it int»nd«d
    to b« 1tgitim»t«ly »nd
   b«n«;ici»lly us«d, r»-u««d.
    recycled, or reclaimed""
               YES
    If it a fludoe or 11 it
  lilted in Part 261, Subpart D
  or ii it a mixture containing
   a wait* lilted in Part 261.
          Suboart 2?
               YTS
  I- IS S'JBJTC- TC T«
   *EOUIREMEVTS WITH RCSPrCT TC
  ITS TPANSPOP.TATION 0» r"3»>0r
  - Notification under Section
  - Partt 262 and 263
  - Part 264, Subparti A through
  - Part 265, Subparta A through
                and G.H,I,J,«, L
  - Parts 270 ar.d  124
                                                   It it lub-eet to
                                                 the  eoec.nl  reauire-
                                                   menti of <261 . ^
                                             Th«r«*or«.  it  must  *^e
                                           intended  to be diicardcd.
                                             IT  IS  SUB.'TCT  •'f) T"
                                                     C »rr;ULAT:OK«
                                                    E"  :s r:c"^r 4.
                                              IT IS NOT SUBJTCT TO
                                                REGULATION UNDER
                                                   SUBTITLE C
                                    349
                                   3-36

-------
e
I

 a

















r

•r i*
it P »
* f 11 I
•' *' n L.
M 1 • 1 *!
<0 i* *' V
1 • 0 C.i
- « « O
M i» ii r *-t

o «• c <
1. t O L
r 'n ,, t. C
N i. n c
«| it M >. •• -4
j r t» •*• i« *
•s « -« i- *•

. • * f> in (
i <" •«

* l> S
* \'» U
n * it
j n *
1 It N
* 0 M
•1 *• P
t. (1 1
« *
II • '
JI
. « 1
' • M
rf

>
> i* * -^
C. O U J I- C H 0
* - > *' O *' V O * f
> 4 • 11 M *i ' i « t
• > W *L.«it-^COfli« «!
-i^-i -^ n " • • r n L « •« x i » »•
co" 4'** »•••-< »fj«.«no t*o
o»- /or n • ^ t I* • k< c*
X^ff .. .« fl p _, » ^ • .. U . - M »'
>^'« •• u e »» P o ( >4 • »»"No0*r' ^^*
M t, c: CL*-O*J-4«*f*Ut t3 > • 0
• « r»^L>»itP**o»
c t, o.t; * * • 4* -* P t • •• »* t* •'
Jn or o«cuoi*E«'-t*D»
« i/tf»'*ix**1**o'U|*/i'4*'*'*
u i, ii •
• j' p i* n
» • 4» r o o ••
I- -• 0 f <• 4
O 4' ». > 4» «O
in -* ^« L— • »• 	 j ri

» U !•-••• 4»
0 c 4 U it
f !• „ C- "J • «
n 4* o
i. » • f.
o c> »• ••
^ O »
« V) 41 » 1* 1
i. - •» 4- n »• %'
* f i* r "• 4» %* o r*
C • « c n »

*r * ' >• 3 ** • . *^
r o- * o c *» \ • 4>
c ^ • • -* 7^ *•
• ^ • L » <« fl
4' it o 41 n 

• » rt
O V f>*
c -N

r it
>* n

* r<
n 10
t» n
n _N ..
-,-- — -- / lt
r •»
• n.










,—
i
*-•
^'
• &
8 <
• l*>

O ***

i*
" Of
c
V ^Q


it u *J
o o m
** »* -o
w *< «
^ tJ
* • c
4' P t*
5" §
ri " a
•' O at
« «1

1. fct o"
s
1* ) r*
O t i

t* -«
T! " 3
S? 2
S S
n • 10
*~ f
i • r1 p
• *n
• • *
                                                                                                                                                  o
                                                                                                                                                  m
                                                                                                                                                  CO
ro

 I

Q

-------
                           B.   HAZARDOUS WASTE

                             PART 261

          IDENTIFICATION AND  LISTING OF HAZARDOUS WASTE
                            40 CFR 261
6060A

-------
Environmental Protection Agency

  •ART 261—IDENTIFICATION AND
  LISTING OF H' -AtDOUS WASTE
                               §261.1
*£i 1  Purpose and scope
«fl 2  Definition of solid waste
;6i 3  Definition of hazardous waste
«l 4  Exclusions
261 &  Special  requirements for  hazardous
   »aste generated by small quantity gen-
   erstors.
261 6  RequlremenU for recyclable materi-
   als
      Residues of  hazardous  waste  in
261
   empty containers.
      a— Criteria for Mwttifylnf th« Clwrac-
        •' M««f4««i  W»§»» «nrf l*r Lilting
261 10 Criteria for Identifying the charac-
   teristics of hazardous waste
261 11 Criteria for listing hazardous waste.

  Subvert C  O>»r»«t«rtittet »f Heserdevi
                Watt*

J61.20 General,
26 1 . 2 2 Characteristic of KniUblllty .
261.22 Characteristic of corroslvlty.
261 23 Characteristic of reactivity.
261.24 Characteristic of CP toxlctty.

   Suheert 0— r4*v« *•>*••

261.30 General.
261 31 Hazardous wastes from non-specific
  sources.
261.32 Hazardous  wastes  from  specific
  sources
261.33 Discarded   commercial  chemical
  products, off-specification species, con-
  tainer residues, and  spill residues there-
  of.

              APPENDICES

APPENDIX  I— REPRESENTATIVE   SAMPLING
   METHODS
Arrvnix II— EP   TOJCICITY  TEST PHOCE-
   OUftES
APPENDIX  III— CHEMICAL   ANALYSIS  TEST
   METHODS
APPENDIX IV— (RESERVED  POK  RADIOACTIVE
   WASTE TEST METHODS)
APPENDIX  V— (RESERVED  POR  INFECTIOUS
   WASTE TREATMENT SPECIFICATIONS)
APPENDIX  VI— {RESERVED  PO«  ETIOLOCIC
   Actrrrs]
APPENDIX VII— BASIS ro» LISTING HAZARD-
   ODS WASTE
APPENDIX VIII— ^AZARDOVS CONSTITVENTS
APPENDIX  IX-WASTES  EXCIVOCD  UNDER
   I! 260 20 AND 260 22
Sec
APPENDIX  X—METHOD or  ANALYSIS  FOR
   CLORINATED DISENZO-P-DIOXINS AND Di
   BENZOPURANS

  AUTHORITY: Sees 1006. 2002(ai. 3001 and
3002 of  the Solid Waste Disposal  Art  a.s
amended by the Resource Conser\auon and
Recovery Act of 1976. as amended (42 V.S C
6905, 6912, 6921, and 6922).

  SOURCE 45 FR 33119. May 19. 1980. unless
otherwise noted
         Svbport A—Gencrol

1261.1  Purpose and scope.
  (a)  This pan Identifies those solid
wastes which are subject to regulation
as hazardous wastes under Parts  262
through 265  and Parts 270. 271. and
124 of this chapter and which are sub-
ject  to the notification requirements
of section 3010 of RCRA. In this part:
  (1)  Subpart A  defines the  terms
"solid  waste" and  "hazardous  waste."
identifies those wastes which  are ex-
cluded  from  refutation  under  Parts
262 through 265. 270. 271 and 124 and
establishes  special  management  re-
quirements for hazardous waste pro-
duced  by  small quantity generators
and hazardous waste which is used, re-
used, recycled or reclaimed.
  (2) Subpart B sett forth the  criteria
used by EPA to identify  characteris-
tics of hazardous waste and to list par-
ticular hazardous wastes.
  (3) Subpart C identifies characteris-
tics of hazardous waste.
  (4)  Subpart O lists  particular  haz-
ardous wastes.
  (b)U> The  definition of solid waste
contained in  this part applies  only to
wastes that also are hazardous for pur-
poses of the regulations implementing
Subtitle C of RCRA. For example,  it
does not  apply to materials (such as
non-hazardous scrap,  paper, textiles.
or rubber) that are not otherwise haz-
ardous wastes and that are recycled
  (2) This part identifies only some of
the materials which are  solid  wastes
and  hazardous wastes  under Sections
3007. 3013. and 7003 of RCRA. A mate-
rial  which  is not  defined as  a solid
waste  in this part, or is not  a  hazard-
ous waste identified or listed  in this
part, is still a solid waste and a.  hazard-
                                     351
                                   D-;

-------
§261.2
         40 CFI Ch. I (7.1-45 Edition)
cms waste  for purposes  of  these  sec-
tions if:
  (i) In the cue of Sections 3007  and
3013.  EPA has reason to believe that
the material  may be a solid  waste
within   the  meaning   of  Section
1004(27) of RCRA and  a  hazardous
waste within the  meaning  of Section
1004(5) of RCRA; or
  Ui> In  the case of Section 7003. the
statutory elements are established.
  -
cled.
  (7) A material is 'recycled"  if it is
used, reused,  or reclaimed.
  (8) A material is "accumulated spec-
ulattvely" if  it is accumulated before
being recycled. A material is not accu-
mulated speculatively. however, if the
person accumulating it can show that
the material  is potentially recyclable
and has a feasible means of being recy-
cled:  and  that—during the  calendar
year (commencing on January  D—the
amount of material that is recycled, or
transferred to a different site for recy-
cling,  equals at least 75  percent  by
weight or  volume of  the  amount of
that material accumulated at the be-
ginning of the period. In  calculating
the percentage of turnover, the 75 per-
cent requirement is to be applied to
each material of the same type (e.g.,
slags  from a single smelting process)
that is recycled in the same way «-«-.
from which the same material is recov-
ered or that  is used in the same way).
Materials accumulating in units that
would be  exempt  from  regulation
under  I 261.4(c) are not be included in
making  the  calculation.  (Materials
that  are  already  defined  as solid
wastes also are not to be  included in
making the calculation.) Materials are
no longer in this category once they
are removed from accumulation for re-
cycling, however.

C4S FR 33119.  May 19. 1980. as amended at
48 FR 14293. Apr. 1. 1983: 50 FR 663. Jan. 4.
19851
  Ernc-tivt DATX NOTE At 50  FR 663. Jan
4. 198S. 1261.1(0 wu added, effective July
S. 1989.

1261.2  Definition of solid wajte.
  (aXI) A solid waste is any discarded
material  that is  not  excluded  by
i 261.4(a) or  that  is not excluded by
variance granted under } 1260.30  and
260.31.
  (2) A discarded material is any mate-
rial which is:
  (1) Abandoned, as explained in para-
graph (b) of this section: or
                                   352
                                   D-39

-------
f nvironm«ntol Protection Agvncy

  (ID Recycled, as explained in para-
graph ic> of this section; or
  din  Considered  inherently  watte-
like,  as explained in paragraph (d) of
tfiii section.
  (b) Materials are solid waste if they
are abandoned by being:
  (i > Disposed of; or
  (2) Burned or incinerated: or
  (3> Accumulated,  stored, or treated
(but  not recycled) before or in  lieu of
being abandoned by being disposed of.
burned, or incinerated.
  (c) Materials are solid wastes if they
are recycled—or accumulated, stored.
or treated  before recycling—as speci-
fied  in  paragraphs  (c)(l)  through
< 4) of this section.
  (1) Used  in a manner constituting
disposal, (i) Materials noted with a "•"
in Column 1 of Table I are solid wastes
when they are:
  iA) Applied to or placed on the land
in a manner that constitutes disposal:
or
                              §261.2

  (B) Contained  in products that  are
applied tf the land (in which case  the
product .t«elf remains a solid waste).
  (ii) However,  commercial chemical
products listed in i 261.33 are not solid
wastes if they are applied to the land
and  that is their ordinary  manner of
use.
  (2) Burning for energy recovery,  (i)
Materials noted with  a	in column 2
of Table 1  are solid wastes when they
are:
  (A) Burned to recover energy;
  (B) Used to produce a fuel:
  (C) Contained in fuels (in which case
the fuel itself remains a solid waste).
  (ii) However,  commercial chemical
products listed in I 261.33 are not solid
wastes if they are themselves fuels.
  (3) Reclaimed.  Materials  noted with
a "*" in column 3 of  Table 1 are solid
wastes when reclaimed.
  (4) Accumulated speculatively. Mate-
rials noted with  a	in column 4 of
Table 1 are solid  wastes when accumu-
lated speculatively.
                                  TMLE 1
                                         i   Utt
                                         , eantnuung
                                            12(0(1)1  <»1 2ICH2I)

                                             (i)       (2)
                                                              (31
&,j09*l (Mi»o m 4C C« Oil 2ti 31 or 321
SuogM wnenme * enwacwnttic o< ttuvaou* «**!•
                      I 3i or »l 321
B»-prooucu cinMinf • cnw
Commva* ctwmew proouctt MIM m «0 Cf* 1 2*1 33
Scrip m*u,
 •WIC —Tn« ttmt
  (d) /nfterently icaste-like  materials.
The  following  materials  are  solid
wastes  when they  are recycled in any
manner:
  < 1) Hazardous Waste Nos. F020, F021
(unless used as an ingredient to make
t product at the  site  of generation).
F022. T023. F026. and F028.
  (2) The Administrator  will  use  the
following criteria to add wastes to that
list
  (IKA) The materials  are  ordinarily
disposed of. burned, or incinerated: or
  'B1 The materials contain toxic con-
stituents listed  in  Appendix  V1I1  of
Part  261  and these constituents  are
not ordinarily  found in raw materials
or products  for  which  the materials
substitute (or are found in raw materi-
als or products in smaller concentra-
tions) and  are  not used  or  reused
during the recycling process: and
  (ii)  The  material may pose  a sub-
stantial hazard to  human health and
the environment when recycled.
  (e) Materials that are not solid waste
when recycled.  (1)  Materials are not
solid  wastes when  they can be  shown
to be  recycled by being:
  (U Used or reused as ingredients in
an industrial process to make a prod-
                                   353
                                   D-40

-------
§261.3
         40 CFI Ch. I (7-1-«5 Edition)
act.  provided  the  materials are  not
being reclaimed: or
   li)  Used or reused as effective sub-
stitutes for commercial products; or
  (iii) Returned to the original process
from  which they are generated, with-
out first being reclaimed. The material
must  be returned as a  substitute for
raw material  feedstock,  and the proc-
ess must use raw materials as principal
feedstocks.
  (2) The following materials are solid
wastes, even it the recycling involves
use.  reuse, or return to the original
process (described in paragraphs (exi)
(i)-(iii) of this section):
  (i) Materials used in  a manner con-
stituting disposal, or used to produce
products that are applied to the land:
or
  (ii)  Materials burned  for energy re-
covery, used to  produce a fuel, or con-
tained in fuels: or
  (iii)  Materials accumulated specula-
lively: or
  (iv)  Materials  listed   in  paragraph
(dxi)of this section.
  (f)  Documentation of claims  tfiat
material!  are not tolid  watte* or art
conditionally exempt from  regulation.
Respondents in actions  to enforce reg-
ulations implementing  Subtitle C of
RCRA who raise a claim that a certain
material Is not a solid waste, or is con-
ditionally  exempt   from   regulation.
must  demonstrate  that  there  is  a
known market  or disposition for  the
material,  and  that  they  meet  the
terms ot  the exclusion or exemption.
In doing so. they must  provide appro-
priate  documentation  (such as con-
tracts showing that  a  second  person
uses the material as an  ingredient in a
production process)  to  demonstrate
that the material is not a waste, or is
exempt  from regulation. In  addition.
owners or operators of facilities claim-
ing that  they  actually are  recycling
materials  must show that they have
the necessary equipment to do so.
(50 FR M4. Jan. 4. 1983]
  Errccrtvc DAT* NOT*: At 50 PR 664. Jin.
4. 1983. | 281.2 was  revised, effective July 5.
1985 (except Tor paragraph cei which wu ef-
fective December 20. 1984). For the conven-
ience of the user, the  superseded text is set
out o«low
1261.2  Definition of *olM wuu.
 (a) A solid watte is any garbage,  refuse
sludge or any other wute material which is
not excluded under I 291.4.
 (b) An "other wute material" Is any solid.
liquid, semi-solid or contained f aseous mate-
rial,  resulting from industrial, commercial.
minim or  agricultural operation*, or from
community activities which:
 cl) Is discarded or is  being accumulated.
stored or physically, chemically or biologi-
cally treated prior to being discarded: or
 (2) Has  served Its original intended  use
and sometimes ts discarded: or
 (3) Is a manufacturing or mining by-prod-
uct and sometimes is discarded.
 (O A material Is "discarded" if it is aban-
doned (and not used,  re-used, reclamed or
recycled) by being:
 (1) Disposed of: or
 (2) Burned or Incinerated, except where
the material is being  burned a* a fuel for
the purpose of recovering  usable energy: or
 (3) Physically, chemically, or  biologically
treated  It is listed In  Subpart  O and  hu
 not been excluded from the lists in
 Subpart  O under {§260.20 and  260.22
 of this chapter.
                                      354
                                      D-41

-------
fnvironmontol Protection Agency

  din it '. a mixture of a solid waste
•nd a hazardous waste that is listed in
Subpart D solely because  it exhibits
one or more of the characteristics of
hazardous waste identified  in Subpart
C  unless  the  resultant mixture no
longer exhibits any  characteristic  of
hazardous waste identified  in Subpan
C
  Uv) It is a mixture of solid waste and
one or more hazardous wastes listed in
Subpart D and has not been excluded
from  this  paragraph under 11260.20
tnd  260.22 of this chapter; however.
the following mixtures  of solid wastes
ind  hazardous wastes  listed In Sub-
part  D are   not  hazardous  wastes
(except  by application  of  paragraph
(»)<2) (i) or (11) of this section) if  the
generator  can  demonstrate that  the
mixture consists of wastewater the dis-
charge of  which is subject to regula-
tion  under either Section 402 or Sec-
tion 307(b) of the Clean Water Act (in-
cluding wastewater at facilities  which
have  eliminated the   discharge   of
wastewater) and:
  (A) One  or  more  of  the following
spent  solvents  listed   In   i 261.31—
carbon tetrachloride, tetrachloroethy-
lene.  trichoroethylene—provided that
the maximum  total  weekly usage of
these  solvents  (other   than   the
amounts that can be demonstrated not
to be discharged to wastewater) divid-
ed  by the  average  weekly  flow  of
wastewater into the headworks  of the
facility's wastewater treatment or pre-
tre&tment system does  not exceed  1
part per million: or
  (B) One  or  more  of  the following
spent solvents listed in i 261.31—meth-
ylene chloride.  1.1.1-trichloroethane,
chlorobenzene. o-dichlorobenzene. ere-
sols, cresylic acid, nitrobenzene, tolu-
ene, methyl ethyl ketone.  carbon di-
sulfide.  isobutanol.  pyridlne.  spent
c h i orofluorocarbon solvents—provided
that the maximum total weekly usage
of  these  solvents  (other  than  the
amounts that can be demonstrated not
to be discharged to wastewater) divid-
ed  by the  average  weekly  flow  of
ua&iewater into the headworks of the
facility's wastewater  treatment or pre-
treatment system does not exceed 25
parts per million: or
  'C) One of  the   following wastes
listed  in   1261.32—heat  exchanger
                             §261.3

bundle cleaning sludge from the petro-
leum  refining industry (EPA Hazard-
ous Waste No. K050); or
  (D)  A discarded commercial chemi-
cal  product, or chemical intermediate
listed in i 261.33. arising from de mini-
mis  losses of  these  materials  from
manufacturing operations in  which
these materials are used as raw  mate-
rials or are produced  in the manufac-
turing process. For purposes of this
subparagraph. "de mtntmu" losses In-
clude those from normal material han-
dling  operations (e.g. spills from the
unloading  or  transfer  of materials
from  bins or other containers, leaks
from  pipes,  valves or  other devices
used  to  transfer  materials);  minor
leaks  of process equipment,  storage
tanks or containers: leaks from well-
maintained pump  packings and seals:
sample  purglngs:   relief  device dis-
charges: discharges from safety  show-
ers  and rinsing and cleaning of person-
al safety equipment: and rinsate from
empty containers  or  from containers
that are rendered empty by that rins-
ing: or
  (E)  Wastewater resulting from labo-
ratory operations containing toxic (T)
wastes listed in Subpan  D.  provided
that the annualized  average  flow  of
laboratory wastewater does not exceed
one percent of total  wastewater flow
into the headworks  of  the  facility's
wastewater  treatment  or  pre-treat-
ment  system, or provided the wastes.
combined annualized  average concen-
tration does  not exceed  one part  per
million in the headworks of the facili-
ty's wastewater treatment or pre-treat-
ment  facility. Toxic (T) wastes used in
laboratories  that   are  demonstrated
not to be discharged to wastewater are
not to be included in this calculation.
  (b)  A solid  waste which is not ex-
cluded from  regulation under  para-
graph (aXI) of this section becomes a
hazardous waste when any of the fol-
lowing events occur:
  (1)  In the case of a waste listed in
Subpart D. when the waste first  meets
the  listing  description  set  forth  in
Subpart D.
  (2) In the case of a mixture of solid
waste and one or  more listed hazard-
ous wastes,  when a hazardous  waste
listed in Subpart  D is  first added to
the solid waste.
                                   355

-------
§261.4
         40 CFR Ch. I (7.145 Edition)
  (3)  In  the cue of my other  waste
(including a waste mixture), when the
waste exhibits any of the characteris-
tics identified in Subpart C.
  :
  (DA hazardous waste will remain a
hazardous waste.
  (2 Hi) Except as otherwise  provided
in paragraph (c)(2Xii) of this section.
any  solid waste generated  from  the
treatment,  storage, or disposal of  a
hazardous waste, including any sludge.
spill  residue,  ash.  emission  control
dust,  or leachate (but not including
precipitation  run-off) is  a hazardous
waste. (However, materials that are re-
claimed from solid wastes and that are
used  beneficially are not solid wastes
and  hence  are  not hazardous wastes
under this  provision unless  the re-
claimed material is burned for energy
recovery or used in a manner consti-
tuting disposal.)
  (ii)  The following solid wastes  are
not hazardous even  though they are
generated from  the treatment, stor-
age, or disposal of a hazardous waste.
unless they exhibit one or more of the
characteristics of hazardous waste: (A)
Waste pickle liquor  sludge generated
by  lime  stabilization of  spent  pickle
liquor from the Iron and steel Industry
(SIC Codes  331 and 332).
  (d)  Any  solid  waste  described  in
paragraph (c) of this section  is not a
hazardous waste if It meets the follow-
ing criteria:
  (1)  In the case of any solid waste, it
does not exhibit any of the character-
istics of  hazardous waste identified in
Subpart C.
  (2)  In the case of a waste which Is a
listed waste under Subpart D. contains
a waste  listed under Subpart D or Is
derived from a waste listed in Subpart
D.  it also  has  been  excluded from
paragraph  (c)  under if 260.20  and
260.22 of this chapter.

C49 FR 33110. May 19. 1980. M amended at
46 FR 56388. Nov. 11. 1981; M FR 1431*.
Apr. 11. 19*9)
  EiTtcrivt r-Ti NCTC At SO FR M4. Jan.
4. 19«5. and corrected at 50 FR 14219. Apr.
11.  1985.  1241.3(0(2) was revised, effective
/ul> S. 1965  For the convenience of  the
user the superseded text is set out betow:
                                       I :6I.J  Definition of huordoiu vatic.
  (O* • •
  (2X1) Except M  otherwise  provided  in
paragraph (cx2Hll> of this section, any solid
wast* icnerated from the treatment, stor-
age,  or disposal of  a hazardous vaste. in-
cluding any sludge,  spill residue, uh. emis-
sion  control  dust or leachate (but not in-
cluding precipitation run-off) Is a hazardous
waste.
  (11) The following solid wastes are not haz-
ardous even though they are  generated
from the treatment, storage, or disposal of *
hazardous waste, unless they exhibit one or
more of  the charactertstic* of  hazardous
waste: (A) Wast* pickle liquor  sludge  gener-
ated  by lime stabilization of  spent  pickle
liquor from the iron and steel industry (SIC
codes 331 and 332).
1261.4 Exclusions.
  (a)  Materials  which  are not  solid
wastes. The  following  materials are
not solid wastes for the purpose of this
part:
  (1X1) Domestic sewage: and
  (U)  Any mixture of domestic sewage
and other wastes that passes  through
a  sewer system to  a publicly-owned
treatment works for treatment. "Do-
mestic sewage" means untreated sani-
tary wastes that pass through a sewer
system.
  (2)  Industrial wastewater discharges
that  are point source discharges sub-
ject to regulation under Section 402 of
the Clean Water Act. as amended.
(Comment.'  This exclusion  applies only to
the actual point source discharge. U does
not exclude Industrial wastewaters while
they are being collected, stored or treated
before discharge, nor doe* It exclude sludges
that are generated by Industrial wastewater
treatment.)
  (3)  Irrigation return flows.
  (4)  Source,  special  nuclear or  by-
product  material  as defined  by the
Atomic Energy Act of 1954. as amend-
ed. 42 U.S.C. 2011 et  see.
  (S)  Materials subjected  to  in-situ
mining techniques which  are not re-
moved from the ground  as part of the
extraction process.
  <6)  Pulping liquors (i.e., black liquor)
that  are reclaimed in a pulping liquor
                                     356
                                     D-43

-------
|nvironm»ntol Protection Agency

recovery  furnace  and then reused in
the pulping  process,  u'-'.-ss it is accu-
mulated  speculative!}'  as defined in
I 261.Kc) of this chapter.
  (7>  Spent  sulfuric  acid  used  to
produce virgin sulfuric acid, unless it
u accumulated  ipeculatively  as  de-
fined in i 261.Kc) of this chapter.
  (b) Solid icastes which are not haz-
ardous wastes   The  following  solid
wastes are not hazardous wastes:
  (D   Household   waste,   including
household waste  that has been collect-
ed  transported,  stored,  treated, dis-
posed,  recovered  (e.?.. refuse-derived
fuel), or  reused. "Household  waste"
means  any  waste material (including
garbage, trash and sanitary wastes in
septic tanks) derived from households
(including single and  multiple resi-
dences,  hotels  and  motels,   bunk-
houses, ranger stations, crew quarters,
campgrounds, picnic grounds, and day-
use recreation areas).
  (2) Solid wastes generated by any of
the following and which are returned
to the soils as fertilizers:
  (0 The growing and  harvesting of
agricultural crops.
  (ID The raising of animals. Including
animal manures.
  (3) Mining overburden returned to
the mine site.
  (4) Fly ash waste, bottom ash waste.
slag waste, and flue gas emission con-
trol  waste generated primarily  from
the combustion of coal or other fossil
fuels.
  (5) Drilling fluids, produced  waters,
and other wastes associated with the
exploration,  development, or produc-
tion of crude oil. natural gas  or geo-
thermal energy.
  <6>(A).
(B) and (C) (so long as  they do not fail
the  test for  the charactristic of EP
toxicity. and do not fall  the  test for
any other characteristic) are:
  (A) Chrome (blue) trimmings gener-
ated by the following subcategories of
the leather tanning and finishing in-
dustry: hair pulp/chrome tan/retan/
wet  finish: hair  save/chrome  tan/
retan/wet finish: retan/wet  finish: no
beamhouse;   through -the-blue:   and
shearling.
  (B) Chrome  (blue) shavings generat-
ed  by the following subcategories  of
the leather tanning and finishing in-
dustry: hair pulp/chrome tan/retan/
wet  finish; hair  save/chrome  tan/
retan/wet finish; retan/wet  finish: no
beamhouse;   through-the-blue;   and
shearling.
  (C) Buffing dust generated by the
following subcategories of the leather
tanning  and  finishing industry:  hair
pulp/chrome  tan/retan/wet   finish:
hair   save/chrome   tan/retan/wet
finish;  retan/wet   finish:  no  beam-
house: through-the-blue.
  (D) Sewer screenings generated by
the  following  subcategories  of the
leather tanning and finishing indus-
try:  hair  pulp/crome tan/retan/wet
finish: hair save/chrome tan/retan/
wet finish: retan/wet finish: no beam-
house:  through-the-blue:  and  shear-
ling.
  (E) Wastewater treatment  sludges
generated by the following subcategor-
ies of the leather  tanning and 'finish-
ing industry:  hair pulp/chrome  tan
retan/wet  finish:   hair  save/chrome
tan/retan/wet    finish:    retan/wet
finish:  no beamhouse:  through-the-
blue: and shearling.
  
-------
§ 261.4
         40 CM Ch. I (7-l-t5 Edition)
tan/retan/wet  finish;  and through*
the-blue.
  (G) Waste scrap leather from the
leather  tanning  industry,  the  shoe
manufacturing  industry,   and other
leather  product manufacturing indus-
tries.
  iH> Wastewater treatment  sludges
from the production of TlOt pigment
using chromium-bearing ores  by the
chloride process.
  (7) Solid waste from  the extraction.
beneficiation and  processing  of  ores
and  minerals (including coal). Includ-
ing phosphate  rock and  overburden
from the mining of uranium ore.
  (8) Cement kiln dust waste.
  (9) Solid waste which consists of dis-
carded wood or wood products which
fails the test for the characteristic of
EP toxicity and which is not a  hazard-
ous waste for any  other reason if the
waste is generated  by persons who uti-
lize  the arsenical-treated  wood  and
wood products for  these materials' In-
tended end use.
  (c) Hazardous wastes which  are ex-
empted  from  certain  regulations.  A
hazardous waste which is generated in
a  product  or raw material  storage
tank, a  product or raw material trans*
port vehicle  or vessel, a product or raw
material pipeline, or in a manufactur-
ing process unit or an associated  non-
waste-treatment-manufacturing  unit,
is  not  subject  to regulation under
Parts 262 through 265. 270. 271 and
124 of this chapter or to the notifica-
tion requirements  of Section  3010 of
RCRA until it exits the unit in which
it  was generated, unless the unit is a
surface  impoundment, or  unless the
hazardous waste remains  In the  unit
more than  90 days  after the  unit
ceases to be operated for manufactur-
ing, or for storage or transportation of
product or raw materials.
  (d) Samples. (1)  Except  as provided
in paragraph (d)(2) of this section, a
sample  of solid waste or a sample of
water, soil,  or air.  which  is collected
for the  sole purpose of testing to de-
termine its characteristics or composi-
tion, is not subject to any  require-
ments   of  this  pan  or   Parts  262
through 267 or-Part 270 or Part 124 of
this  chapter or to the  notification re-
quirements of Section 3010 of RCRA.
when:
  (i) The sample is being transported
to a laboratory for  the purpose of test-
ing-, or
  (ii) The sample is being transported
back to the sample collector after test-
ing: or
  (iii) The  sample  is being stored by
the sample collector before transport
to a laboratory for  testing; or
  (iv) The sample  is being stored in a
laboratory before testing; or
  (v) The sample is being stored in a
laboratory after testing but before it is
returned to the sample collector: or
  (vi) The sample is being stored tem-
porarily in the laboratory after testing
for  a specific purpose  (for example.
until conclusion of a court case or en-
forcement action where further test-
Ing  of the sample may be necessary).
  (2)  In  order to  qualify for  the  ex-
emption  in paragraphs  (d>U> (1) and
(ii)  of this  section, a sample  collector
shipping samples to a laboratory and a
laboratory  returning samples  to a
sample collector must:
  (1) Comply with  U.S. Department of
Transportation  (DOT).  U.S.  Postal
Service (USPS). or any  other  applica-
ble shipping requirements: or
  (11)  Comply  with the  following re-
quirements if the sample collector de-
termines that DOT. USPS. or  other
shipping requirements do not apply to
the shipment of the sample:
  (A) Assure that  the following infor-
mation accompanies the sample:
  (J)  The  sample collector's name.
mailing   address,   and  telephone
number
  (2)  The laboratory's name,  mailing
address, and telephone number.
  (3) The quantity  of the sample:
  (4) The date of shipment: and
  (5) A description  of the sample.
  (B) Package the sample so that it
does not leak, spill, or  vaporize from
its packaging.
  (3) This exemption does not apply if
the  laboratory determines that  the
waste is hazardous but the laboratory
is no longer meeting any of the condi-
tions stated in paragraph (dxl) of this
section.
(45  FR 33119. May 19. 1980. u amended »t
45 FR 72037. Oct. 30.  1980: 45 FR 76620.
Nov 19. 1980: 45 FR 78531.  Nov. 25. 1980: 45
FR  80287. Dec. 4.  1980. 46  FR 27476. M»y
20. 1981. 46 FR 47429. Sept. 25. 19'... 48 FR
                                   358
                                D-45

-------
environmental Protection Agtncy

n-o3 Apr  1. 1983  48 FR 30115. June 30.
 Igi 49 FR 44980. Nox 13. 1984. SO FR 665.
j\n 4 1985. SO FR 14218. Apr 11. 1985)
 rrrrrrivt DATE Norr At 50 FR 665. Jan
  [98i. as corrected »l 50 FR 14219. Apr 11.
i«85 < 261.41*) (6) and (7) were added, ef-
     July 5. 1985.
1261-5  Special  requirements  for hazard-
   cm* »ait* generated b) imall quantiij
   generators.
   A generator is a small  quantity
ffnerator  in a calendar month  if he
generates less  than 1000 Kilograms of
Hazardous waste in that month.
  (t>> Except for those wastes identi-
fied in paragraphs (e) and (f) of this
section,  a small quantity  generator's
hazardous wastes are  not  subject  to
regulation under Parts 262  through
265 and  Parts 270  and 124  of this
chapter, and the notification  require-
ments of Section 3010 of RCRA. pro-
vided the generator complies  with the
requirements of paragraph (g) of this
section.
    If  a small quantity generator
generates acutely hazardous waste in a
calendar month in quantities greater
than set forth below, all quantities of
that acutely hazardous waste are sub-
ject  to regulation  under Parts  262
through 265 and Pans 270 and 124 of
this  chapter,  and the notification re-
quirements of  Section 3010 of RCRA:
  1 1 1 A total of one  kilogram  of acute
hazardous  wastes  listed in  ii 261.31.
261 32. or 261.33.
   2' A  total of 100 kilograms of any
rci.due or contaminated soil, waste or
                              § 261.5

other debris resulting  from the clean-
up of a spill,  into  or  on any land or
water, of any  acute hazardous wastes
listed in Ii 261.31. 261.32. or 261 13
  (f) A small quantity generator may
accumulate hazardous  waste on-site. If
he accumulates at any time more than
a total of 1000  kilograms of his haz-
ardous waste, or his acutely hazardous
wastes in quantities greater than  set
forth in  paragraph (eXl). or (e)(2) of
this  section, all  of those accumulated
wastes for  which the  accumulation
limit was exceeded  are subject to regu-
lation under  Parts 262  through 265
and  Parts 270 and 124 of this chapter.
and  the  notification requirements of
Section  3010  of  RCRA.  The  time
period of i 262.34 for accumulation of
wastes on-site begins for a small quan-
tity  generator when the accumulated
wastes exceed the applicable exclusion
level.
  (g) In order for hazardous waste gen-
erated by a small  quantity  generator
to be excluded  from  full regulation
under this section, the generator must:
  (1) Comply  with {262.11 of  this
chapter;
  (2) If he stores his hazardous waste
on-site. store it in compliance with the
requirements of  paragraph (f) of this
section: and
  (3) Either treat or dispose of his haz-
ardous waste in  an on-site facility, or
ensure delivery  to  an  off-site storage.
treatment or disposal facility, either of
which is:
  (i) Permitted under  Part 270 of this
chapter:
  (ii) In interim  status under Parts 270
and  265 of this chapter:
  (lii) Authorized to manage  hazard-
ous waste by a State with a hazardous
waste management program approved
under Pan 271 of this  chapter:
  (iv) Permitted, licensed or registered
by a State to manage  municipal or in-
dustrial solid waste: or
  (v) A facility which:
  (A) Beneficially uses or re-uses, or le-
gitimately   recycles or   reclaims  his
waste: or
  (B) Treats his  waste prior to benefi-
cial  use  or  re-use, or  legitimate recy-
cling or reclamation.
  (h) Hazardous waste subject  to  the
reduced  requirements of this section
may be mixed  with  non-hazardous
                                   359
                                  D-46

-------
   §261.6
         40 CPI Ch. I (7.LS5 Edition)
   waste  and remain subject to these re-
   duced requirement* even though the
   resultant mixture exceeds the quanti-
   ty limitations identified in this section.
   unless the mixture  meets any of the
   characteristics  of  hazardous  wastes
   identified in Subpart C.
     (i)  If   a  small  quantity  generator
   mixes a solid waste with a  hazardous
   waste  that exceeds  a quantity  exclu-
   sion level of this section, the mixture
   is subject to full regulation.

   C4S FR 76423. Nov. 19. IBM. as  amended at
   4« FR 34587. July 2. 1981; 48 FR 14294. Apr.
   1. 1983: SO FR 665. Jan. 4. 1985:  50 FR 1999.
   Jan. 14. 1985: SO FR 14219. Apr. 11. 19851
     Emcrtvi DATI NOTE At  50 FR 685. Jan.
   4. 1985. M corrected at SO FR 14219. Apr. 11.
   1985. | 281.5(O was revised, effective July 5.
   1985. Al 50 FR 1999. Jan. 14. 1985. I 261.5(e>
   (l)  and <2) were revised, effective July IS.
   1985. For the convenience of the user, the
   superseded text 1* set out below:

   12(1.5  Special  requirement!  for  haiardou*
       wwu  ftncmtd by imall quantity generator*.
     (c) Hazardous  watte  that Is beneficially
   used or re-used or legitimately recycled or
   reclaimed and that Is excluded from regula-
'   tion by  |261.6 1* not Included In the
   quantity determinations of this section, and
   U not  subject to any requirement* of thl»
   section. Hazardous waste that U subject to
   the special requirements of  I 26l.6(b) Is In-
   cluded in the quantity determinations of
   this section and Is subject  to  the require-
   ments of this section.
     (DA total of one kilogram of commercial
    chemical   products   and  manufacturing
    chemical intermediates having the generic
    name* listed In I 261.33(e). and off-specifica-
    tion  commercial chemical  products  and
    manufacturing   chemical   intermediates
    which.  If  they met  specifications,  would
    have the generic names listed In I 281.33. or any residue or con-
    taminated soil, water or other debris result-
    ing  from the cleanup of a spill. Into  or on
    any land or water, of any off-spectlflcatlon
    commercial chemical  produ  j or manufac-
    turing  chemical  intermediates which,  if
they met specifications, would have the i*
nertc names listed In I 261.33.
I 261.6  Requirement! for recyclable mate-
    rial*.
  (a)(l) Hazardous wastes that are re-
cycled are subject to the requirements
for generators, transporters, and  stor-
age facilities of paragraphs 
of this section, except for the materi-
als listed in  paragraphs  <2)  and
(ax 3)  of  this  section.   Hazardous
wastes that are recycled will be Itnown
as "recyclable materials."
  (2)  The following recyclable materi-
als are not subject to the requirements
of this section but are regulated under
Subparu C through C of Part 266 of
this chapter and all  applicable provi-
sions in Parts 270 and 124 of this chap-
ter
  (1)  Recyclable materials used  in  a
manner constituting disposal (Subpart
C);
  (li)  Hazardous  wastes  burned for
energy recovery in boilers and indus-
trial  furnaces that are not regulated
under Subpart O of Pan 264 or 265 of
this chapter (Subpart D);
  (111) (Reserved for used oil];
  (iv) Recyclable materials from which
precious  metals  are reclaimed (Sub-
pan  F);
  (v) Spent lead-acid batteries that are
being reclaimed (Subpart G).
  (3) The following recyclable materi-
als are not subject to regulation under
Parts 262 through 266 or Parts 270 or
 124 of this chapter,  and are  not sub-
ject  to the  notification  requirements
of Section 3010 of RCRA:
  (i)  Industrial ethyl alcohol that is re-
claimed:
  (tl) Used batteries (or used battery
cells) returned to a battery  manufac-
 turer for regeneration:
  (ill) Used oil that  exhibits one or
 more of  the characteristics of hazard-
 ous waste: or
  (tv) Scrap metal.
  (b) Generators  and  transporters  of
 recyclable materials are subject to the
 applicable requirements of Parts 262
 and  263 of this chapter and the notifi-
 cation  requirements  under  Section
                                          360
                                         D-47

-------
|f,vi,or»m»ntol Protection Agtncy

,n,o of  RCRA. except  as provided
  r»crapr>  of this section.
  riil) Owners or operate. - of facili-
  '      store recyclable materials are
                                   in
  r'uiated under all  applicable  provl-
  ,n« of Subparts A through L of Parts
I'M and 265 and Parts 270 and 124 of
%. c cnapter and the notification  re-
1'ii'irement   under  Section  3010  of
{LrRA  except  as  provided  in  para-
gon ia> of this section.
  i") Owners or operators of facilities
that recycle recyclable materials with-
out storing them before they are recy-
cled are subject to the  following  re-
tirements.  except  as  provided  in
naragraph (a) of this section:
  ID  Notification requirements  under
Sexrtlon 3010 of RCRA;
  ui) Sections 265.71  and 265.72 (deal-
mf with the use of the manifest and
manifest discrepancies)  of this  chap-
ter
(50 FR 665. Jan. 4. 1985]
  Bmerm DATI Nort:  At SO PR 60S. Jan.
4  1985. I 261.6 wat reviied. effective  July 5.
1(85 For the convenience of the user,  the
luperwded text U Mt out below:

I id S  Special  requirement*  for hazardous
   •utt which ii used. rr-uie4. recycled or re-
   cltined.
   of this section. a hazardous waste
• hich meeu any of the  followinc entena is
not subject  to regulation under Parts  262
through 265 or Paru 270.  271. and 124 of
this Chapter and U not subject to the noU/i-
canon   requlremenu  of Section 3010 of
RCRA until such tine a* the Administrator
promulgates regulations to the contrary
  ( 1 ) It  ts belnc beneficially used or re-used
or legitimately recycled or reclaimed.
  (2)  It Is  being accumulated, stored or
physically, chemically or biologically treat-
ed prior to beneficial  use or re-use or legiti-
mate recycling or reclamation.
  (3) It  U one of the  following materials
being used, reused, recycled or reclaimed in
the specified manner:
  u> Spent pickle  liquor which is reused in
wastewater treatment at a facility holding a
National Pollutant Discharge Elimination
5>stem U)  Any hazardous waste remain-
ing in either (i) an empty container or
(ii) an Inner liner removed  from  an
empty container, as  defined in para-
graph (b) of this tection. is not subject
to regulation under Parts 261 through
265, or Pan 270 or 124 of this chapter
or to the notification  requirements of
Section 3010 of RCRA.
  (2) Any hazardous waste in either 
-------
§261.10

  (B)  No more than 0.3 percent  by
weight of the  total capacity of  the
container remains in the container or
inner  liner if the container  is greater
than 110 gallons in size.
  (2) A container that has held a haz-
ardous waste that is a compressed gas
is empty when the pressure in the con-
tamer approaches atmospheric.
  (3) A container or an inner liner re-
moved from  a container that has held
an  acute hazardous waste  listed in
if 201.31. 261.32. or  2«1.33(e) is empty
if:
  (i) The container  or Inner liner has
been triple rinsed using a solvent capa-
ble of  removing  the commercial chemi-
cal product  or  manufacturing chemi-
cal intermediate:
  (li) The container or inner liner has
been cleaned by another method that
has been shown In the scientific litera-
ture, or by tests conducted by the gen-
erator, to achieve equivalent removal:
or
  (lii)  In the case of a container, the
inner  liner that prevented contact of
the commercial chemical product or
manufacturing chemical  intermediate
with the container, has been removed.
[45  PR 78529.  NOT. 25. 1980. u Amended at
47 FR  36097.  Au«. IS. 1982: 41 FR  14294.
Apr. 1.  1983; 50 FR 199*. Jan. 14.  19851

  ErrccTive DATE NOTE At 50 FR 1999. Jan.
14.  1985. ]26l.7 A container  or an inner liner re-
moved from a container that ha* held any
hazardous waste, except  a waste that Is a
compressed cat or  that  Is  identified in
I 281.33(0 of this chapter. Is empty if:
  (3) A container or an inner liner removed
from a container that has held a hazardous
waste identified In I 281.33CO of this chap-
ter is empty If:
         40 CFR Ch. I (7-1.15 Edition)

Subaart  •—Criteria for  Identifying
  the  Characteristics  of  Hazardous
  Wasta  and  far  Lilting Hazardous
  Wasta

I 381.10  Criteria for identifying the ch«r-
    acteriitlct of hazardous waste.
  (a) The Administrator shall identify
and define a characteristic of  hazard-
ous waste in Subpan C only upon de-
termining that:
  (DA solid waste that exhibits  the
characteristic may:
  (1) Cause, or significantly contribute
to.  an increase in mortality or an in-
crease in serious irreversible, or inca-
pacitating reversible, illness:  or
  (11) Pose a substantial present or po-
tential hazard to human health or the
environment when it  is  improperly
treated,  stored, transported, disposed
of or otherwise managed: and
  (2) The characteristic can be:
  (1) Measured by an available stand-
ardized test method which  is reason-
ably within the capability of  genera-
tors of solid waste or private sector
laboratories that are available to sene
generators of solid waste: or
  (ii)  Reasonably detected by  genera-
tors  of  solid  waste   through  their
knowledge of their waste.

I2<1.11  Criteria  for  listing  hazardous
    wastt.
  (a)  The Administrator  shall Ii5t  a
solid waste  as a hazardous waste  only
upon determining that  the solid aaste
meets one of the following criteria:
  (1) It exhibits any of the  character-
istics of  hazardous waste identified in
Subpart  C.
  (2) It has been found to be  fatal to
humans in low  doses or. in the absence
of data on human toxicity, it has been
shown in studies to have an oral LD 50
toxicity  (rat) of  less  than 50 milli-
grams per kilogram, an inhalation LC
50  toxicity  (rat)  of less than  2 milli-
grams per liter, or a dermal LD 50 tox-
icity  (rabbit) of  less  than  200 milli-
grams per kilogram or is otherwise ca-
pable of causing or significantly  con
tnbuting to an increase in serious irre-
versible, or  incapacitating  reversible.
Illness.  (Waste listed  in accordance
with these  criteria  will be desi*ruted
Acute Hazardous Waste )
                                    362
                                 D-49

-------
Invironmental frotactian Agency

  5  it contains any of the toxic con-
 .[tuents   listed  in   Appendix   VIII
f      after  considenng  any of  the
          factors,  the  Administrator
 p        that  the waste  is not  capa-
*> of posing  a substantial present or
 o'fntiai  hazard to human  health or
fn*   environment  when  improperly
treated,  stored, transported  or  dis-
•tosfd of. or otherwise managed:
  iii  The  nature  of  the toxicity pre-
     d by the  constituent.
     The concentration of the constit-
uent  in the waste.
  nil) The potential of the constituent
or any toxic  degradation product of
tne  constituent  to migrate  from  the
«as:e into the environment under the
tvpes of improper management consid-
er? d  in  paragraph  (a)(3)
are hazardous  under the definition of
hazardous   waste found   in  Section
1004(5) of the Act.
  (c) The  Administrator will use the
criteria for listing specified in this sec-
tion to establish the exclusion limits
referred  to in i 261.5(c).

    Subpart C—Characteristic! af
          Hazardous Was 18  1980. at amended a:
48 FR 14294. Apr. 1. 1983}
                                   363
                                  D-50

-------
§ 261.21
         40 Ctt Ch. I (7-1^5 Id it ion)
9 261.21  Characteristic of ignitability.
  (a) A solid waste exhibit* the charac-
teristic of ignitabllity if a representa-
tive sample of the waste has any of
the following properties:
  (1) It is a liquid, other than an aque-
ous solution containing  less than 24
percent alcohol  by  volume  and  has
Hash  point  less than 60'C (140'F). as
determined   by  a   Pensky-Martens
Closed  Cup Tester,  using  the  test
method specified in ASTM Standard
D-93-79 or  D-93-80 (incorporated by
reference, see i 260.11). or a Setaflaih
Closed  Cup Tester,  using  the  test
method specified in ASTM Standard
D-3278-78 (Incorporated  by reference.
see i  260.11). or as determined  by an
equivalent  test  method  approved by
the Administrator  under  procedures
set forth in if 260.20 and 260.21.
  (2) It is not a liquid and Is capable.
under standard temperature and pres-
sure,  of causing fire through friction.
absorption of moisture or spontaneous
chemical changes and.  when ignited.
bums  so  vigorously and persistently
that it creates a hazard.
  (3) It is an ignitable compressed gas
as defined in 49 CFR 173.300 and as
determined  by the test methods de-
scribed  in that regulation or equiva-
lent test methods approved by the Ad-
ministrator under || 260.20 and 260.21.
  (4) It is an oxidizer as defined in 49
CFR 173.151.
  (b)  A solid waste that exhibits the
characteristic of ignitability. but is not
listed as a hazardous waste in Subpart
D.  has the EPA  Hazardous   Waste
Number of D001.
(45 FR 33119, May 19. 1980. w amended at
46 PR 3SZ47. July 7. 19811

1 261.22  Characteristic of corrosivity.
  (a) A solid waste exhibits the charac-
teristic  of corrosivity If  a representa-
tive sample  of the waste has either of
the following properties:
  (1)  It is aqueous  and  has a pH less
than  or equal to 2  or greater than or
equal to 12.5. as determined by a pH
meter  using  either  an  EPA  test
method or an equivalent test method
approved  by the Administrator  under
the procedures  set forth in 55260.20
and 260.21.  The  EPA test  method for
pH is specified as Method 5.2 in 'Test
Methods for the Evaluation of Solid
Waste.  Physical/Chemical  Methods
(incorporated   by   reference,   see
1260.11).
  (2) It is a  liquid and corrodes steel
(SAE 1020) at a rate greater than 6.35
mm (0.250 inch) per year at  a test tem-
perature of SS'C (130'F) as determined
by the test method specified in  MACE
(National Association of Corrosion En-
gineers) Standard TM-01-69 as  stand-
ardized in "Test Methods for the Eval-
uation  of  Solid  Waste.  Physical/
Chemical  Methods" (incorporated  by
reference, see  §260.11) or  an equiva-
lent  test method approved by the Ad-
ministrator  under the procedures set
forth in ii 260.20 and 260.21.
  (b) A solid waste that exhibits the
characteristic of corrosivity. but is not
listed as a hazardous waste  in Subpart
O.  has the EPA Hazardous   Waste
Number of D002.

C4S FR 33119. May 19. 1980. u amended *c
48 PR 33247. July 7. 1981)

i 261.23  Characteristic of reactivity.
  (a) A solid waste exhibits the charac-
teristic of reactivity if a representative
sample of the waste has any of the fol-
lowing properties:
  (1) It la normally unstable and read-
ily undergoes violent change without
detonating.
  (2) It reacts violently with water.
  (3) It  forms potentially explosi\«
mixtures with water.
  (4) When mixed with water, it gener-
ates toxic gases, vapors  or  fumes in a
quantity sufficient to present a danger
to human health  or the environment
  (5) It is a cyanide or sulfide bearing
waste which, when exposed to pH con-
ditions between 2 and 12.5. can gener-
ate toxic  gases, vapors or  fumes in a
quantity sufficient to present a danger
to human health  or the environment
  (6) It is capable of detonation or ex-
plosive reaction if it is subjected to a
strong initiating  source  or if  heated
under confinement.
  (7) It is readily capable  of  detona-
tion or explosive decomposition or re-
action at standard temperature and
pressure.
  (8) It is a forbidden explosive as de-
fined in 49 CFR  17351. or a Class A
explosive as defined in 49 CFR 173 53
                                    364
                                  D-51

-------
.ov,ronm«ntol Protection Agency

 r a class B explosive as defined in 49
     I7388-
     A solid  waste that exhibits  the
  .vactenstic of reactivity, but is  not
  -Vd a.' a hazardous waste in Subpart
   has  the  EPA Hazardous  Waste
        f D003.
» ;fil 24  Ch«r«ct*riitic of EP loxicuj.
  , gi A solid waste exhibits the charac-
,rr,«;ic of EP toxicity if. using the test
mrthods described in  Appendix II  or
,Curvalent methods approved by the
Administrator  under  the procedures
Tn forth in  15260.20  and 260.21. the
extract from a  representative sample
Ol the waste contains  any of the con-
taminants listed in  Table I  at  a con-
rr ni ration equal to or greater than the
respective  value given  in that  Table.
Where the waste contains less than 0.5
percent  filterable  solids, the   waste
itself. after filtering, is considered  to
IK the extract for the purposes  of this
lection.
 (b) A solid waste  that exhibits the
characteristic of EP  toxicity, but is not
luted as a hazardous waste in Subpart
D  has  the  EPA  Hazardous  Waste
Number specified in  Table I which cor-
responds  to the toxic  contaminant
     g it to be hazardous.
                             §261.30

TABLE I—MAXIMUM CONCENTRATION OF  CON-
  TAMINANTS  FOR  CHARACTERISTIC  OF EP
  ToxiciTt—Continued
EPA
nui'oovt
••tit

DOie

0017


Co«!*m*n»nt

2 «<3 (2 4.QicniO'opn*nofVtc*
tic icidl
2 4 4 TP S*v*i (245 Tnchlo-
roo»*'>eiyp'ooien< todi
M«i-"j-
liO"
tw Mf
100

1 C

TAB.E i— MAXIMUM CONCENTRATION OF CON-
  TAWSANTS  FOR CHARACTERISTIC  OF EP
    SubpoH D—Litti of Hazardout
               Waitoi

8261.30  General.
  (a)  A  solid  waste  is a  hazardous
waste if it  is  listed  in this  subpart.
unless it has been excluded from this
list under if 260.20 and 260.22.
  (b)  The Administrator will indicate
his basis for listing the classes or types
of wastes listed in this Subpart by em-
ploying  one or more of the  following
Hazard Codes:
igmaei* wtrt                          m
Conoiw* WMU ......              ic
KMC«V* WMI»      .   .                 (A)
EP TOIK Wui«          .                (E:
ACUM HufOoui WMW  .                   (-•
 «.*. ... .
  ,* ',
  •V— <
V;-'
         $»<•'
         E-wn-   i!.2 3 < '0 tO-n«««:i-
          wo i T^oon
          1 4 41 i 6 7 I U-OClllyOro
          1 4
-------
§261.31                                                      40 CF*  Ch.  I (7-1-85  Edition)

.43 FR 33 119.  May 19. 1980. u amended it    8:8130  General.
;8 PR U294. Apr  1.  1983. SO FR 2000. Jan.
M. 19851                                                 .....
-•u.v 15.  1985  For the commence  of the      u,on Um    for
•«er. the superseded text is set out below       Mti0i,Sf,ed ;n j 261.5 (Reserved)
9 261.31   Hazardous wait** from non-specific sources.
  The  following  solid  wastes  are  listed  hazardous  wastes  from  non-specific
sources unless they are excluded under §§  260.20 and 260.22 and listed in Appen-
dix IX.
                                                    -aiaroou* .••<•
  POO'                   Th« following  went Kaiog*nateo totvenu JIM  in Mgreeamg  tetracnioroetrvene
                        '   tnc«oro*m>i«n*  memyi*ne tniond*  ' ' i .tnenwroeman* carton letraemonoa
                        ,   ana emonnatM Huoroearton*. and nudg** irom me recovery  ot inn* torvema m
  P002                 . , Th« tonowing tpent natogeweted «orvent* twrecnwroemytene  ^emyiene cmnnde
                           tnenieracmyww  1 1 1 .tnemerMixtn* cnieroMnicn* t i 2 tncraoro-i 2 2 m«uor-
                                                                             na th« tun oonomt
                           from in* r«cev«v oi m«M «oi»«m»
  BQ03                   Th« lolloping ie*m nen-n«W9«'i«i«a (Ciowm. iyKn« tenon*, cmyi tccuw  «">yt  I'l
                           M»nn«. *mr< •«M' "KiByi  toouiyi IMOTK.  n-euiyi ueonoi. cyoenncnen*. «no
                           T\«tn«noi and in* »uii oonomt from in* recovery a< m*«* m»*nu.
  F004                   Th* 'oiioving  »*nt  non-n«iog*n(t*e  «ei«*nia.  ermoif and crnytc aoo. and  i*n
                           "i* >oiio«ing to*ni non-nwooatatM *o<«*mt iwu*n* m*myi *my< taton* caroo"  {i
                           diauitid* •aoeuianoi. and pyndin*. and m* <«« bonomt from m* '*eev*n; o< inaa*
  coot                   waitaviiar  trwtmart MuOgn  
                        I   anc-aunnin ptaong on carton «**i. |S| cw*nng/Maaona                -a  n
  CQO«                  . Plating ban ratama com in* eonom o) cuaung oamt irom awevoeiaiing oD*ta»efl«   a  ">
                        '   «m*>* oandaa ara utad •> m* orocata
  eoo«                   So*m (tneBing and ciaanmg oam «onjion« irom «*evoe»ra   "  1
                           cyanoai ar* uaad m m* procata
  C010                   Qu*ncn«g bam ra*du*a from M bam* rrem rn*tat -aat iraanng ooarauona »n*ra  >q  r'
                           ctandaa ara uaad  pe*ncide aenvaiiva* iTN* »img 30** not .nciud*
                           oeite* irom m*  production o< «*iacnioroon*n*  irom -^ruy punri*d 2 4 }•
                        '   rnenioroonenoi I
  C021                  Wa*t*a leicapt •attewawr and ip*ni  carton irom *yorooen  crioroa 3um«anoni
                           from me production or  lanu'actunng UM i« a 'aaciali ;-«"'C* -"arr-aoiata or
                           component enol   3r  31
                           uaad to produce 
-------
fnvlronm«ntol Protection  Agency                                              § 261.32
                                                                                        HUI'C
                                               Ha»roou« •>•>!•                             cgot
                      WIIIM taicop1 »a»i»*ai»' and w*r  <*on from Kyarjg*"
 '-•"•                  from mt manutactunng UM tat • ••acuini  cn*mc«i mtormaoiaia or component m
                       • lormmawng proccu)  el Wlra  p*nta   or h*iacMoroo«ra*n*t unar  awaun*
                     •  cananont
                      WHIM ittcaot •uiawaw and ap»m careen from hydrag** cttono* purrheai.cn I
 '-•'                   from ma product^" o' nujlonala  an oau«monl promouHy UMO IO> m* produCtron
                       or manufacturing UM (at a roactam  enomui m*m«nn  or comeonom n  •
                       lormulaiing proemtl ol  tn and MtrtcNorppnonoii (Trui Mimg aoa» not mciuOa
                     |  vaitat from oaupmcnt  UMO onty lor tna praduewn or UM 01 i
                       from nigniy punliod 2 « 5-lneMoiopnorx>l I
                      w«it»> iticop\ •aitcwatw ano ap*nt canjon from nyaroa*" cmena*
 ' "•"                  from 9» production o> maionait on oouvmoni promouaiy uaod lor m* i
                       n) UM (at a r«aetam  enomicai >MrmorMt«  or  eempenoni n a
                     i  prKau) o* i»u»- pom*  o> rmacworoMnton* unoor anuwna condn«n>
                     I Oocaroao unuaad tormuUlion* containing  In-  Mva  or pomaenieropnonoi or OH  (HI
 ' -"                 I  ewoad unuMd rormuUtioot coniammg compounet donvod from moM eniereo««n •
                       oil (ThF» Mtmg doat noi ncme* tormuUJ1«m eonuvnmg Hoiaenrorepnont iytn»-
                       aaad from propurHiod 2 * S-mernoropnonoi ai m* aew componom I
    ,                 Mouduai nMuKing from m* nenoration or  Vwmai frMtmom of ton eontarwiaiod  (T)
  ^                   «m EP» Huaroou* Wa»ia Hot  fOX FO2V *022 ?023 FO2C and FQ2?



 K  TO 4617  Jan 16. 1981. as amended at 46 FR 27477. May 20. 1981. 49 FR 5312. Feb 10.
 9M 49 FR 37070. Sept. 21. 1984. 50 FR 665. Jan. 4. 1985. 50 FR 2000. Jan  14.  19851
  rrrtmvr DATI NOTE  At 50 FR 665. Jan. 4.  1985. the hazardous waste listings  for  FOOT
rooB F009. F010. FOIL and F012 were reMsed. effective July 5. 1985 At 50 FR 2000. Jan 14.
i«!i the hazardous waste lutings  for F020. F021.  F022. F023. F026. F027. and F028  were
tddrd.  effective July 15. 1985. For  the convenience of the user, the superseded text  is set
out  below

12f 1.31  Hazardous wastes from non-specific sources.
                      SM^t  cy*n«« puling Mm  lOWMnt from •wcirepuuog opcinoni i«tc*oi  
                        VKOM rntuii ««cvc«iiiinf ip»ni cytnot pujtmg Min toiulionti
                      Pwnnj o»ii  tmaon from m* bonom at pujtmo, o»m» from •wcvooKimg ao»'ition»  (P  TI
                        •net ntnan •>• uMd «i fft* preen* wmpt lor praeou* m*ui> •wciropuung
                        PMtmg Mtr\ iiuOJOH)
                      Sp*m  tumu»n) »na eninxg  Mm tomtont from «»e»OBiiiing op*r*i«n< «»wt  :"  T
                        OffcOn •" uMd m tn« proem l«c«p< tor pntoout mrntu •"•ciropurtoj ip«nt
                        •mcong and cMnme; Mm toutionti
                      Oucncnmt Mir MuOM from oi>  Mint from m«U' »••: n**trnf op*r«liont >n«r»  (X  T,
                        cy*n««>  *r» uMfl  m  in*  proettt  (*>c«p<  lor pnKiOvrt rVMI«>l  rHMi-VMting
                        outnong Ml* DuOon)
                      Spent  er*n«* toWMnt  from MH Mm pel doming from mm*  rt*i' trcann;  IB  "•.
                        eo*r*tion< (new. lor pr«et «n« •  .T,
                        cyiniMt  «r* UMC  m  m*  rxocnt i*>eop<  io>  procioui  m«i|it  n*f !'•«: ^5
                        gwcncnmg •••town*' rr«»im«^i
' 261. 32   Hazardous »aile» from specific sources.
  The  lollou'ing solid wuies are listed hazardous wastes from  specific  source;
ur.iess they are  excluded under  H  260.20 and 260.22 and  hsied m Appendix  IX.
                                                    — t— o' »•»'«»*•
                                            36
                                         D-54

-------
                                           ss-a
                                            89C
  u'
  u'
  u'
      ic uousncoje MI ir pet
  U'

  u'
  u.1
  u'
   a'

   u'
   u.1
   U.'
   u.'
   U.'
   u.'
                         titiouo ;   ouxuxxe *ui won topnit wowinu j
               uonxwoio *it«og« ic euOduii Put DUUMI* MI won *it»»i«tv

     uoiotmtic 10 uonwojfl MI u> uontiimic uontwtiaoi *u*moi won twouae. IMS
           tlOtO»J3 |0 M09>«0jd Ml V PtltltvOt MOpnit WMaten JOIIMIttM
                                                        tIMOJOUU
ie  uoosncoifl MI ui oituuoiui  OUVBJOM9 Mi won  *e<*u3t* jodduii wnnstA
                                                        •UIPJOM9
ic  uoaanooje tui u< tutvnuMooOOJOiuMitx to uett«i| MI won tpNOt  *irj
   UJ
   UJ
   UJ

   u.1
 L d1
   u.'
   UJ
   UJ
   UJ
   UJ
   UJ
   u.1
   UJ

   UJ
                                                    put «
                                                    Mt
                                                             HttM
                 tuteioua 10 wounooje »«i won toem
         pot MApoan put vnSM I" uouneeid MI ui peitautll WM 0npud-«| ;

   uousnooie tuuoiu: v iwuaja mi 'unutw MI won t6o"«« MOWIMJI i*it*«iitiw
                       UOU'VOJd tyUOW9 U1 MOOwt MudVJO fluWI MO3OJO  i
 «: iu6t«i«t• uo«*3a*4u pntuuOHO
                                  pttn MW t< euuq
                       i tttieid tn u*ooioiu: to uonanooje MI wen tweuoe uwrnoa uettueuatn » uonmto '
     uoc|X^ooJ3 tumutitutimoeaiw wen etiuoute twttat joiMMira* ptwewoo
            •>M>UI 10 uocunccx MI wen uoaatant OUWM wen t*npn*< tttmy !
       •u*i«uwojoiu3u 10 uouneaid
    •uMMOJOVM-n i 10 ueuneeid MI u< joddin wtmt i*vo« «« won <

•JOIUMA-I 11 10 uounpeid  MI » leptoj joituuowooaUn MI won HAmto iuod$ {
                           M ii«Mi «o uounpojd MI wen Mti MI I
  tutiuoe. 10 uenau MI «« MttueoeAiu 10 uounpejd MI won IWOUOQ uontuouc '
     *u»iAi-ouuo won *«iu»*uiit anwud 10 uonaneojd MI wen twouoa uoatmtiQ '
    Mouu^ouuo won tpio^uut MMWO 10 uouneejd MI won «P"» wfc uonwtiQ
     Mvitwuotu we« toupAuut Mtvaud to uowvaid MI wen twesog ueatMtio |-
    Mtnuwdtu wen •n**a>» »Mwe to uewnpojd MI wen teuo wbi uettMtio j
        Miwno won Momt/ieuMd 10 uounpoid M> wen MI wouos ueatMXQ |
          uOBJoeoje temvptweienii won tn»» *i*m tuowtut niedt tneoBpy I -
   U.
   U.'

   UJ
   U.I
   u.1
   u.1
                                                      >»
                                                ) MI won twouoq us
                                          lowvuoipal MI wen tweuof
                                            •it MI wen ww«t wovof I••
                                               i MI wen wttai wouofl •
           tuovWit won teiiutpiDtat ie uownpeid MI wen we *P* uemo»o '"
            tutvWtt won •Muepmtst 10 uounpejd MI wen tuieuoo ueMntiQ j

               Butw&a u*tj( WBO MiOM9 ie uounpeio MI won tnotn UMQ
           tii»*>6« *>>a ua> IB uewnpojo MI won teo"ii IUMOMJ »it«»ittw '

              tone twOM3 10 uounpoid MI won topon tuMattA jtitooittM
       •iu*w&« UMJ{ MMAO (0 uowneoJd Ml won •ocmt IUMUMJI jntaowtMt '
          iwtxioio •OMO« 9ua ie uowwejd MI wen topnn wMatM j»it««iti«
    tuttuftio t6uuo titpeAiOu 10 ueunpojO MI won topnn wtuattn j*it«*mv

 •outjo out •on*' twOMj IB uowwoje MI won toprw tuMan« joitiMittM ;
        ecox
        KOx

        •COX
        SCOX

        ZtOx

        »€0x

        CCOX
        {COx
        i C0»
                                                                                          Mix

                                                                                          UQ*
                                                                                    UOX
                                                                                   MMftjOTJ
         •MX
         cwx
         UOX

         UOX
         UOV

         CZOx

         CtOX
         ROX
         izox
                                                                                           UOX
                                                                                           CiOx
                                                                                           UOX
                                                                                           OiOx
         (MX
         iOflx

         •OCX
         SOOX
	     »oox
         COOX

         roc*
IWOwOiO MJtftjOu
 KX:
tun-

-------
|(,vir«nm«ntol  Protection Agency                                       § 261.33
                         K» 0> •tWWUO* rmdum Mm »>• »»I*»UO" 0< Mtftcn«XOO*n>»n« •> l"» (Ti
 • ••                p>oauci«" o" J « 5 T
                   2.»-Oie^4o'9P^»9i ••«• »om m« proouewn 01 2 4-D                     T,
 • •                umrMIM will»««l»' «>om m* proouctor 01 2 «-0                        t~

i .--<'"             yynivMir kMtm«ni duoots "o»< »• m«nu«i  IR.
 • '*               So*"' CfW TO^ m* VMimont o< m*Mw«ir eenttmmg «pio»iv«>            1°'
 1 *'              ' wuiMti*- VMtmcm iiuagct "om m* rMnm«eiunng lemnMiion »na i        ~
 • •*'                iMO-MWd mutmg compound!
                  ' PMi'fM WW*> from TNT o
                            neukon n m* wvowum f«i««ng «du«ry  . .         m
                   Sloe •> »mui«ion •»*» *em m» pmrowum r»iii»nj xauttry                  (Ti
                   HMt •icnmgc bundw ewcnng UuOg* ttam vw MtreMum rctmnf mduliry       (T)
                           r iwog* fon> m* wvowum Ktnng nautvy    .               m
                                                                           (C
                   Em too" eontro' Oui'.'Vuog* "O" Meonocy Mta owning                  r
                   WIIK »«c>% Huiio- "am sc>a iMenmg o' •minor convo> dusi'Muag* iro>r rr,
                  i  Mconoiry IMC i ranc or en«no num. earn-
                  i  pouoa.                                                  I
                                  o> KMIM e«rBo" tor Moaianaton *>
                                              or org«no.«rMr«c eompoundi
                              and ikiaon e*ut«c MinM »nrj VUOOM or Mir >un« me
^ ,y- >r :- KMC
                     «iuOO*t trom eiMmnt luot tne •Mpmcni UM« ri tn» torrrxMW o1 M trom
                     pignwnu Oncri toaei «nrj lUWatrt eonunng enronwm and IMO

".'-.'               AmmofM ttii' \m» MuOot trom eotung ovcifont  ......         .            r~>
 . >             .  Oouni* tan* vi' uuog* from eemng apwtiiont  .      .                  n


[46  FR 4618. Jan. 16. 1BB1. as amended at 46 FR 27416-27477. May 20. 1981. 49 FR 3'OTO.
S^r  21  1984]

i:*i.33  Ditcarded eommercial chemical    listed in paragraph (e) or (f) of this
    products, oftapeetftcation ipecict. eon-    section.
    umer  r»iiduei.   and  tpill  r*«iduM     (b) Any off-ipecificatlon conunercia!
    thtrrof.                                chemical  product  or  manufacturing
  The following materials or items are    chemical Intermediate which, if it met
hazardous wastes when they  are dls-    •P*cilicatlons. would have the generic
rtrded or intended to be ducarded  as    «"« lisl«d ta  PWW»Ph (e) or (f) of
df Bribed m i 261.2(a)(2)(i). when they    lhu «*ctlon.
ar^ burned for purposes of  energy re-     (c) *"* container or inner liner  re-
co.ery m lieu  of their original intend-    raoved irom • container that has been
fo  us* when they are used to produce    **** to nold *">' commercial chemical
.' j' .s in lieu of their original intended    Product or manufacturing chemical in-
-    uhen they are applied to the land    termediate  having the generic names
.t   I:PJ of their original intended use.    1Uted m P*r»«™Ph <«> of this section.
o-  »hen  they are contained in prod-    or ™? container  or inner liner  re-
..'.   that are  applied to the land  in    mo^ed fro™ » container that has been
 '.o; their original intended use.        "*e*  lo,  nold  »ny  olf-ipecificition
   a  An>  commercial chemical prod-    chemica  product and manufactunng
-•   or  manufacturing chemical inter-    chemical  intentiediate which  if it met
r-^-.e   having  the  generic  name    specifications, would have the generic
                                          name listed  in paragraph (e) of this

                                      369
                                      D-56

-------
§ 261.33

section, unless  the container is empty
as defined in f 261.7(b)<3> of this chap-
ter.

[Comment Unless Che residue is being bene-
ficially used or reused, or legitimately recy-
cled  or reclaimed: or being accumulated.
stored, transported or treated pnor to such
use.  re-use, recycling or reclamation. EPA
considers the  residue to be intended for dis-
card, and thus a hazardous waste. An exam-
ple of a legitimate  re-use of  the residue
would be where the residue remains in the
container and the container is used to hold
the same commencal chemical product or
manufacturing chemical product or manu-
facturing chemical intermediate It previous-
ly held. An example of  the discard of the
residue would be where the drum is sent to
a drum recondltioner who reconditions the
drum but discards the residue.]

  (d) Any residue or contaminated soil.
water or other debris resulting  from
the  cleanup of  a  spill into  or  on any
land  or  water  of  any  commercial
chemical  product or manufacturing
chemical Intermediate having  the ge-
neric name  listed in paragraph (e) or
(f) of this section, or any  residue or
contaminated  soil,  water   or  other
debris resulting from  the cleanup of a
spill, into or on any land or water, of
any off-specification chemical product
and manufacturing chemical interme-
diate  which, if it met  specifications.
would have  the generic  name listed in
paragraph (e) or (f) of this section.

[Comment: The phrase "commercial chemi-
cal product or manufacturing chemical in-
termediate having the genenc  name  listed
in .  . ." refers  to  a  chemical substance
which Is manufactured  or  formulated  for
commercial  or manufacturing  use  which
consists of the commercially pure  grade of
the  chemical, any technical grades of the
chemical that are  produced or marketed.
and all formulations in which the  chemical
is the sole active Ingredient.  It does not
refer to a material, such as a manufacturing •
process waste, that contains any of the sub-
stances listed in  paragraphs  (e) or  (f).
Where a manufacturing process  waste Is
deemed to be a hazardous waste because it
contains a substance listed In paragraphs 
or (f). such  waste  will  be listed in either
II 261.31 or 281.32 or will be identified as  a
hazardous waste by  the characteristics set
forth in Subpart C of this part.}

  (e) The commercial chemical prod-
ucts, manufacturing chemical interme-
diates or off-spe^-'ication commercial
chemical  products or  manufacturing
          40 CFt Ch. I (7-1-15 Edition)

chemical intermediates referred to .n
paragraphs (a) through (d) of this s?e
tion. are identified as acute hazardous
wastes   and are subject  to  be '!-,•>
small  quantity exclusion defined  n
i 261.5(6).

[Comment: For the convenience of the refj
lated community the primary hazards .4
properties of these materials hav« been '.r.ai
cated by the letters T iToxicity). and R  Re
activity). Absence of a letter  indicates •r.ai
the compound only ts listed for acute tox.ei
ty.l

  These wastes and their correspond-
ing  EPA  Hazardous Waste  Numbers
are:
                      Suettanca
      No
•023
0002
•OS7
POM
•001
•002
•003
•070
•004
POOS
•006.
•007
 Acattmdt 2-"uen>
 Acouc acid. lucre- todMO *an
             acid.     s.(|m«ir.
                  i Miar
            •no MR1 «««n p
         i   graatar man 0 3*t
         !  1.Acatyt.2-tnauraa
                             at :onc«rv«'
-------
imenlol  Protection Agency
         lteiu.91* Cyandt  untl  nei •»»
                i pno»on«t«
0 O-Owi'V O-pytjmy:
             O*-»wee'»'»n»w>yii™'»
 ».>niiro-»crMe' tna M'lt
Onr«opyTOoneienonc 
                                                         Nicotm* me i
                                                         Mime OUM
                                                      Nitrog«n(ll| OiO«
           i (P.)

N-N.HB»om«my>»inyl4)'i.m
t-Henomtnt-2.±o*ntWno'  ' 4 i e ' f.t
  •entero eycuc lutiiw
Oa»T»ff t-Omvo
       244ntro-
       24-a.T«»»4m»,fyi.
                                                           . 2.4.iVm*>. •mmoow un (P.)
                                                      Pnonw
                                                      Pnetpnonc
                •aa  00-«"«»t"y  S-!2

PiwtpnereAuone   toe    0»:' rmtnynmyii

PnonuxaoitiMc   tad    O.O-»«i«r     S
  (•inyiviuHiKOyi tjtw
Pneipftoroisoci tee  0.0 »«n>i O-IP-WO-
       i««i«»
                       •rv O-1
                                                                   •ad  0 O^rmmt,, 3 Co-na
                                                      Poumw no*- qwnifl*
                                                                 2-m»tnt..?.iai«tiyi:i.oi
                                                      Preo«n«
-------
§261.33
 -ttaraom
 •aft* NO
                        Suotunc*
 •t»
 107
 •31
"Oil
 101
 n»
   2
00*2
   3
   3
   4
PI S
P04S
»049
»0'4
P072
»C93
 '23
 111
 ill
 '20
  20
 121
 '22
 122.
           Sodium cy
           Strontium lulM>
           Str^fcnnidin-iO^ni

           Strycnnn* and uita
           Suifune acid. tntMumm tan
           T«tra«e
                     at
   grMiv iMn 0.3%
, Zinc cvind*
 Zinc one«p^d» («1.T)
 Zinc pnotonidt. «r*dfl prwcrii tl
   ton* graatar man 10%
  .
Absence of a letter indicates that the com-
pound is only listed for toxlctty.l
  These wastes and their correspond-
ing  EPA  Hazardous  Waste Numbers
are:
 nuarooul
 *!*!• NO
                        SuOtitne*
UOOi       Ac*ttid«nyd« ill
jOJ4       Ac«iaio«nyd* incnoro-

JOOS       Acwa^id* N 9H nuoro 2 T'
J i' 2       Acanc (c« I
                                                                      iC R TI
           Aerync acid HI
           Acn/ionmn*
                                                             pnony.
                                                           AUtcnnt
  i ' 12 8 ta.8to-««ianyaro-44 ™«r
  Ttinyt..
9*nt(iltca«nmn/i«n«  i 2-dinvaro-3
9*nz(Citcndjn*
34
9«nztl ;
9aozl alanmrtcan*
1 2-8*nztntnrtc*na
i 2-B*nztntnrtc*nt. 7
Scnjmtmn* ii.T)
Barzcntmna   4 4
                                                                                     iBii.t'i N *
                                                          . 8«ni»n«r»»n«
                                                                      44
                                                           8anz*namin* J-m»my<
                                                          . 8*nz«n« (I.T)
                                                          j S«nr«n«ac»t  atnyi ••'•'
                                                 8*nzan« cfllore-
                                                ' 1 2-S«uinteKtreeiViC »oO inp«ano*
                                                 12-B«nnntactfMa :c«.-\' •
                                                 • 2 8«»zan«diCtreoTyi>c Ida '. •:*»
                                                 i 2-8anztn«dictn)ovyi<  ic>o  i ^m"
                                                 ' 2-8«nz«r«d>ea'eoiyi< tea  & ^ x
                                                 8inz«n«
                                                 8anz*n«
                                                           8«nz*nt
                    2 ocmofo-
                    3 »e)Moro-
                                                            8«nz«n«
                                                            ' 3 Banzanadioi
                                                            8«nz»n«
                                                            Sanztn*

                                                            3anz«n«
                                                                           (I)


                                                                    •m»itv-i 2 4 oii'i'O
                                                                               ill
                                                            3*«Z*n«. miro- (1 1
                                                                        Kid :n

                                                                        niracnio'0
                                            372
                                            D-59

-------
  .yironmentol Protection  Agency
                                                                        §261.33
          i" *l
           3 4 8*-joPr'ti«
           P-B«-ZOQu">0'<«
           B»niolfictMOf'0« iC P T)
           i 2 B«nzp*»namrv»i%«
           2 ! .B.0i"»r>. i, T)
           II  1 -BiOft«"yl)-4 4 -attain
           [1  1 •BlOn«1»l|.4 4 •*•"•<
           l'i B-4 4 .*•*»«« 33-0""«>-»
           Bitl«-cniO'O»inoryl Itxlfli-n
             Mut>0«
                     n*  : i 2344-n*»eiio>
           '•BjIi-'«>""'C  N-Butyi-N nitfflto
           Buii-3'C   §:o
             M"I*"t
           '-Bauio  (i)
ft        2-Bultn*  1 44cNoro- (I T|
jC^       | B-Bjiyi ucnona (I)
  3;        C4COOTIIC 1Cm«myi
                   »cx3  «tn«iMjm(ii u«
                          «oa m«ny. mr
           Ctnen oryliuonO* (« T)
           C«i»o" wneniooot
           Caiconyi luono* (A 'H
           CmorimeoC''
                                uoc;
                                UO*J
                                U063
                                LlOtf
                                U065
                                U962
                                UO'C
                                UO'3
                                UO'4
                                U06T
                                uOf •
                                UC"f
                                U"5
                                U02S
                                U0*1
                                UOsr
                                U24C

                                (JOt)
                                uote
                                uoa«
                                u'48
                                UOK
                                U0»<
                                U092
                                U043
                                U09*
                                U095
                                LIO»«
                                U09"
                                J0»»
                                U09S
                                                                 oar
                                                                 DOT
                                               cvcoejti!c a) wtiaw 2 a«*
Diocu 1 1 n )
i 2 S 6 D«*n»nO«orO-2-M*n« {I Tl
                                             Oicnio-oalluwonwincn*
                                             3 S-D'Ovs-e S-n
0 :" 3-s oie'»'>yi
                                                                 2 4->c*iiorop>>«naivt:*m«tnoiyMni«n4i
             (I)
                                                                 7 t
                                                                 3 3
                                             2 4.>
                                             2 6 Do
                                             ; -r>-OCti
                                             ' 2
                                             D-'-O'CSl -Mt
•— 13 *
;-«•< a«
 b in:
         • « :• 4 ! { -t
                                JO*'
                                             £••>•-« '''22 T^MI-M
                                                                        )B i' ;:-:•;
                                                            »[ 2-CMOT
                            373
                           D-60

-------
§261.33
                                                                40 CFR Ch. I (7.1-85 Edition)
     « NO
                           SuDttanct
-22'

.•C42



-2'0

.004


JH2
U113
U2M

UH4
l.0«7
U077
JUS
UM8
U117
U076
U118
'J'JO
U'22
LH23
0124
Ut2!
U147
U213
UI25
U124
U126

U127
J128
.M29
U130
U'3t

J243
U133
UOM
UOM
JOM
U109
U134
Ut34
J13S
UOM
Ji36
JM8
U'37
Ji39
'J140
U141
U142
U143
U144
U145
J14«

J147
             £•-««•• ' ' '  2 i«wac*'o*o-



             ••"»P«     I 1 1  tncMOTO-2 2 C'Iie-"-f'"Ci>
             S.'f»n» 1122 t»ir«entoro-
             Etnanot 22 (mtretamnew*.

             Ewtnovi enioo«» 1C.* T)
             £tnyi «c*iai« ii|
             Etnyi acryat* ID
             Einyi caroamat* «
             H»flro«uone ac« IC.T)
                          MC.T)
             x>»o«yaim«mynf»n« on
             2 >mduo«0«i«V«on«
             '"OanoCi 2 3-calpy«n«
             "on 3HVi>i
             •eeuiyi awena (i.T)
             Laaioeanxw
             l*M acauw
             Laaa tue«c«UM

             Mal*c annyqna«
                                                     •J'Su
                                                     -•51
                                                     -045
Ji38
Ul'9

ul2i


U22i
U044
ui2i
J'23
UOM

UIS4
U155
U247
UIS4
U029
UiM
                                                      157
uato
Utl2
U159
Ui«0
ui3a
U161
U162
UtU
U'6<

UO'O
0059
U165
U047
U'M
U?3«
UiM

U1M
Ui«7


UC2«
UK9
U170
t'171
Ul 74
U'll
VtmanMuiton< acid itpyi «»n
M«iMn*
«*»m«n«Noi II T)
w«tnan*. tnwomo
M«mtn« tncnoro-
Mcwan*. tncmoroHuar»
M«inano< aoo iC.n
4 ' uamanorxlar       • 2 * 5 6 * 9 » .
Mvminot (i)
                                                                              on
           . 3 M«myicfioianffv«n«
            2.2 -Mawyian*
            M«ffyt«n« eremd*
                                                                           ii«ten« p«roma* i
Monyi .aoeuiyl »«
-------
|nvir*nm*nt«l Protection Agemcy
f 2*1.33
                                         (45  FR TUM.  7M41. Nov.  23,  1WO.  at
                                         amended at 46 FR 274T7. May 30. 1981: 4»
                                         FR 1M23. May 10. 1M4: 49 FR 063. Jan 4.
                                         IMS: SO FR 3000. Jan. 14.19B51
                                             rmm D*n Note At SO FR 665. Jan
                                         4. 19«5. 1261.33 introductory text was  r*
                                              effective July 6. 1M3. At SO FR 2000.
                                         Jan. 14. IMS. the table ID paragraph (f) was
                                         amended  by  rcvtiinc certain hazardous
                                         waste numbers, effective July IS. 1985  For
                                         the convenience of the user, the superseded
                                         Introductory  text  (published  at 49  FR
                                         37070.  Sept.  21.  1984). and entries  in the
                                         paragraph (f) table, are set out below
                                      375
                                   D-62

-------
Part 261, App. I

S 26133  DiKtrdcd commercial  ch«mic«l prod-
    ucu. ofT-ipKiflcauon tptciM. container rni-
    duet »nd ipill residue* thereof.
  The following materials or  items are haz-
ardous wastes it and when they are discard-
ed or intended to be discarded  unless they
are excluded  under  II 280.20 and 260.22 and
listed in Appendix IX.
  if)'
  "tzvaom
  •MM no
           SuMunc*
J2«2


U2«2
U2'2
U2'2
U230


U231


U233


U232


U212


U230
UZ31 .
UHO.
     2 < Vmawo-
     2.4.S
2.4 s-r
2.4.t-T»
2.4.S-T
APPENDIX I—REPUSBfTATIVI SAMPLING
               MCTHODS

  The  method*  and  equipment  used  (or
sampling WMU materials will vmry with  the
form and consistency of the waste materials
to be sampled. Samples collected  using  the
sampling  protocols listed below,  for sam-
pling waste with properties similar to the in-
dicated materials, will be considered by  the
Atency to be representative of the waste.

Extremely viscous liquid—ASTM  Standard
  D140-70 Crushed or powdered material—
  ASTM Standard D346-7S Soil or rock-like
  material—ASTM Standard  D420-69 Soil-
  like matertal-ASTM Standard D1452-85
Fly  Ash-like  material—ASTM  Standard
  D2234-76 [ASTM Standards are available
  from ASTM. 1916 Race St.. Philadelphia.
  PA 19103)
Containerized liquid wastes—"COLIWASA"
  described in "Test Methods for  the Eval-
  uation of Solid Waste. Physical/Chemical
                                          40 CFft Ch. I (7.1-95 Edition)

                                  Methods." "VS. Environmental  Prot«
                                  tlon Agency. Office of Solid Waste. Wi»h
                                  tnrton.  D.C.  20460  (Copies may  be :s
                                  tamed from Solid Waste Information. V 5
                                  Environmental Protection Agency. 26 *
                                  Si. Hair St.. Cincinnati. Ohio 45268)
                                Liquid waste in pits, ponds, lagoons, ins
                                  similar  reservoirs.—"Pond  Sampler' it
                                  scribed in "Test  Methods for  the  Eval..i
                                  tion  of  Solid Waste. Physical/enemies
                                  Methods." •

                                  This manual  also contains additional -
                                formation on application of these protocoo.
    APPENDIX II—EP TOXICITY TEST
              PxocEocntzs

       A. Extraction Procedure (£Pt

  1. A representative sample of the waste '.o
be tested iminimum »a« loo grams) shall ae
obtained using the methods specified in Ap-
pendix I or any other  method capable J'
yielding a representative sample within the
meaning of Pan 260. (For detailed guidance
on conducting the various aspects  of the EP
see "Test Methods  for the Evaluation jf
Solid Waste. Physical/Chemical  Methods
(incorporated by reference, see I 260.11 >!
  2. The sample shall be separated Into >u
component liquid and solid phases using '••"•'
method described  In  "Separation  Proce-
dure" below. If the solid residue • obtain**
using this method totals less than 0.57. of
the original weight of the wane, the residue
can  be discarded  and  the  operator srt*U
treat the  liquid phase as the extract itid
proceed Immediately to Step g.
  3.  The solid material obtained  from the
Separation Procedure shall  be evaluated for
Its panicle size. If the solid material nw •
surface area per gram of material equal '.'
or greater than. 3.1 cm1 or passes througn •
9.5 mm (0.375 Inch) standard sieve, the opt'
ator shall proceed to Step 4. If the surf**
area Is smaller or  the  panicle size lan"
than specified  above,  the  solid  mat«nai
shall be prepared  for extraction  by crJf
Ing. cutting or grinding the  material so tn»>
  •These methods are also described
"Samplers  and  Sampling  Procedures
Hazardous Waste Streams." EPA 600/2
018. January 1980.
  •The  percent  solids Is  determined
drying the filter pad at 80'C until It
constant weight and  then  calculating
percent solids using the following equ»'-
  Percent solids -

  .••yi m MO - «OKI
                                                                      •-'
                                                                     '•''
                                        376
                                      D-63

-------
               Protection Agoncy
     ... through • ».S nun (0.375 Inch) sieve
 " ^ . nr material ls in a single  piece, by
 <* "  ....  the  material to the  "Structural
 ^^ it\ Procedure" described below.
 ""rue tolid material obtained In Sup 3
  4 . \t weif tied and placed in an  extractor
 'V i» time* lt» weight of deionized water.
 *  «oi allo* the material to dry prior to
      i  For purposes of thU  test. an ac-
      - extractor U one which will Impart
       t agitation to the mixture to not
  • 'orevent stratification of  the  aample
 £• retraction  fluid but also insure that all
   ni» surfaces  are continuously brought
 *£  contact with weU mixed extraction
  iAur the solid material and deionized
-.iff are placed in the extractor, the opera-
u~  tnalJ begin agitation and measure the
 B  of the solution in the extractor. If the
!B  u neater than 5.0.  the pH of the solu-
£r  shall  be decreased  to 3.0  ±  0.2  by
*4..n. o 5 N acetic acid. If the pH is equal
r%- leu than 5.0. no acetic acid should be
»aa«j The pH of the solution shall be men-
T0r»«- as described below, during the course
w uif extraction and tf the pH riaei above
11  o 5N acetic add shall be added to brim
m,  pR down to 5.0 x  O.X However. In no
ffrnt shall  the aggregrau amount  of acid
^*rd to the solution exceed 4 ml  of add
trr  cram of solid. The mixture shall be act-
u:*i >or 24 hours and maintained at 30*-
4C c <6SM04'F) durtnt this time  It U rec-
•attended that the  operator monitor  and
•0,-jsi ^e pH durtnt the course of the ex-
trvtion with a device such a* the Type 45- A
pH  Controller manufactured by Chemtrlx.
In.-   Hlllsboro. Oregon  07123 or its equtva-
*r :  in conjunction with a metering pump
4Pi reservoir of 0.5N acetic acid. If such a
irvfrr.   U   not  available,  the  followinc
•u.-.utl procedure shall  be employed:
  -a*nce with the manufacturer'* speciflca-
ucru
  'b  Thf   pH  of the  solution  shall  be
chrcfctd  and. if neceaaary. 0.5N acetic acid
*r.ij: tw manually added  to  the extractor
ur-.;. the pH reaches 5.0 = 0.2.  The pH of
!_•"  »o!uuon shall  be  adjusted at IS. 30 and
at minute  intervals, moving to  the  next
fe-trr interval If the pH does not have to be
•e. JIM more than 0.5N pH unit*
  •'  Thf  adjustment  procedure  shall  be
rr- "nufd for at least 6 hours.
  • a  If ti the end of  the 24-hour extraction
f—'i the  pH of  the solution Is not belo»
s  : i.nd thr  maximum amount of acid (4 ml
c"-  *rt- of solioi) has  not been added, the
t >> !•.».  tx-  tdjuited to  5.0 = 0.2 and the ex-
i.-*.-: .--.  continued for  an additional four
    •• during which the pH shall be adjust-
- »  on* hour intervals
  '   A- ;n.  end of ihe 24  hour extraction
^-  -c  at ionized  water shall be  added  to
                       Port 261, App. II

the extractor in an amount determined b>
the following equation.
V.(20)(W)-16(W)-A
V-ml deionized water to be added
W-weight in trams of solid charged to ex-
   tractor
A-ml of 0.51* acetic acid added during ex
   traction
 7. The material tn the extractor shall t*
separated  into Its  component  liquid and
solid phases as  described under "Separation
Procedure."
 I. The liquids resulting from Steps 2 and 7
shall be combined. This combined liquid (or
the waste lUelf U U has leas than H percent
solids, as noted In step 2) Is the extract and
•hall be analysed for the presence of any of
the contaminants specified in Table  I  of
1361.34  using  the Analytical  Procedures
decimated below.

           Separation Procedure

 Equipment: A filter  holder, designed for
filtration media having a nominal pore size
of  0.45 micrometers and capable of applying
a 3.3 kg/em1 (73 pal) hydrostatic pressure to
the solution being  filtered, shall be  used.
For  mixture!   containing  nonabsorptive
solids,  where separation can  be effected
without Imposing a 8J kg/em' prewure dif-
ferential,  vacuum  niters employing a 0.45
micrometen filter media can be used. (For
further guidance on filtration equipment or
procedures see  "Test Methods for Evaluat-
ing Solid Waste.  Physical /Chemical Meth-
ods"   Incorporated  by   reference,   see
1260.11). Procedure:'
 (I) Following  manufacturer's directions.
the filter  unit shall  be assembled with  a
filter  bed  consisting of  a  0.45 micrometer
filter  membrane. For  difficult  or  s)o«  to
filter mixtures  a prefilter bed consisting of
the following prefllten  in increasing  pore
sice (0.65 micrometer membrane, fine  glass
  'This procedure U Intended to result in
separation of the "free" liquid  ponton of
the waste from any solid matter having a
panicle sue  >0.45 ^m  If the sample  »ill
not filter, various other separation tech-
niques can be used to aid In the filtration
As  described  above,  pressure  filtration  is
employed to speed up the filtration process
This does not alter the nature of the sepirt
Hon. If liquid does not separate  during  fil-
tration, the waste can be centnfuged If sep
aratlon occurs  during  centrifugation.  the
liquid   portion  (centrifugate)  is  filtered
through the 0.45 Mm filter prior to becoming
mixed  with the liquid ponton of the m-astt
obtained from the Initial filtration Any  mi
terlal that will  not pass through tht filler
after  centrifugation  is  considered a solid
and Is extracted
                                        377
                                       D-64

-------
Part 261, Aps>.  II
          40 CFI Ch. I (7.MS Edition)
fiber prefliter, and eoane glass fiber pre-
fllter) can be used.
  uu The wajte ihall be poured into the ftl-
tracton unit.
  all) The reservoir shall be slowly pressur-
ized until liquid befin* to flow from the (ti-
trate outlet at which point the  preature in
the  filter shall be immediately  lowered to
10-IS psif.  Filtration shall  be  continued
until liquid flow ceases.
  (iv) The preature shall be Increased step-
vue in 10 psi increments to 75 psif and fil-
tration continued until flow ceases or  the
preasurizint fa* begins to exit from the fil-
trate outlet.
  (v) The filter unit shall be depressurized.
the solid material removed and welched and
then transferred  to the extraction appara-
tus, or. in the case of final filtration prior to
analysis, discarded. Do not allow  the materi-
al retained on the filter pad to dry prior to
weighing.
  (vt) The liquid phase shall be stored at VC
for subsequent use tn Step 8.

     8. Structural SiUearitv Procedure

  Equipment- A Structural  Integrity Tester
having a 3.18 cm (1.35 in.) diameter hammer
weighing 0.33 kg (0.73  Ibs.)  and  having  a
free fall  of  15.J4 cm (6 in.)  shall be vised.
This  device  Is available  from  Associated
Design and Manufacturing Company. Alex-
andria. VA 223U. as Pan No. 129. or it may
be  fabricated  to meet  the  specifications
shown in Figure 1.
                Procedure

  1. The sample holder shall be  filled with
the material to be tested. If the sample or
waste is a large monolithic  block, a portion
shall be cut from the block having the Ji
mensions of a 3.3 cm (1.3  in.) diameter x : i
cm (2.8  in.)  cylinder.  For a fixated wist*
samples may be cast in the form of a 3.3 cm
(1.3 tn.) diameter x 7.1 cm <2.8 in.) cylinder
for purposes of conducting this test. In sucn
cases, the waste may be allowed to cure 'or
30 days prior to further testing.
  2. The sample holder shall be placed mu>
the Structural  Integrity  Tester,  then trie
hammer shall be  raised to  Its  maximum
height and dropped. This shall be repeated
fifteen times.
  3. The material shall be removed from the
sample  holder, weighed, and transferred -A
the extraction apparatus for extraction.

Analytical Procedure*/or XnoUwtnp Estract
              Contaminant*
  The  test  methods for  analyzing  the ei-
tract are as follows:
  1. For arsenic, barium,  cadmium,  chromi-
um, lead, mercury, selenium, silver, endruv
lindane.  methoxychlor,  toxaphene.  J>
D(2.4-dichlorophenoxyacetlc acid) or 2.4 *•
TP (2.4.3-trlchlorophenoxypropionic widl
•Test Methods tor the Evaluation of Soua
Waste. Physical/Chemical Methods" (incor
porated by reference, see I 260.11).
  2. [Reserved]
  For all analyses, the methods of stands/a
addition shall be used for quantification J«
specie* concentration.
                                        378
                                       D-65

-------
                                      fort 261, App. II
                          ^
                               I.
                                      COMBINED
                                      33*9
                                     I 73101
                          1525cm
                           If)
                           I
  tl ISrmt
  1125')
/
                                   SAMPLE
                          33cm
                          II 3')
                          9 4cm
                          137 I
   /
 /~ILASTOMERI_C
^-  SAMPLE HOLDER
                                      T
                                      7 U"11
                                      i; s •
                                     _L
UASTOMERIC SAMPLE HOLDER FABRICATED 0^
MATERIAL FIRM ENOUGH TO SUPPORT THE SAMPLE

                 Figure   1

       COMPACTION  TESTER
»i 33119 Ma> 19 1980 as am«ndf d »t 46 FR 3S24" July
                      379
                     D-6c

-------
•ort 261, App. Ill

   APPENDIX III—CKIMICAL ANALYSIS
             TZST MlTHODS
  Tables 1. 2. and 3 specify the appropriate
analytical  procedures,  described  tn "Test
Methods for Evaluating Solid Waste. Physi-
cal/Chemical  Methods."  (Incorporated by
reference, see I 260.11) which shall  be  used
to determine whether a sample contains  a
given Appendix  VII or VIII toxic constitu-
ent.
  Table 1 Identifies each Appendix  VII or
VIII organic constituent along with the ap-
proved measurement method. Table  2 iden-
tifies the corresponding methods for  inor-
ganic species.  Table 3 summarizes the con-
tents of SW-844 and supplies specific  sec-
tion  and method numbers  for sampling and
analysis method*.
  Prior   to  final sampling  and  analysis
method selection the analyst should consult
the specific section or method described tn
SW-448 for additional guidance on which of
the approved  methods should be  employed
for a specific sample analysis situation.

 TABLE  1—ANALYSIS METHODS FOR ORGANIC
      CHEMICALS CONTAINED IN SW-646
Swuyi swono*.
CNerun*
CMomww Mtwnyn
CMo
CMaro
SO, S24
109. 1.24
1.01. (24
S.09. 124
(.02. S.24
I. to. 12$

• 10. »M

(12. (29
SOI. (12,
S24. S2S
S 10. S 2S

S01. S24
101. 124
SOI. *24
S.Ot. S24
SOI. S24
SOS S2S
(M. (29
 C/40MW '
 C'MOHtl
 O«y«C Aadll)
 101. S24
SOI. S02.
     S24
 101  S24
 S01. S24
 S04  S29
 S 10. (.23

 S10. (2*
 so4  tn
 S04  S2S
 •030. S240
 SOX. S240
 S01S. (740
 SOM S240
 •020. S024
 •100. S2SO.
      S310
 (100 (240.
      UiO
 •120. I2SO

 •120. 12*0
 •100. «2M.
      O10
 •010 *240
 •010. (240
 •010. S240
 •01} (240
 •010. (240
 (OtO (290
 (oso. (2M
      (2W
      (2(0
 •010. (240

 (020. (240
 •010. (240
I (010 (240
I *040. (290
 • 100. KM.
      (110
 (100. (2K
 (040 (250
 (040 (290
                              40 CFI Ch. I  (7-1.45  Edition)

                    TABLE  1—ANALYSIS  METHODS  FOR ORGANIC
                      CHEMICALS CONTAINED IN SW-846—Contin-
                      ued
                           Comoouno
                                               Second
                                               •anon
                                              nwtnoatl)
• 01 824
101, <2<
(40 I2S
    «2S
(04 I2S i
    ( 2S ]
(04 S 2S |
( 0». I 25 i
• 0(. (21
(01. (02.
    (24
(01. (24
(OS I2S
(0* • 2S
( (2. (24
(12. 825
( 12. ( 2»
( 12. (25
I OS (21
«M 825
(01. (24 .
    (32
(01. 802.
    (24
(01 (02.
    (.24
(10. (21
(OS. 10*.
    (25
(0*. ( 29
(04. (24
                                                                               (015 (240
                                                                               (100 (290
                                                                               •0*0. (290
                                                                               •0*0 (290
                                                                               (040 (240
 (40 (29 ' (190 (290
 SOI IH  *010 (240
 (01 (24  MiO (240
 (Oi  «4 i MiO (2«0
 (02 (24  (020 8240
                                          380
                                         D-67

-------
                               V*
                          tnooio t»
J—ANALYSIS METHODS FOB INOBGANIC
        CONTAINED IN SW-846
, Fr*i eOtiio*
Gomcou"" memooiti
• 50
! < 5'
• 52
• 53
154
_....«m • 545 (546
Secono
metnooiti
704C 7041
70M 70<1
70*C 70*1
70*0 70*1
71»0 71»1
TIM 71*6
                      Port 261, App. Ill

TABLE 2—ANALYSIS METHODS FOB INORGANIC
  CHEMICALS CONTAINED IN SW-B46—Cont.n
  u«d
                                          Cemoouna
                      F»»t •OHO"
                       mctnooiti
                                                                     •O'J-C"
                                                                    mcinoo.t,
                                    LMd
                                    Uereixy
                                    Noei
                                    Sewnmm
                                                                        '19'
                            §57
                                    Cytnen
                                    Tew Orgcnc
                                    SuMOM
                                 747C 7471
                            • S«   7i2C 752'
                            • 59   7740 T'41
                            160   776C 7781
                            • 55       (010
                            • 6«       (C2C
                            • 67       B03C
     TABLE 3—SAMPLING AND ANALYSIS METHODS CONTAINED m SW-646
1 Fnt eonon Secone edrt Sr* ? *••'•»
, kMnroongtt St)"iotirig Pitis
*•»> «ne Se»"W'C OoiectivM
,-»-nj' Suotucti Coneepu

im» Agnoo") 5*"np*ing

.WMIK Stnoom Sempung
I-JW^M^VAI^WM
*' !^!T •"•JILCULQ

#!• iio L0t» Punnoot

•o- o' Stapling Eauwm*"'
^O**VOtItt UOUfT1Q*y
»»-3"i»a Bonw


fV

kaoc t-xiSneoe"
•,
>* *aD%
.a« Boo*
4' Cwtioay Heeo*o
^* A14'VUt Aeggetl Sf14M1
•* >•.«-> 10 LUOTdory
»-S o" St^ewt
>:• ••< Loggng o< Sfnox
•~w*' e* Se**ioifl iv Analysis
M»-icooiog»
• •>•'%

• ••«»
1 t**C ktOOOns
• jt y- PfoCMjin
i: :1 0> MUfrgouS HV(|l«

"•••••. M.-I«I» Cwteo-Cuc Meiioo
W.4'.««- C«MO Cwo Memoo

^<>"3v>.-, Toi«»'0 SIM

•" B-K»aj'« To«iri
10 ....
10. .
10-2 L
i 10-3'
! A 0-7 L 	
: . ..I.... 1
: ...
i I 	 '
10-71 	
I 1
• t:. 	 t 	
i .. . , i
10-7 ,. .
, ... i
3 2 1 L 	
322 .
323
324 ;
325 :
32* ,
327 :
33 ,
33 ..
20 ...
20-1
20-3
20-5
204
2 0-9
20-10
20-10
20-12
20-13
30
32-2
32-2
32-2
32-2


40
4 1
4 1
50
53
c :
*c
1 0
1 1
1 1
1 2
1 3
3 '
3?
33

141
1 42
1 43
l 2
1 2 i
2 ' '
2 • 1
2 • 3
2 i 4
21 S
2 i 6
t 7
22
23
l 3
3 i
32
33
34
35
3 e
3 '
3S
3$
1 4
4 1
42
4 3
4 4
2C
2'
2 1 i
21' iC'C
2 • • ic?:
2 1 }
212 MI:
I • 3
2 • 4
                                 381
                                :-68

-------
Port 261, App. Ill                             40 CFR Ch. I (7-1-85 Edition)



      TABLE 3—SAMPLING AND ANALYSIS METHODS CONTAINED IN SW-846—Continued

r.na
Enaction Procaoura To,^ -„«
Uamod and Smjcturti -taanfy Tati
Sar»oia Ao<«uo Tacnmguaa
^organic Tacrv*ou«a
Acid DS
Acid Oigmtion 'or Fumaca AAS
Acid Chasten ot Oil G>a*M or wa>
Oiuoiution B'ocadura 'or O* Graaaa or 
Awauna OiaaiMt
Organ* raenmouaa .
Saoaraury Funnat Uaud-bowd Enaction
Actd-Saaa Gaanup Enaction
Scintat Eivaeiion
Somcation Enaction
Same4a introduction Tacnmgua*
Maadtpaea
Purga-and-Trao

Antimony. Fumaca AAS
Arcane. Fiama AAS
ArMnic Fymaca AAS
Sanum Fiama AAS
Banum. Pumaca AAS
Cadmium. F>a/na AAS
Cadmwn f umaca AAS
Cnromunv Fiama AAS
Chromnjm Fumaca AAS
Cnromium Haiavaiant Copracio*'ation
Chromium Hatavaiant. Cot^nmainc
Cnromum, Haiavaiant Cnataoon
uaad. Fiam* AAS
Laad Fumaea AA$
Marcwy. Cold vapor. ucwO . .
Marewv. Cold vapor. Sokd 	
Ndiat. Fiama AAS
r^cnal Fumaca AAS
Saiamim. Fiama AAS
Srfvar Fiama AAS
Sdvar. f\tfnuc% AAS
C'ganic Analytical MatKodt
Sas C*iromaioQra0r< Matf*co%
^aioaanaiaa vodoia Crganci
Nonnaiooanaiad Votawa Oroanci
Aromauc veiawa Organiea
Acroia^. Acn/ionvtnta Acatonitnia
Bh«no« 	
P^tnaiata Ettari .
Oganocrw. Pattiodaa and "CSt
Nitroaromatx* and Cvcnc «*a*n
Poiynueiaar Afomaoe -yoroearoont
Cr^onnaiad Hydrocaroona
Organoenotondnja PMreion
CrMormatad Man>cida4
Gat ChfomatooraDnc/Maaa Spacuoacoov MatnoOs iGC- VS1
GC, MS voiatiiaa
GC/MS Sami-voiauiat. Pacnad Column
SC MS Sami-voiaiiiafl Cao*''ar>
Anatyiis o' Chior'njtafl Otoi n» ana Z c«^r?'u'4ni
Mion Pano>manca uoud Crwomatoo.iapp>c Watnoai itPtC)
'ohrnue'aar Aromatic •sorocaroo**
M-tcaiianaoua A^IIVHC«I Mainoot
C*an«oa total and Amaraoia to CMonnation
*otai Organ< *^aiogan t^CX)
5ui''»a>
3" WctVjramani
F"»I aoiuon Sacond •
Sacten Matnod Saction
NO, «40 So
71 TJ -J
*4 2-4
40
949 4 '
* •
4 '
9 49-9 4 •
9 49-9
90 S 459 4i
90 42
90 91 42
90 9 0 1 42
90 9 94 42
tO 9 S» 42
1 9 9 95 42
SO
90 9 92 SO
90 9 93 SO
90 '0
90 950 7}
90 950 TO
tO 951 70
10 951 TO
10 1 52 TO
90 1 52 70
80. 1 53 70
10 1 53 70
• 0 954 70
SO (54 70
90 954$ 70
% 0 1 5«e ' 3
90 t547 '3
to gse TQ
to t5e 'o
tO. 957 TO
1 0 1 ( 37 i 70
to asa 70
90 954 70
90 1 59 70
tO 9 59 * 0
to t«o *o
to . ««o TO
tO 90
to
to toi
90 901
90 902
90 1 33
tO, i C4
to toe
to toe
tO 109
t3 t 10
tO 1 12
10 922
»a 940
to a 2
90 1 24 92
90 9 25 92
90 t27 a 2
92
90 93
90 t to 93
10 )0
90 9 55 93
tO 96« »3
90 967 JO
SO 52 }3
e,,«n
M«— OO
NO

•3-3


:OIQ
3020
3030

!3«0

3510
1530
3540
35M

SI20
5030
•470
'471
•o«o
*oei
•OV)
•09'
''30
"31
"90
•19.
••55
• ' 56
"9"
'4?3
'42'
•470
*47 '
••520
•521
"40
"50
"5'


so-:
K '5
KX
4C3C
fC40
4040
3C90
JC90

4' «?C
$'«3

$2*0
4*50
f;-0
***)

4J'^

yc -
4V .V
*.">•'
*.*-'
                                  382
                               D-69

-------
              Protection
                         261, App. VII
     TABLE 3—SAMPLING AND ANALYSIS METHODS CONTAINED IN SW-846—Continued

TIM

^rei'OyMfy AMnne.




i-"*"*"8 	
Frti cdnox
Swton
No
100
100
M*tnod
No


100 I 	
100
100
100



Slcond WMio"

No
101
101
102
103
104
10 S
M»mos
No






     15257. Apr 8.1983. M amended at SO FR 2000. Jan. 14. 1085)
         DATI NOTE At SO FR 2000. Jan.
 4 i«85. Pan 261. App. Ill wa* amended a*
wio« 1" Table 1. the entry tor "Chlortn-
^ dlbenzodloxtns" wai removed, and the
f-.rits tor "Chlorinated dJbenzo-p-dloxln*.
^ Chlorinated dibenzofurans" were added.
. T»blf 3. the entry tor "Analytis of Chlor-
^ifd  Dioxtns and  Dlbenxofurans" was
^td under "Orcanic Analytical Method*—
~,  Chromatocraphlc/MaM SpectrtMcopy
ytnodi (OC/MS)" alter the entry  "OCX
^  Semi-Volatile*.   Capillary".   These
^tndraents are effective July 15. IMS. For
* convenience of the luer. the tupcneded
    from Table 1 U »et out below:
•u_f i— ANALYTICAL METHODS FOR CWOANIC
    CHEMICALS CONTAINED m SW-W6
      Compound
                      IM I.K MM I2SO
             TV—CRcsovxD rox
             WASTX TKST METHODS]

         V—CRisravrD  FOR  Iwrtc-
 TIOOS  WASTI TnrAmnrr SPXCIPICA-
 TICKS]

   Arranix VI—[Rtsnvo POR
        ETIOLOCIC Aeorrs]
   APP£in>ix VII—BASIS POR LISTING
           HAZAJUXJOS WASTE
  £P*
 huvd-
 •nw
  No
                         I lor irtvcfi
F001


nu
foot.
FOOS

Foot
Foot 	 Cytna* {tttti
FOM 	 CyvM* IMIUI
F010	
FOM	 Cymd* itMil
F012	i Cy«na* leomomM)
F019	1 H*uv«l»nl exremwm.
F020 	 T«ra- tne  patten
F021
                                   p*nu
      ; T«v«.
      .  in* p»mi end n*ueMarea«*nio unt
                                    383
                                   D-'C

-------
Port 261,  Apa. VII
             "uarooua copanuama for •men »*iad
                                                       £«•»
                                                      nazva-
                                                        NO
                                                        40 CFR Ch. I (7.1-15  Edition)
                                                                   "azaraoua constfeanta 'or Micft iiataa
           j.ciio'oatnana  i 2-OicnioroaiTiana  irana-'-2-
           acmoraamyiano   i t •giciw oomy«aoo   i 1.1-
           — cnioroamana  '  1 2-incnioroainana   incMor-
           eamyana  i  < 1 2-taira-cmoroomana. < i
           •'jcncxo»in«n«. i«tr*cnwro«i'V*'<«
           orovi"*"*  *<«itenioro«ir-i 3-
                    ncucMorocvcioponti
           'orocy«or>*ijn«. aonztn*.  cmoncnnn*.
           io>oO«n»n«(. ' .2.4-tnavorooonw*
                                                                •-cn'orocinana  •ai'aexia'oomanai n i 2 2 i»-
                                                                tracnioroamana  tno '  ' ' 2 lalracniorMinan*)
                                                       •atracnono* cMo>9>om. onyt cnionoa >mvii-
           i*n«. toman*. napntMMn*
         **i'a- p*"ta- ana
           |'«- p*ma- ana n«iacnioroa«*n*i'a- ano ptniadworognonol* and in*r cnioro-
           pn«no«v donvan* aoo*.  t*t«r>. »tn«ri amn*
           andotnof tam
                                            K021
                                            «.022
                                            KOn
                                            K024
                                            K02J
                                            KOM
                                            K02T
                                            xon
                                            K030
                                            K031
                                            K032
                                            K033
                wacnionoa  3
        tan ipotycycw  iromaoc
 P»«na« annyflnoa "COtm9
, Toiuona anoeyanata. iomona-2
> ' t '-incraaroowna. omyt cnionoa
, i 2-ocmaroomano.   1.1 1 •tnemoroawano.
   cnionoa. imyeana cmonoa. cnoratom
, HaucnoroMnzona. noiacn
                                                                                               a. < 1.2.2
K001
         '•tra- o«r(a- ana
           ua-. ponia-  and x«ucf»oreo*onioiwan*.  in-
           tan- ana paraaenoraanonot ana mar i
                    nva«w aooa.
                                  2-cNoropMnal.  p-
           ana oow tana.
                   tncnoropnan
                                  tovacNoraonanoia.
           2.4^ni*oonanoi. eraaoama. tHryaano. naanxai
           ww.    fluararananai    AanxoibXlueninmano.
           oanzolaipyrana.        moonen 2.3<01pyran*.
           aannaunavKana. abannaMrannca««. aean-
                                                               Pnoraw.  tafmaManydja.  pnoapnoieaiBox.   ana
<0'6


XO)?


«ou

«0tt
i 2-oicmeroamana. mcmo«ooiHfiana. navacmoro-
         Emyiana acmonoa.  t.M-fncMoroaman*.  ' ' 2-
           inemoroainana.  iavacnioro*Baao
                                                                      nt cnramun. MM. caomwn
                                                       ana  vieniaroainana. tovienioroainywno. oov
                                                                  '  I 2 2 il
                                                       >anM
-------
Environmental Prelection Agency
                                                       ••rt 261, App. VIII
 fPA  I
 out
 «••!•
 NO
           Huwdout ee>»Mu*nu io> often Mica
       1.1.2-MMarwMM   1 l.lj.MVK
        1.1 •2.2-ttVMMarwVi*"*
K0«6
KOW
moo
K101 .
K10Z
K103
K10«


K10S


KIM
 2.4 «-r
Mvcwy
 N A.— WMW • imvooui MCKJM • MM to IMI lor r*
(40 FR 4819. Jan. 18. 1981. M Amended at 46
FR  27477. May 30. 1»81: 4» FR 5312.  Feb.
10. IBM. 50 FR 2000. Jan. 14. 1985}
  Errtcrrvt DAT* Norr At  50 FR 2000. Jan.
14. 1985. Pan 261. App. VII wat amended by
addlnc the entries (or F020 through F023.
and F026  threuch P028. effective July 15.
1985.
      Arrmzz VIII—HAZARDOUS
             CoMSTiTUorrs

AeeionltrUe (Ethanenltrlle)
Acetophenone (Ethanone. 1-phenyl)
j-( alpha-Ace tony IbenzylM-
  hydroxycouxnarln and salt* (Warfarin)
2-Aeetylamlnofluorene  tAcetamide.  N-(9H-
  nuoren-2-yl>-)
Aeetyl chloride (Ethanoyl chloride)
l-Acetyl-2-thiourea  (Acetamide.  N-(amtn-
  othioxomethy 1 )•)
Aeroleln (2-Propenal)
Aerylamide (2-Propenamide)
AcrylonltrUe (2-Fropenenltrtle)
Aflatoxini
Alorin           (1.2.3.4.10.10-Hexachloro-
  1.4.4a.S.8.8a.8b-hexahydrc-endo.exo.
  1.4:5.8-Dlrnethanonaphthalene >
AUyl alcohol (2-Propen-l-ol)
Alumtnum phosphide
4-Amlnobiphenyl ([l.r-BiphenyU-4-amine)  '
6-Amino- l.la.2.8.Ba.8b-hexahydro-8-
  (hydroxymethyl)-8a-methoxy-5-methyl-
  carbanate    azlrtnotS .3:3.4 Jpyrrolot 1.2-
  alindole-4.7-dione. (ester) (Mltomycin  C)
  (Azirlnot23':3.4)p)Trolo(1.2-a)lndole-4.7.
  dione.               6-amino-8-(((amlno-
  carbonyl>oxy>methyl]-l.la.2.8.8a.Bb-
  hexahydro-8an.ethoxy-5-methy •)
5-(Aminomethy 1 >-3-Uoxazolol  (3( 2H )• Isoxa-
  zolone.  S-(amlnomethyD-)  4-Amlnopyri-
  dine < 4-Pyndmamine >
Amitrole (lH-1.2.4-Tnazol-3-amine)
Aniline (Benzenamlnr)
Antimony and compounds. N O.S •
Aramlte (Suifurout acid. 2-chloroethyl-. 2
  (4-(l.l-dimethylethyl)phenoxy)-l-
  methylethyl ester)
Arsenic and compounds. N.O.S •
Arsenic acid (Onhoanenic acid >
Arsenic pentoxlde (Arsenic (V) oxide)
Arsenic trloxlde (Arsenic (III) oxide)
Auramlne       (Benienamine.       4.4 •
  carbonlmidoylbU[N.N-Dimethyl-.   mono
  hydrochlorlde)
Azaserine (L-Sertne. dlaioaeetaie (ester »
Barium and compound*. N.O.S.'
Barium cyanide
BenilcJacrtdlne (3.4-Bewacrtdtne)
Benztalanthraeene (U-Beoxanthracene)
Benzene (Cyclohexatrtene)
Benzenearsonic add (Arsonlc acid, phenyl-)
Benzene, dlchloromethyl- (Benzal chloride)
Bcnzenethlol (Tnlopheaol)
Benzidlne (ll.r-BlphenyU-4.4 dlamlne)
Benzotblfluoranthene (2.3-Benzofluoranth-
  ene)
Benzotjinuoranthene (7.8-Benzonuoranth-
  ene)
Benzo[a)pyrene (3.4-Benzopyrene)
p-Benzoquinone (1.4-CyelohexacUenedione)
Benzotrichlorlde (Benzene, trichloromethyl-
  )
Benzyl chloride (Benzene, (chloromethyl)-)
Beryllium and compounds. N.O.S.*
BU(2
NJt-BU(2-2-naphthylamine
  (ChJomaphazlne)
Bls(2-chlorouopropyl) ether (Propane. 2.2
  oxybUC 2-chloro-l)
Blxchloromethyl)    ether    (Methane.
  oxybU(chloro-))
BU(2-tthylhexyl) phthalate (1.2-Benzenedi-
  earboxyllc acid. bls(2-ethylhexyl) ester)
Bromoacetone (2-Propanone. 1-bromo-)
Bromomethane (Methyl bromide)
4-Bromophenyl phenyl  ether (Benzene.  1-
  bromo-4-phenoxy -)
Brucine (Strychnldln-10-one. 2.3-dlmethoxy-
  >
2-Butanone peroxide (Methyl ethyl  ketone.
  peroxide)
Butyl benzyl phthalate (1.2-Benzenedics.r-
  boxyllc acid, butyl phenylmethyl eiitr >
2-sec-Butyl-4.6-dinitrophenol      (DNBP>
  (Phenol. 2.4-dlnitro-6-< 1-methylpropyl )•)
Cadmium and compounds. N O.S •
Calcium  chromate (Chromic acid, calcium
  salt)
Calcium cyanide
                                     •The abbreviation N.O.S  (not  otherwise
                                    specified) sicnifies those members of iht
                                    •eneral class not specilicall) luted b> namr
                                    in this appendix.
                                       385
                                      D-72

-------
Fart 261, App. VIII
          40 CFR Ch. I (7.MS Edition)
Cuban dUulflde (Carbon bisulfide)
Carbon oxyfluoride (Carbonyl fluoride)
Chloral (Aceuldehyde. trictUoro-)
Chlorambucll   (Butmnoic   acid.   4-[bu(2-
  chloroethyl >amino] benzene-)
Chlordane (alpha and gamma isomen) <4.7-
  Methanotndan.   1.2,4.8.8.7.8.8-octachloro-
  3.4.7.7a-tetrahydro-) (alpha  and gamma
  isomen)
Chlorinated benzenes. N.O.3.*
Chlorinated ethane. N.O.S.*
Chlorinated fluorocarbons. N.O.S.*
Chlorinated naphthalene. N.O.S.*
Chlorinated phenol. N.O A*
Chloroacetaldehydc (Acetaldehyde. chlorc-)
Chloroalkyl ethers. N.OA*
p-ChloroaaUine (Benzenamlne, 4-chloro-i
Chiorobenzene (Benzene, chlorc-)
Chlorobenzllate   (Bcnzeneacetlc  acid.  4-
  chloro-alpha-(4-ehlorophenyl>-alpha-
  hydroxy-. ethyl ester)
2-Chloro-l. 3-butadlcne (ehloroprene)
p-Chloro-ra-creeol   (Phenol   4-chloro-J-
  methyl)
l-ChJorc-2.3-epoxypropane   (Oxlrane.   2-
  (ehloromethyl)-)
2-Chloroethyl vinyl ether (Ethene. (2-chJor-
  oethoxy)-)
Chloroform (Methane. trtcrUoro-)
Chloromethaae (Methyl chloride)
Chloromethyl   methyl  ether (Methane.
  chloromethoxy-)
2-Chloronaphthalene  (Naphthalene,  beu-
  chloro->
2-Chloraphenol (Phenol, o-chloro-)
l-(o-Chlorophenyl)thJourem (Thlourea.  (2-
  chloropheoyl)-)
3-Chloropropene (aUyl chloride)
3-Chloroproplonltrtle  (ProputnltrUe.  J-
  chloroo
Chromium and compound*. N.OA*
Chrnene (1.2-Benzphenanthrene)
Citrus red No.  2   (2-NaphthoL  l-t(2.5-
  dlmethoxyphenyDazol-)
Coal tan
Copper cyanide
Creosote (Creosote, wood)
Crisolf (CrtsyUc add) (Phenol methyl-)
Crotonaldehyde (2-Butenal)
Cyanides  (soluble  aalu and  complexes).
  N.OA'
Cyanocen (Ethanedlnltrtle)
Cyanocen bromide (Bromine cyanide)
Cyanogen chloride (Chlorine cyanide)
Cycastn (beta-D-Olucopyranostde. (methyl-
  ONN-szoxynaethylO
2-CyclohexyM.«-dlnitrophenol (Phenol. 2-
  cyclohexyM.a-dlnitro-)
Cyclophotphamide    (2H-l.3.2.-Oxazaphos-
  phorlne.  [bts(2-chloroethyl)amtnol-tetra-
  hydro-. 2-oxlde)
Daunomycln  (3.12-Naphthacenedlone. (85-
  cti>-a-Ketyl-lo-((3-amlno-2.3.a-trtdeoxy>-
  alpha-L-lyxo-hexopyranosyl)oxy)-7.8.9.10-
  tetrahyoTo-6.e. 11 -trihydroxy-1 -methoxy-)
ODD    (Dtchtorodlphenyldichloroethane)
  (Ethane,      1.1 -dtchloro-2.2-bis< p-chioro-
  phenyl)-)
DOE (Ethylene. l.l-dlchloro-2.2-bU(4
1.1-Dlchloroethylene (Ethene. t.l-dlchloro-)
Olchloromethane (Methylene chloride)
2.4-Dtchlorophenol (Phenol. 2.4-dlchloro-)
2.8-Oichlorophenol (Phenol. 2.8-dlchloro-)
2.4-Dtchlorophenoxyacetlc acid (2.4-D). salts
  and esters  (Acetic acid. 2.4-dichlorophen-
  oxy-. saiu and esters)
Dlchlorophenylarslne  (Phenyl  dlchloroar-
  sine)
Dlchloropropane. N.O.S.*  (Propane,  dlch-
  loro-. N.O.S.*)
1.2-Dtchloropropane (Propylene dichloride)
Olchloropropanol. N.O.S.*  (Propanol. dlch-
  loro-. N.O-3.')
Olchloropropene. N.O.S.*  (Propene.  dlch-
  loro-. N.O.S.*)
l.3-Dlchloropropene  U-Propene.  1.3-dlch-
  lore-)
Oleldrtn (l.2.3.4.10.10-hexachloro-«.7-epoxy-
  l.4.4a.5.8.7.8.8a-octa-hydro-endo.exo-
  1.4:S.8-Olmethanonaphthalene)
1.2:3.4-Dlepoxybutane (2.2'-Bloxlrane)
Dlethylarslne (Arslne. dtethyl-)
                                       386
                                       D-73

-------
 :nvironmontol Protection Agency

 j.N Dlethylhydrazine    (Hydrazine.    1.2-
  diethyl)
 3.O-Dleihyl S-methyl ester of  phosphoro-
  dlihlolc   acid  (Phosphorodlthlotc   acid.
  O.O-dlethyl S-methyl ester
 3.0-Dlethylphosphorlc   acid.   O-p-nltro-
  pftenyl ester (Phosphoric acid, dleihyl p-
  nltrophenyl ester)
Diethyl phthalate  (1.2-Benzenedicarboxyllc
  acid, dlethy) ester)
O.O-Dlethyl  O-2-pyrazlnyl   phosphoroth-
  loate (Phosphorothlolc Kid. O.O-dlethyl
  O-pyrmzinyl ester
Dleihylstllbesterol        (4.4 •Stllbenedlol.
  alpha.alpha-dlethyl.  bU(dlhydrocen phos-
  phate, (£)•)
Dlhydrosafrole   (Benzene.   1.2-methylene-
  dioxy-4-propyl-)
3.4-Dihydroxy-alpha-(meihylamino>methyl
  benzyl alcohol (1.2-Benzenedlol.  4-U-hy-
  droxy-2-(methylamlno >ethyll-)
DllsopropyUluorophosphate  (OFF)  (Phos-
  phoronuondlc Kid.  bU(l-methy)ethyl)
  ester)
Dlnethoate (Phosphorodlthiolc acid.  O.O-
  dimethyl  S-[2-(raethylamino >-2-oxoethy 1)
  ester
3.3 -Dtmethoxybenzldine   Ul.l -Blphenyll-
  4.4 diunine. 3-3 -dinaethoxy-)
p-OinethylaaUnoazobenzene (Benzenamlne.
  N.N-dlmethyl-4-
3.3-Oimethyl-l-(methylthio>-2-buunone.  O-
  (cmethylanuno)  ear bony Doxlme  (Thlo-
  fanox)
•ipha.alpha-Dunethylphenethylamlne (Eth-
  anarolne.  l.l-dlmethyl-2-phenyl-)
2.4-Dtmethylphenol (Phenol. 2.4-dlmethyl-)
Dimethyl phthalate (1.2-Benzenedlcarboxy-
  lie acid, dimethyl  ester)
Dimethyl  sullate (Sulfurlc  acid,  dimethyl
  ester)
Dlmtrobenune. N.O.S.*  (Benzene, dlnttro-.
  N.O.S.')
4.ft-Dlnitro-o-cresol  and  salts (Phenol. 2.4
  dlnitro-6-methyl. and salu)
2.4-Dlnitropheno) (Phenol. 2.4-dinltro-)
2.4-Dlnitrotoluene  (Benzene, l-methyl-2.4-
  dinltro-i
2.6-Dlmtrotoluene  (Benzene. l-methy)-2.6-
  dinltro-)
Di-n-octy) phthalate (1.2-Benzenedlcarboxy-
  lie acid, dioctyl ester)
1.4-Dioxane a 4-Diethylene oxide)
Diphenylamine  (Benzenamlne. N-pheny)o
1.2 Dlphenylhydrazme  (Hydrazme.   i.2-di-
  phenyl-i
                     •art 261, App. VIII

Dl-n-propylnltrosamlne  (N-Nltroso-di-n-pro-
  pylamtne)
DUulfoton        (O.O-diethyl        S [2
  (ethylthlo>ethyl} phosphorodlthioate)
2.4-Dlthlobluret  (Thiolmidodlcarbonlc  dis
  mid?)
Endosulfan  (i-Norbomene. 2.3-dlmethanol.
  l,4.i.6.7.7-hexachloro-. cyclic sulfite)
Endrtn  and  metabolites  (1.2.3.4.10.10-hex
  achloro-6.7-epoxy-1.4.4a.&.6.7.8.Ba-
  octahydro-endo.endo-1.4:S.B-
  dimethanonaphthalene. and metabolites >
Ethyl carbamate (U re than) (Carbamlc acid
  ethyl ester)
Ethyl cyanide (propanenitrlle)
Ethyleneblidlthlocarbamic acid, salts  and
  esters  (1.2-Ethanediylbtscarbamodlthioic
  acid, aalu and esters
Ethylenelmlne (Azlrtdlne)
Ethylene oxide (Oxlrane)
Ethylenethlourea (2-lmldazolldlnethlone)
Ethyl  methftcrylate  (2-Propenolc  acid.  2-
  methyl-, ethyl ester)
Ethyl  methanesullonat*  (Methanesulfonic
  acid, ethyl ester)
Fluoranthene (BenzolJ.kJfluorene)
Fluorine
2-Fluoroacetamlde (Acetamide. 2-Huoro- >
Fluoroaeetic  acid,  sodium  salt (Acetic acid.
  Ouoro-. sodium salt)
Formaldehyde (Methylene oxide)
Formic acid (Methanole acid)
Olycldylaldehyde d-Propanol-2.3-epoxy)
Halornethane. N.O.8.*
Heptachlor        (4.7-Methano-lH-lndene.
  1.4.S.6.7.a.S-hepUchloro-3a.4,7.7a-
  tetrahydro-)
Heptachlor   epoxlde   (alpha,  beta,  and
  ramms Isomers) (4.7-Methano-lH-indene.
  1.4.S.6.7.B.a-hepuehloro-2.3-epoxy-3a.4.' 7-
  tetrahydro-. alpha, beta, and lamma uo
  mers)
Hexachlorobenzene (Benzene, hexachloro-)
Hexachlorobutadiene       (1.3-Butadiene.
  1.1.2.3.4.4-hexaehloro-)
Hexachlorocyclohexane (all isomers) (Un-
  dane and isomers)
Hexachlorocyelopentadiene   (1.3-Cyelopen
  Udiene. 1.2.3,4.5.S-hexsch)oro->
Hexachlorodlbenzo-p-dioxins
Hexachlorodibenzofurans
Hexachloroethane (Ethane. 1.1.1.2.2.2 hex
  achloro-)
1.2.3.4.10.10-Hexachloro-1.4.4a.S.B.8a-
  hexahydro-1.4:5.B-endo.endo-
  dimethanonaphthalene (Hexachlorohexa
  hydro-endo.endo-dlmethanonaohthalene'
Hexachlorophene  (2.2 -Methylenebis<3 4.6
  trichlorophenol))
Hexachloropropene (1-Propene. 1.1.2.3.3.3-
  hexachloro- >
Hexaethyl    tetraphosphaie    (Teiraphox
  phone acid, hexaethyl ester)
Hydraztne (Diamine)
Hydrocyanic acid (Hydrogen cyanide'
Hydrofluoric acid 'Hydrogen fluoride'
                                       387
                                       D-74

-------
Port 161, App. VIII
          40 CFR Ch. I (7-1-SS Edition)
Hydrogen sulftde (Sulfur hydride)
Hydroxydimethylarsine   oxide  (Cacodylic
  acid)
Indeno< 1.2.3-cd>pyrene          < l.lO-< 1.2-
  phenylene>pyrene)
lodomethane (Methyl iodide)
Iron dextran (Ferric dextrin)
Isocyamc Mid. methyl  eater (Methyl  iso-
  cyanate)
Isobutyl alcohol (l-Propanol. 2-methyl-)
Isosafrole < Benzene.  l.2-methylenedloxy-4-
  allyl-)
Kepone  tDecachlorooctahydro-1.3.4-Meth-
  ano-2H-cyclobutaCcdlpentalen-2-one>
Lasiocarpine (2-Butenolc  acid. 2-methyl-. 7-
  t(2.3-dihydroxy-2--3-
  methyl-l-oxobutoxy)methyl)-2.3.S.7a-
  tetrahydro-lH-pyrrolizln-l-yl ester)
Lead and compound*. N.O.S.'
Lead acetate (Acetic acid, lead salt)
Lead phosphate (Phosphoric acid, lead salt)
Lead   subacetate    (Lead.    bis(acetato-
  O itetrahydroxytrto
Maleic anhydride (2.3-Furandione)
Maleic hydrazide (1.2-Dihydro-3.6-pyndazin-
  edione)
Malononitrile (Propanedlmtrile)
Melphal&n      (Alantne.       3-(p-bu(2-
  chloroethyDaminolphenyl-. L-)
Mercury fulminate (Fulmuiic acid, mercury
  salt)
Mercury and compounds. N.O.S.*
MethacrylorUtrtle    (2-Propenenltrile.   2-
  methyl-)
Methanethiol (Thiomethanol)
Methapyrilene       (Pyndine.      2-CC2-
  dimethy lamlno )«thy 11 -2-therty lamino-)
Metholmyl     (Acetlmldlc    add.     N-
  C(methylcarbamoyl)ox)r)thio-.    methyl
  ester
Methoxychlor  (Ethane.  l.l.l-trtctUoro-2.2'-
  bb(p-methoxyphenyl)-)
2-Methylazu-tdine (1.2-Propylenimlne)
3-Methylcholanthrene
  (B«nz(j]aceanthrylene.     1.2-dlhydro-3-
  methyl-)
Methyl chlorocarbonate (Carbonochlortdic
  acid, methyl • ster)
4.4 -Methylene1 j<2-chloroanlllneT  (Benzen-
  amine. 4.4 -methylenebU-<2-chloro-)
Methyl ethyl ketone (MEK) (2-Butanone)
Methyl hydrazlne (Hydrazlne. methyl-)
2-MethyllactonitHle (PropanenttrUe.  2-hy-
  droxy-2-methyl-)
Methyl methacrylate (J-Propenotc acid.  2-
  methyl-, methyl ester)
Methyl methanesulfonate (MethanesuUonlc
  acid, methyl ester)
2-Methyl-2-preptonaldehyde-o-
  (methylcarbonyl)  oxlme  (Propanal.   2-
  methyt-2-(methylthlo)-.              O-
  [ (methy lamino >carbonyUoxime)
N Methyl-N' nltro-N-nttrosofuanldlne (Gua-
  nidlne.'N-mtroso-N-methyl-N'-nttro-)
Methyl parathlon (O.O-dlmethyl O-(4-nltro-
  phenyl) phosph   jthtoaie)
Methylthiouracil  (4-lH-Pynmidinone,  2.3-
  dihydro-6-methyl-2-thloxo-)
Mustard (as (SuUide. bis(2-chloroethyt)-i
Naphthalene
l.4-Naphthoquinone      (1.4-Naphthaiene-
  dione)
t-Naphthytamine (alpha-Kaphthyiamine)
2-Naphthylamme (beta-Naphthylamine>
l-Naphthyl-2-chiourea (Thiourea. 1-naphtri-
  alenyl-)
Nickel and compounds. N.O.S.*
Nickel carbonyl (Nickel tetracarbonyl)
Nickel cyanide (Nickel (II) cyanide)
Nicotine   and   salts   iPyridme.   iS)-3-d-
  methyl-2-pyrrolidmyl)-. and salts)
Nitric oxide (Nitrogen (II) oxide)
p-Nltroanillne (Benzenamtne. 4-mtro-)
Nltrobenzine (Benzene, mtro-)
Nitrogen dioxide (Nitrogen (IV) oxide)
Nitrogen mustard and  hydrochlonde  salt
  (Ethanamine. 2-chloro-. N-(2-chloroethyD-
  N-methyl-. and hydrochlonde salt)
Nitrogen mustard  N-Oxide and hydrochlo-
  nde  salt  < Ethanamine.  2-chloro-.  N-i2-
  chloroethyl>-N-meihyl-.  and  hydrochlo-
  ride salt)
Nitroglycerine   (1.2.3-Propanetnol.   trim-
  trate)
4-Nltrophenol (Phenol. 4-nltro-)
4-Nltroquinollne-l-oxide (Quinollne. 4-nitro-
  1-oxide-)
Nltrosamine. N.O.S.*
N-Nitrosodl-n-butylamine   d-Butanamine.
  N-butyl-N-nltroso-)
N-Nttrosodiethanolamine   (Ethanol.   2.2
  (nltrosoimino ibis- >
N-NltroaodJethylamine   (Ethanamine.  N-
  ethyl-N-nltro
N-Nitrosodimethylamine 
-------
Environmental Protection Agency
                     •art 261, App. VIII
pirtldehyde    U.3.5-Trioxane.    2.4.6-trl-
  methyl-)
Ptrathlon  (Phosphorothlolc  acid.   j.O-
  diethyl O-(p-nltropheny)) ester
Pentachlorobenzene (Benzene, pentachloro-
  i
pentach)orodlbenzo-p-dloxlns
Pentachlorodlbenzofuraiu
Penuchloroethane (Ethane, pentachloro-)
Pentachloronltrobenzene (PCNB) (Benzene,
  pentachloromtro-)
Pentachlorophenol (Phenol, pentachloro->
Phenacetin    (Aceumide.    N-(4-ethoxy-
  phenyl)-)
Phenol (Benzene, hydroxy-<
Phenylenediamlne (Benzenediamlne)
Phenylmercury acetate  (Mercury,  acetato-
  phenyl-)
N-Phenylthlourea (Thiourea. phenyl-)
Phosgene (Carbonyl chloride)
Phosphlne (Kydrocen phosphide)
Phosphorodlthiolc   acid.  O.O-dlethyl  S-
  [(ethylthlo)methyn ester (Phorate)
Phosphorothlolc acid. O.O-dLmethyi O-[p-
  «dlmethylamino)sulfonyl)phenyn   ester
  (Famphur)
Phthalic acid esters. N O.S * (Benzene. 1.2-
  dicarboxyllc acid, esters. N.O.S •)
Phthalic anhydride (1.2-Benzenedlearboxy-
  lie acid anhydride)
2-Plcollne (Pyrtdine. 2-meihyl-)
Polychlortnated blphenyl, N.O.S.*
Potassiurn cyanide
Potassium silver cyanide (Arrentate(l-).  di-
  cyano-. potassium)
Pronamlde (3.5-Dichloro-N-(l.l-dlm*thyl-2-
  propm yl )benzamide'
1.3-Propane sultone (1.2-Oxathlolane. 2.2-dl-
  oxide)
n-Propylamtne (1-Propanamlne)
Propylthlouracil     (Undecamethylenedia-
  mine.    N.N-bls(2-chlorobenzyl)-.  dlhy-
  drochlorlde)
2-Prop>*n-l-ol (Proparryl alcohol)
Pyndine
Reserpine  (Yohlmban-16-c»:aoxylic  acid.
  ll.n-dimethoTy-18-U3.4.i-
  tnmethoxybenroyl)oxyj-. methyl  ester)
Resorcmol (1.3-Benzenedlol)
Saccharin and calu (l.2-Benzoisothlazolln-3-
  one. 1.1-dioxide. and salu)
Salrole (Benzene. l.2-methylenedloxy-4-
  allyl-)
Selenlous acid (Selenium dioxide)
Selenium and compounds. N.O.S.'
Selenium sulfide (Sulfur selenide)
Selenourea (Carbamlmldoselenolc acid)
Silver and compounds. N.O.S.*
Silver cyanide
Sodium cyanide
Streptozotocin  (D-Olucopvranose.  2-droxy-
  2-( 3-methyl-3-nltro>ourt!do >•)
Strontium fulflde
Strychnine and salts  (Strychnldm-10-one.
  and sails >
1.2.4.i-Tetrach)orobenzene       (Benzene.
  1,2.4.5-tetrachloro-i
2.3.7.8-Tetrachlorodtbenzo-p-dioxin 'TCDDi
  (Dlbenzo-p-dloxtn. 2.3.7.8-tetrachloro-)
Tetrachlorodlbenzo-p-dlcxlns
Tetrachlorodlbenzofurans
Tetrachloroethane, N.O^.*  (Ethane,  telra-
  chloro-. N.O.S')
1.1.1.2-Tetrachlorethane  (Ethane.  1.1.1.2
  tetrachloro-)
1.1.2.2 Tetrachlorethane  (Ethane.  1.1.2.2
  tetrachloro-)
Tetrachloroethane  (Ethene.  1.1.2.2-tetra-
  chloro-)
Tetrachloromelhane (Carbon tetrachloridr>
2.3.4.6,-Tetrachlorophenol (Phenol. 2.3.4.6
  tetrachloro->
Tetraethyldlthlopyrophosphate (Dithiopyr
  ophosphoric acid, utraethyl-ester)
Tetraethyl lead (Plumbane. tetraethyl-)
TetraethylpyrophMphate (Pyrophosphonc
  aclde. tetraethyl ester)
Tetranltromethane (Methane, tetranttro-)
Thallium and compounds. N.O.S *
Thalllc oxide (Thallium (III) oxide)
Thallium (I) acetate (Acetic acid, thallium
  (I) salt)
Thallium (I) carbonate (Carbonic acid, dith-
  alllum(I)talt)
Thallium (DerUortde
Thallium (I) nitrate (Nitric acid, thallium
  (I)»*Jt)
Thallium selenlte
Thallium (I) sulfate (Sulfuric acid, thallium
  (I) salt)
Thloacetamlde (Ethanethioamide)
Thiosemicarbazide   (Hydrazinecarbothioa-
  mlde)
Thiourea (Carbamide thio-)
Thiuram  (Bii(dimethylthiocarbamoyl)   di-
  sulfide)
Toluene (Benzene, methyl-)
Toluenediamine (Oiammotoluene)
o-Toluldine hydrochlonde (Benzenamme. 2
  methyl-, hydrochlonde >
Tolylene  dlisocyanate (Benzene.  1.3-d.iso
  cytnatomethyl-)
Toxaphene (Camphene. octachloro- >
Trlbromomethane (Bromoform)
1.2.4-Trichlorobenzene (Benzene. 1.2.4-tnch-
  loroo
1.1.1-Trlchloroethane (Methyl chloroform1
1.1.2-Trlchloroethane   (Ethane.  1.1.2 tnch
  loro-)
Trichloroethene (Tnchloroethylene'
Trlchloromethanethiol      iMethanethiol.
  trlchloro-)
Trichloromononuoromethanf     (Methane.
  trlchlorofluoro-)
2.4.5-Trichlorophenol   (Phenol.  2.4.5-tnch-
  loro-)
2.4.6-Triehloropheno)   (Phenol.  2.4.6-tnch-
  loro-)
2.4.5-Trlchlorophenoxyacftic acid (2.4.5-T)
  (Acetic acid. 2.4.i-tnchlorophf noxy-)
2.4.5-Tnchlorophenoxypropionic  acid  (24.S-
  TP)  (Silvex)  (Propionoir  and  2-II4.5-
  trichlorophenoxy )• >
                                        389
                                       D-76

-------
Port 261, App. IX

Tnchloropropane.  N.O.S.* (Propane, trich-
  lore- N O.S.')
1 2.3-Tnchloropropane (Propane. 1.2.3-trich-
  loro-i
O.O.O-Tr.ethyl  phosphorothioste  (Phos-
  prtorothioic acid. O.O.O-triethyl ester)
sym-Trmitrobenzene  i Benzene.   i.3,S-triru-
  tro-)
Trai l-azridinyl) phosphine  sulfide tPhos-
  phme sulfide. trisd-aziridlnyl-)
Tr!s<2.3-dibromopropyl>  phosphate  il-Pro-
  panol. 2.3-dibromo-. phosphate)
Try pin   blue   <2.7-Naphthalenedisulfonlc
  acid.    3.3'-((3.3'-dlmethyl(l.l -blphenyl)-
  4.4 -bis(azo>lbuwS-anUno-4-hydroxy-.
  cecrasodlum salt)
Uracil    mustard    (Uractl    5-tbis<2-
  chloroethyDammol-)
Vanadic acid, ammonium salt (ammonium
  vanadate)
Vanadium pentoxide (Vanadium (V) oxide)
Vinyl chloride (Ethene. chloro-)
Zinc cyanide
Zinc phosphide

[48 FR  27477. May 20.  1981:  46 FR 29708.
June 3.1981. a* amended at 49 FR 5312. Feb.
10. 1984: 50 FR 2000. Jan. 14. 1985}
  Errtrrivr OATX Norr At 50 FR  2000. Jan.
14. 1985. Part 261. App. VIII  wai amended
by adding the  entries for  Hexachlorodl-
aenzo-p-dloxlns.  Hexachlorodlbenzofurans.
Pentachlorodibenzo-p-dloxins.  Pentachloro-
dlbenzofurans.  Tetrachlorodlbenzo-p-dlox-
ins. and Tetrachlorodlbenzofurans. effective
July 15. 1965.

   APPENDIX IX—WASTES EXCUTDD
      UNDER §5 260-20 AND 260.22
   TABLE 1—WASTES EXCLUDED FROM NON-
             SPECIFIC SOURCES
            Sloncy *o«t
           ,  NV
  ;-tinci a
  Or««t«f
                              MM Mttr OTMt
                           .  gwwraua  itwr

                        •men coma* E»A HU-
                        •roout *«(• Not F003
                        •nd 'OOS u oO u trwt
                        ^tOOWO W "ft t ^O*0i^fl
                         •goon u ol StBHiBOt
OH  Siwcta oonem «m
      iMprowniMly   2SOOO
      cuoc rUdil  :ort«ir«d
      n m* Nonn .*ooon on
                                     S00«
          40 Cri Ch. I (7.1-SS Edition)

TABLE 2—WASTES EXCLUDED FROM SPECIFIC
                SOURCES
TABLE 3—WASTES EXCLUDED PROM COMMER-
  CIAL  CHEMICAL PRODUCTS. OFF-SPECIFICA-
  TION  SPECIES.  CONTAINER RESIDUES.  AND
  SOIL  RESIDUES THEREOF
umon C*fO«O«  **n LA      CcnumnitM to" .aeprou-
 Oxp                    '^'*»  1' 900  cuec
                        ftrdii.  one
                              .n
                              nt tn*r 9 aom
i49 FR 37070. Sept. 21. 1984}


APPENDIX X-METHOD OP ANALYSIS FOR
  CHLORINATED  DIBENZO-P-OIOXINS  AMD
   -DIBENZOPT7RANS >• *•  * '

               Method 1210
  I. Scope and Application
                         ma cocs
  ' This method is appropriate for the anal-
ysis  ot  tetra-. pent a-, and  hexactilorinated
dibenzo-p-dioxins and -dtbcnzofuran*.
  'Analytical protocol for determination of
TCDDa In phenolic chemical wastes and soil
samples obtained from  the proximity ot
chemical  dumps. T.O.  Tieman  and M.
Taylor. Brerun  Laboratory.  Wrtcht  State
University. Dayton. OH 45435.
  'Analytical protocol for determination of
chlorinated dlbenzo-p-dloxuu and chlorinat-
ed dibenzofurans in  river water. T.O.  Tier-
nan  and  M.  Taylor.  Brerun  Laboratory.
Wright State University. Dayton. OH 45435.
  •In general, the techniques that should be
used to handle  these  materials are  those
which are followed for radioactive or infec-
tious laboratory  material*.  Assistance in
evaluating laboratory practices may be ob-
tained  from  industrial hygienisu  and  per-
sons specializing  in safe  laboratory  prac-
tices. Typical Infectious waste incinerators
are probably not  satisfactory devices for dis-
posal of materials highly contaminated with
CDDs or CDFs. Safety instructions are out-
lined in EPA Test Method 613(4.0)
  See also 1) -Program  for monitoring po-
tential  contamination in the laboratory fol-
lowing the handling and analyses of chlorin-
ated dlbenzo-p-dloxins and dibenzofurans
by F D Hlleman el al.. /n. Human and En-
                                        390
                                        D-7'

-------
Environmental ProUction Agency
                      Part 261, App. X
  1 1  This method measures the concentra-
tion  of chlorinated  dlbenzo-p-dloxlns  and
chlorinated   dlbenzofurans   In  chemical
••astes including  still bottoms, filler aids.
sludges, spent carbon, and reactor residue*.
and in soils.
  1.2  The sensitivity of this method Is de-
pendent upon the level of Interferences.
  1.3  This method is recommended for use
only by analysts  experienced  with  residue
analysis and skilled In mass spectral analyti-
cal techniques.
  1.4  Because of the extreme toxlclty of
these compounds, the  analyst must take
necessary  precautions to prevent exposure
to himself, or to others,  of materials known
or believed to contain CDDs or CDFs.
  2. Summary of tht Ketiutd
  2.1  This method  U an analytical extrac-
tion  cleanup  procedure,   and  capillary
column fas  chromatograph-low resolution
mass spectrometry method,  ustnt capillary
column OC/MS  conditions  and  internal
standard  techniques, which allow for the
measurement of PCDDs and PCDPs in the
extract.
  2.2 If Interferences are encountered, the
.method provides  selected general purpose
cleaiftp procedures  to  aid the analyst in
their elimination.
  3. Interference*
  3.1 Solvent*.  reMents.  glassware,  and
other sample processing hardware may yield
discrete artifacts  and/or elevated baselines
causing misinterpretation of gas chromato-
gruns. All of these materials must be dem-
onstrated  to be free  from  Interferences
under the conditions of  the analysis by run-
ning method blanks. Specific selection of
reagenu and purification of solvents by dis-
tillation  in  all-glass systems  may  be re-
quired.
  3 2  Interferences  co-extracted  from the
samples will van considerably from source
to source, depending upon the diversity of
the  industry being sampled. PCDD Is often
associated with other interfering chlorinat-
ed compounds such  as PCS'* which may be
at concentrations several orders  of  magni-
tude hither than that of PCDD While gen-
eral cleanup techniques are provided as part
 of this method, unique samples may require
 additional cleanup  approaches to achieve
 the sensitivity stated in  Table  1.
   3.3  The other iaomers of  tetrachlorodl-
 bfnzo-p-dioxin may interfere with the meas-
 urement  of 2.3.7.8-TCDD. Capillary column
 gas  chromaiography is required  to  resolve
 virorunental Risks of Chlorinated Dloxtns
 and Related Compounds. R.E. Tucker, et al.
 eds.  Plenum  Publishing  Corp..  1963.  2)
 Siffty procedures outlined In EPA Method
 613  Federal Register volume  44. No 233.
 December 3. 1976
thosr isomtrs that yield  virtually identical
mass fragmentation patterns.
  4. Apparatus and Matrnato
  4.1. Sampling equipment for discrete or
composite sampling
  4.1.1 Grab sample bottle—amber glass. 1-
liter or  1-quart volume.  French or Boston
Round design is recommended  The contain-
er must be washed and solvent  rinsed before
use to minimize Interferences.
  4.1.2.  Bottle  caps—threaded to screw on
to the sample bottles. Caps must be  lined
with Tenon. Solvent washed foil,  used with
the shiny side towards the sample, may be
substituted for  the Teflon If sample is not
corrosive.
  4.1.3.  Compositing equipment—automatic
or manual  composing system.  No tygon or
rubber tubing may be used, and the system
must incorporate  glass  sample containers
for the collection of a minimum of 250 ml.
Sample containers must  be kept refrigerat-
ed after sampling.
  4 2  Water bath—heated, with concentric
ring cover, capable of temperature control
(±2 'C). The bath should be used  in a hood
  4.3  Gas  chromalograph/mass spectrome-
ter data system.
  4.3.1 Gas chromatograph:  An  analytical
system  with a temperature-programmable
(as chromatocraph and all required accesso-
ries Including syringes, analytical columns.
and gases.
  4.3.2 Column- SP-2250 coated on a 30 m
long  x 0.2S mm I.D. glass column (Supelco
No  2-3714  or  equivalent). Glass capillary
column conditions' Helium earner gas at 30
cm/sec linear velocity run splltless. Column
temperature U 210 *C.
   4.3.3  Mass spectrometer: Capable of scan-
ning  from  35 to 450 amu ever)- 1 sec or less.
utilizing 70 volts (nominal) electron energy
in the electron impact lonlzatlon mode and
producing  a mass spectrum which meets all
the criteria in Table 2 when 50 ng of dec*
fluorotrlphenyl-phosphine (DFTPP)  U in-
jected through the  GC  inlet. The system
must also  be capable of selected ion  moni-
toring (SIM) for at least 4  ions  simulta-
neously, with a cycle time of  1 sec or less
Minimum  integration  time for SIM 15 100
ms. Selected ion monitoring is  verified by in-
jecting .015 ng  of TCDD Cl" to give a mini
mum signal to noise ratio of 5 to 1 at  mass
328
   4.3 4  GC/MS  interface. Any  GC-to MS
Interface that  gives  acceptable calibration
points at 50 ng per  injection  for  each com-
pound of  interest and achieves  acceptable
 tuning  performance criteria  (see  Sections
 6.1-6.3)  may be used. GC-to-MS interfaces
 constructed of  all glass or glass-lined materi-
 als art recommended  Glass  can be deacti-
 vated by silanlzing with  dirhlorodimrth>lsi-
 lane The  interface  must be  capable of
                                        391
                                        D-78

-------
fart 261, App. X
          40 CFt  Ch. I (7-1-M Edition)
transporting at least 10 nc of the compo-
nents of interest from the OC to the MS.
  4.3.5 Data  system:  A computer system
must  be interfaced to the  mass spectrome-
ter. The system must allow the continuous
acquisition and storage on machine-readable
media of all maai spectra obtained through-
out the duration of the chromatographlc
pro tram. The computer must have software
that can search  any GC/MS data file for
tons of a  specific man  and that can plot
such  ion  abundances  versus time  or scan
number. This  type of plot Is defined as  an
Extracted  Ion  Current Profile (Z1CP). Soft-
ware  must also  be able to Integrate  the
abundance, tn  any EZCP. between specified
time or scan number limits.
  4.4  Pipettes-Disposable.  Pasteur. ISO mm
long x 5 mm ID (Fisher Scientific Co.. No.
13-678-4A or equivalent).
  4.5  Flint flaw bottle  (Tenon-lined screw
cap).
  4.6  Reactl-vtal (sllanlzed) (Pierce Chemi-
cal Co.).
  5. AtapenU
  5.X  Potassium  hydroxides ACS).  2%  tn
distilled water.
  5.2  SuUurtc acld-(ACS). concentrated.
  5.3  Methylene chloride,  hexane. benzene.
petroleum ether. methanoL tetradecane-pes-
tlcide quality or equivalent.
  5.4  Prepare stock  standard  solutions of
TCDD and  "Cl-TCDD  (molecular weight
328) tn a glove box. The stock solutions are
stored tn a glovebox. and checked frequent-
ly for signs of degradation or evaporation.
especially  just prior  to  the preparation of
working standards.
  5.5  Alumina-basic. Woelm: 80/200 mesh.
Before use activate overnight at MO'C. cool
to room temperature In a descicator.
  5.8  Prepurtfied nitrogen fas
  6.0  Calibration
  6.1  Before using any  cleanup  procedure.
the analyst must process a series of calibra-
tion  standards through the  procedure to
validate elutlon patterns and the absence of
interferences from reagent*.
  6.2  Prepare  OC/MS  calibration  stand-
ards  for  the  Internal  standard technique
that will allow for measurement of relative
response  factors  of  at  least  three  CDO/
"CDD ratios.  Thus, for  TCOOs.  at least
three TCDD/"Cl-TCDD  and TCDP/"C1-
TCDP  must  be determined.*  The "Cl-
  • "Cl-labelled  2.3.7.S-TCDD and  2.3.7.8-
TCDF are available from K.O.R. Isotopes,
and Cambridge  Isotopes, Inc., Cambridge.
MA. Proper standardization requires the use
of a specific labelled tsotner for each conge-
ner to be determined. However, the only la-
belled Homers readily  available are  "Cl-
2.3.7.8-TCDD and  "Cl-t.-.-TS-TCDF. This
method therefore uses these isomers as sur-
rogates  for  the  CDDs  and  CDFs.  When
TCDD/P  concentration  in  the  standard
should be fixed and selected to yield  a  re-
producible  response at the most sensitive
setting of the mass spectrometer. Response
factors for PCDD and HxCDD may be  de-
termined by measuring the response of the
tetrachloro-labelled  compounds relative to
that of the unlabelled  1.2.3.4- or  2.3.7.8-
TCDD.   1.2.3.4.7-PCDD    or    1.2.3.4.7.8-
HxCDD.  which are commercially available.'
  6.3  Assemble the necessary GC/MS  ap-
paratus and establish operating parameters
equivalent to those Indicated tn Section 11.1
of  this  method.  Calibrate   the  GC/MS
system according  to  Eichelberger.  et  al.
(1975)  by  the use  of  decsLfluorotrtphenyl
phosphtne  (DFTPP). By Injecting calibra-
tion standards, establish  the response fac-
tors for CDDs vs. "Cl-TCDD. and for CDFs
vs.  "Cl-TCDF. The detection limit provided
tn Table 1 should be verified by injecting
.015 ng of  ''Cl-TCDD which  should give  a
mjpim^m ttgital  to notse ratio of 5 to 1 at
mass 328.
  7. Quality Control
  7.1  Before processing  any  samples,  the
analyst should  demonstrate   through  the
analysis of a distilled water method blank.
that all glassware and reagents are interfer-
ence-free. Each tune a set of samples is ex-
tracted, or there is a change  In reagents,  a
method blank should be processed as a safe-
guard against laboratory contamination.
  7.2  Standard quality assurance practices
must be  used with this method. Field repli-
cates must be collected to measure the pre-
cision of the sampling technique. Laborato-
ry replicate* must be analyzed to establish
the precision of the analysis. Fortified sam-
ples must be analyzed to  establish the accu-
racy of the analysts.
  8.  Sample Collection,  Preservation,  and
Handling
  8.1  Grab and  composite samples must be
collected tn glass containers.  Conventional
sampling  practices  should   be  followed.
except   that  the  bottle must  not  be
prewashed  with  sample before collection.
Composite samples should be collected in
glass containers in accordance with the re-
quirements of the RCRA program. Sam-
pling equipment must be free of tygon and
other potential sources of contamination.
  8.2 The samples must  be Iced or refriger-
ated from the time of collection  until ex-
 other labelled CDDs and  CDFs are avail-
 able, their use will be required.
   • This procedure is adopted because stand-
 ards are not available for most of the CDDs
 and  CDFs. and assumes that  all the con-
 geners will show the same response as the
 unlabelled congener used as a standard.  Al-
 though this assumption  may not be true in
 all cases, the error will be small.
                                        392
                                       D-79

-------
 Environmental Protection Agency
                       Part 261,  App. X
 traction Chemical preservatives should not
 t>c  used In  the  field unless  more than  24
 hours will elapse before delivery to the labo-
 ratory.  If an aqueous aample if it'- n and
 the sample  will  not  be extracted within 48
 hours of collection,  the sample should  be
 adjusted to a pH  range  of 4.0-8.0 with
 sodium  hydroxide or sulfurlc acid.
  8.3  All samples must be extracted within
 7 days  and  completely analyzed  within  30
 days of  collection.
  9. .Extraction and Cleanup Procedures
  9.1  Use an aliquot of 1-101 sample of the
 chemical waste or soil to be analyzed. Soils
 should  be dried  using a stream of prepurl-
 fied nitrogen and pulverized in a ball-mill or
 similar  device. Perform this operation in a
 clear  area with proper hood space. Transfer
 the sample  to a tared 135  ml flint glass
 bottle (Teflon-lined  screw  cap) and deter-
 mine  the weight of the aample. Add an ap-
 propriate  quantity  of 'Cl-labelled 2,3.7,8-
 TCDO (adjust the quantity according to the
 required minimum  detectable  concentra-
 tion), which is  employed  a*  an internal
 standard.
  9.2  Extraction
  9.2. l  Extract chemical waste samples by
 adding  10 ml methanol. 40  ml petroleum
 ether. SO ml  doubly distilled water, and then
 shaking the mixture for 2 minutes. Tars
 should be completely dissolved in any of the
 recommended  neat   solvents.   Activated
 carbon samples must be extracted with ben-
 zene  using  method 3540 in SW-846  (Test
 Methods for Evaluating Solid Waste— Physi-
 cal/Chemical  Methods,  available   from
 C.P.O.  Stock #055-022-81001-2).  Quantita-
 tively transfer the  organic extract or dis-
 solved sample to a clean 250 ml flint glass
 bottle (Teflon lined  screw cap), add 50 ml
 doubly distilled water and shake for  2 min-
 utes Discard the aqueous layer and proceed
 with Step 9.3
  9.2.2  Extract soil  samples  by adding 40
 nil of petroleum ether  to the sample, and
 then shaking for 20 minutes. Quantitatively
 transfer the organic  extract to a  clean 250
 ml  flint glass  bottle (Teflon-lined  screw
 cap),  add 50 ml  doubly distilled water and
 shake for 2  minutes  Discard the aqueous
 layer and proceed with Step 9.3.
  9.3  Wash  the organic layer with 50 ml  of
 205: aqueous potassium hydroxide by shak-
 ing for 10 minutes and then remove and dis-
 card the aqueous layer
  9 4  Wash  the organic layer with 50 ml  of
 doubly distilled water by shaking for  2 min-
 utes, and discard the aqueous layer.
  9.5  Cautiously add  50 ml concentrated
sulfuric  acid and  shake  for  10  minutes
Allo«  the mixture to stand until layers sep-
arate  (approximately  10  minutes),  and
 remove  and  discard the acid  layer Repeat
acid washing until no color is visible  In the
aoo layer
  9 6 Add 50 ml of doubly distilled »ater «.
 the organic extract and shake lor 2 minutes
 Remove and discard the aqueous layer and
 dry the organic layer by adding log of anh>
 drous sodium sulfate.
  97 Concentrate the extract to  incipient
 dryness  by heating in a 55' C  water bath
 and simultaneously flowing a stream of prr
 purified nitrogen  over the extract. Quanu
 tatlvely  transfer the residue to  an alumina
 mlerocolumn fabricated as follows
  9.7.1  Cut off the top  section of a 10 ml
 disposable Pyrex pipette at the 4.0 ml mark
 and insert a plug of silanlzed glass wool into
 the  tip  of the lower portion of the pipette
  97.2  Add  2.8g  of Woelm basic alumina
 (previously activated at 600' C overnight
 and then cooled to room temperature in  a
 desiccator Just pnor to use).
  9.7.3  Transfer   sample  extract  with   a
 small volume of methylene chloride.
  9.8 Elute the mlerocolumn with 10 ml of
 3% methylene cholnde-ln-hexane  followed
 by  15 ml of 20% methylene  chloride m
 hexane  and discard these effluents. Elute
 the  column with  IS ml  of S07r methylene
 chloride-tn-hexane and concentrate this ef-
 fluent (55- C water bath, stream of prepuri-
 fled nitrogen) to about 0.3-0.5 ml.
  9.9 Quantitatively  transfer  the  residue
 (using methylene chloride  to rinse the con
 Ulner)  to a slianlzed  Reacti-VlaJ (Pierce
 Chemical Co.). Evaporate, using a stream of
 prepuri/ied  nitrogen,  almost  to  dryness
 rinse the walls of the vessel with  approxi
 mately 0.5 ml methylene chloride, evaporate
 just  to  dryness. and  tightly cap the vial
 Store the vial at  5'  C until  analysis, at
 which time the sample is  reconstituted by
 the addition of tndecane.
  9.10  Approximately  1  hour  before GC-
 MS (HRGC-LRMS) analysis, dilute the resi-
 due in the micro-reaction vessel with an ap
 proprlate quantity  of  tridecane   Gent)\
 swirl the tridecane on  the  lower portion of
 the vessel to ensure dissolution of the CDDs
 and  CDF*. Analyze a sample by OC/EC to
 provide  insight into the  complexity  of the
 problem, and to determine the  manner in
which  the mass   spectrometer  should  be
 used. Inject an appropriate aliquot  of the
sample into the GC-MS instrument, using  a
syringe.
  9.11  If. upon preliminary GC-MS analy-
sis,  the  sample appears to  contain  Interfer
 ing  substances which  obscure  the  analyses
for   CDDs and  CDPs. high  performance
 liquid chromatographic (HPLC>  cleanup of
the extract is accomplished, prior to further
GC-MS  analysis
  10. HPLC Cleanup Procedure'
  ' For  cleanup  see  also method 08320 or
08330. SW-846. Test Methods for Evaluat
Ing  Solid Waste.  Physics; Chemical Meih
odsU962>.
                                       393
                                       D-80

-------
Part 161, App. X
          40 OF! Ch. I (7-145 Edition)
  10.1  Place approximately 3 ml of hexant
m a 50 ml flint flaw aamplt bottle  fitted
with a Teflon-lined cap.
  10.2  At the appropriate retention time.
position  sample bottle  to collect  the re-
quired fraction.
  10.3  Add 2 ml  of 3% (v/v) sodium car-
bonate to the sample fraction collected and
shake for one minute.
  10.4  Quantitatively  remove the hexane
layer (top layer) and tranafer to a micro-re-
action vesaeL
  10.5  Concentrate the  fraction to dryness
and retain for further analysis.
  11. GC/.WS Analytit
  ll.l  The following column condition* are
recommended: Olaea capillary column condi-
tion*: SP-2230 coated on a 30 m lone x 0.29
mm  I.D. glass column (Supeleo No. 2-11U.
or equivalent) with helium carrier gas at 30
cm/sec linear velocity, run splltless. Column
temperature Is 210 C. Under these condi-
tion* the retention time  for TCODi la about
9.5 minute*.  Calibrate  the  system  dally
with, a minimum  three  Injection* of stand-
ard mixture*.
  11.2  Calculate response factors for stand-
ard* relative  to "Cl-TCOD/F (»ee Section
12).
  11.3  Analyse sample* with selected ion
monitoring of at lea*t two Ion* from Table
3. Proof of the presence  of CDD or CDF
exist* if the following condition* are met:
  11.3.1  The retention time of the peak In
the sample must  match that In the stand-
ard, within the performance specification*
of the analytical system.
  11.3.2  The  ratio  of   Ion*  must  agree
within 10% with that of the standard.
  11.3.3 The retention time of the  peak
maximum for the Ions of interest must ex-
actly match that of the peak,
  11.4  Quantltate the CDD and CDF peak*
from  the response relative to the   "Cl-
TCDD/F  internal standard*.  Recovery of
the internal standard  should be greater
than 50 percent.
  11.3  If a response i* obtained for the ap-
propriate set of Ion*, but I* outside the ex-
pected ratio, a co-elutlng Impurity may be
suspected. In Chi* eat*, another set of ion*
charactertitlc of the  CDD/CDF molecules
should  be analyzed.  For  TCDD a  good
choice of ion* 1* rave 237 and m/e 259. For
TCDF a good choice of ton* U m/e 241 and
243. These ion* are useful In characterizing
the molecular structure to TCDD or TCDF.
For analyst* of TCDD  good analytical tech-
nique would require using all four Ions, m/e
237. 320. 322. and 326. to  verify detection
and signal to noise ratio of 3 to l. Suspected
impurities such as DDE. DDD. or PCB resi-
due* can be confirmed  by checking for their
major fragment*. These material* can be re-
moved by the  cleanup column*. Failure to
meet  criteria should be explained In the
report, or the sample reanalyzed.
  11.6 It broad background Interference re-
strict* the sensitivity of the CC/MS analy-
st*, the analyst should employ cleanup pro-
cedures and  reanalyze by OC/MS. See sec-
tion 10.0.
  11.7 In those circumstance* where these
procedures do not yield a definitive conclu-
sion,  the use of high resolution maa* spec-
trometry la suggested.
  12. C&lculationt
  12.1 Determine the concentration of indi-
vidual compounds according to the formula:
                       Concentration. jig/gm-
                                                     AxA.
where:
A-ug of Internal standard added to the
    sample •
G - ftn of sample extracted
A.-area of characteristic ion of the com-
    pound being quantified.
A.«area of characteristic ton  of the  inter-
    nal standard
R, - response factor'
  'The proper amount of standard to be
 used  i*  determined from the  calibration
 curve (See Section 6.0).
  Mf   standards   for   PCDDs/Fs   and
 HxCDDs/Fs are not available, response fac-
 '.on for  Ions derived from these congeners
 *re calculated relative to '"Cl-TCDD/F  The
  Response factors are calculated using data
 obtained from the analysis of standards ac-
 cording to the formula:
 analyst may use response factors for 1.2.3,4-
 or   2.3.7.8-TCDD.    1.2.3,4.1-PeCDD.   or
 1.2.3.4.1.8-HxCDD   for  quantitatlon   of
 TCDDs/Fs.  PeCDDs/Fs  and  HxCDDs/Ps.
 respectively. Implicit in this requirement is
 the assumption that  the same response is
 obtained  from  PCDDs/Fs  ccoruaming the
 same numbers of chlorine atoms
                                        394
                                        D-81

-------
Environmental Protection Agency                               Port 261, App. X
                                           *Cu<  10 *»• limci in* GC MC»0.'OJ"3 «OM »»W»% I 1
                                           ml •tlccl'v* (in* ITOIum* O' in* 1 M»- Umpt ••!'•;' |no I
             pf  	               GC ruactio'* O* & m«ro*tt«rt  D*t*CbO" lev** •PO'K 1C OOf
             "     .    ~                 (Wciron C*OIL/'« ina GC'MS a»'->cio«  fv iunn»' MI««>
                                           •M 44 FA 6«S2« (Ooeomo* 3

   wnere                                       TABLE 2—OFTPP KEY IONS AND ION
C.»concentration of the internal standard               ABUNDANCE CRITERIA '
C,-concentration  of   the  standard  com-	
   pound
  12.2  Report  results in microrrams  per
gram  without correction for recovery data.          " ! Jo-sw*. o» «IM»'•*
When duplicate and spiked samples are ana-          •§ i L»M w»n 2% ot mm •»
lyzed. all data obtained  should be reported.          ™ i iTL'^'V** w i"«w M
  12.3  Accuracy and Preetston. No data are         ;•; , r^Vf.T^*  "  ...
available at this time.                              ,J^ I jj, pj^ ,00% WMM

 TABLE 1—GAS CHROMATOORAPMY OF TCDO          ^ ' *~'% * "^ 19e
                                  	         MS ! GfMMr ton 1% o< m«u 1M
                                    D*t»C          441 ' *T«Mnt BUI MO Mn mtu 443
          Column            ion tn» , ion wnn         ^j | a,^^, g^, 40% 01 nwu 1»8
         	(m""  i^a'^''         443 117-23% ol mu* 442
                               • i    0003     'j w Eenwoorgw  LE Hwn* vw W L
                                                   eomooune 1C omoriii or wundinc*
         km.: tor njy,; Mmowt » 0003 »g'i TN« fj   m«ni IT gai cnrematograpnymui io*ci'0m«vy Arwyiici'
                            GC i             ~	
TABLE 3—LIST OF ACCURATE  MASSES MONITORED USING GC SELECTED-ION MONITORING.  LOW
  RESOLUTION. MASS SPECTROMETRV FOR  SIMULTANEOUS DETERMINATION OF TETRA-. PENTA-.
  AND HEXACHLORINATEO DlBENZO-p-OlOXINS AND DlBENZOFURANS
     Out of emonnatta decniaaaiin or dtcnzotmn        enanfw
                                                                           |   ACOrOU


                                                                I     'Of     |    f»BC
                                                 '",, !  C,,H.-,O,1.   C,,H.-,6o. I  onb*»e<
T.ffi                                    .            4     ' 3lt ««7     ' X3 K2        0 74
                                            I        |      321S*      3OSM3        100
                                            I             • 127 MS     >111«M ,

                                            !             '24»»30            |       02C
•*«o v\ TCDO in*tr**i tx eontimwiion

 [50 PR 2001. Jan  14.1985)                    ,AIT MJ_STANDARDS APPLICAILE

  ^.7^ DA,?, Nolt tl S0 re 2001  Jan      TO GENERATORS OF HAZARDOUS
 14. 1985. Part 261. App. X was added, effec-      U/ACTE
 live July 15. 1985                               WA»lt
                                            Sec.
                                            262.10  Purpose, scope, and appllcabillt>
                                            26211  Hazardous »aste determination
                                            262 12  EPA identification numbers
                                        395


                                        D-82

-------
                                     B.  HAZARDOUS WASTE

                                        PART  234
                                       SUBPART 0
                                      INCINERATORS
                               40 CFR 264.340  -  264.347
f  '
           6060A

-------
§ 264.340
         40 CFR Ch. I (7-MS Edition)
hazardous wastes FO20, FO21. FO22.
FO23. FO26.  and  FO27  in order to
reduce the possibility of migration of
these wastes to ground water,  surface
water, or air so  as to protect  human
health and the environment.
(50 FR 2004. Jan. 14. IMS]
  Enrcnvi DATI HOTT At 50 FR 2004. Jan.
14. 19SS. | 264.317 WM added, effective July
IS. 1985.

•0 264.31ft— 264.339 (RMcrredl

       Swbpcrt O—Incinerators

  Souxcr 46 FR  7678. Jan. 23.  1981. unleM
otherwise noted.

12*4.340  Applicability.
  (a)  The regulations In this subpart
apply to owners or operators of facili-
ties that Incinerate hazardous waste.
except as  | 264.1 provides  otherwise.
The following facility owners or opera-
tors are  considered to incinerate haz-
ardous waste:
  (1)  Owners or  operators of  hazard-
ous waste  incinerators (as defined in
I 260.10 of this chapter): and
  (2)  Owners or operators  who  bum
hazardous waste in boilers or in indus-
trial furnaces in order to destroy the
wastes.
  (b) After consideration of the waste
analysis  included with Part B of the
permit application, the Regional Ad-
ministrator, in establishing the permit
conditions, must exempt the applicant
from all  requirements of this Subpart
except I 264.341 (Waste analysis) and
i 264.351 (Closure).
  (1)  If  the Regional Administrator
finds that the waste to be burned IK
  (1) Listed as  a hazardous waste in
Pan 261. Subpart D, of this chapter
solely because  It is ignitable (Hazard
Code  I), eorroeive (Hazard Code C), or
both;  or
  (U)  Listed as a hazardous waste In
Pan 261. Subpart O. of this chapter
solely because  it is reactive (Hazard
Code R>  for characteristics other than
those listed in  I 261.23(a) (4) and (5).
and will not be burned when other
hazardous  wastes are present  in the
combustion zone; or
  (ill) A hazardous waste  solely be-
•ause it possesses the characteristic of
ignltability. corrosivlty. or both, a* de-
termined  by the test for characteris-
tics  of  hazardous wastes under Pan
261. Subpart C. of this chapter: or
  (iv) A  hazardous  waste  solely  be-
cause it possesses any of the reactivity
characteristics described by i 261.23(a>
(1).  (2). (3). (6). (7). and (8)  of this
chapter, and will not be burned when
other hazardous wattes are present in
the combustion zone: and
  (2) If the waste analysis shows that
the waste contains none of the hazard-
ous constituent* listed in Pan 261. Ap-
pendix  VIII,  ol this chapter, which
would reasonably be  expected to be in
the waste.
  (c) If the waste to  be burned Is one
which   is  described  by  paragraphs
(bxixi).   (bXIXii).   (bXIXlil).   or
(b)UXlv)  of this section and contains
insignificant  concentrations  of the
hazardous constituents listed  in Pan
261. Appendix VIII.  of  this chapter.
then the Regional Administrator may.
in   establishing  permit  conditions.
exempt the applicant from all require-
ments   of  this  Subpart.   except
1264.341    (Waste    analysis)   and
1264.351 (Closure), after consideration
of the  waste analysis Included with
Part  B  of  the permit application.
unless   the  Regional  Administrator
finds that the waste will pose a threat
to human health and the environment
when burned In an Incinerator.
  (d) The owner or operator of an in-
cinerator may conduct trial burns sub-
ject  only  to  the   requirements   of
1270.62 of this chapter (Short term
and incinerator permits).
(46 FR 7678. Jan. 23.1961. u amended at 47
FR 275J2. June 24. 1962: 48 FR  14295. Apr.
1. ItM: SO FR 089. Jan. 4.198S)
  gfyn.ilu DAW NOTE  At 90 FR 969. Jan.
4. 1989.  I264.J40U) WM revised,  effective
July  9. 1989. For the convenience of  the
user, the superseded Uxt Is set out below:

• S64J4*  Applicability.
  (a) The regulation* In thii Subpart apply
to owners and operators of facilities that in-
cinerate hasardous waste, except at 1264.1
provides otherwise.
1264.341  Waste analysis.
  (a)  As a portion of  the trial burn
plan required by i 270.62 of this chap-
                                   506
                                   D-S3

-------
Environmental Protection Agency
                           §264.343
ter. or with Part B of the permit appli-
cation, the  owner or  operator must
have included an analysis of the waste
feed sufficient to provide all informa-
tion required by I 270.62(b> or I 270.19
of this chapter. Owners or operators
of new  hazardous waste Incinerators
must provide the information required
by i 270.62(c) or | 270.19 of this chap-
ter to the greatest extent possible.
  (b)  Throughout normal  operation
the owner  or  operator must  conduct
sufficient waste analysis to verify that
waste feed to the incinerator Is within
the physical and chemical composition
limits specified In his permit (under
I 264.345(b)).

(Approved by the Of flee of Management
and Budget undtr  control number 2050-
0003)
[46 PR 7678. Jan. 23.1M1. at amended at 47
FR 27S32. June 34. 1M3: 48 FR 14295. Apr.
1. 1983: 48 FR 30115. June 30. 1983; SO FR
4514. Jan. 31.19851

1264442  Principal  organic   hazardous
    constituents (POHCs).
  (a)  Principal Organic  Hazardous
Constituents (POHCs)  In  the waste
feed must be treated to the extent re-
quired by the performance standard of
I 264.343.
  (l).  In addition, the  owner
or  operator of  the incinerator  must
notify  the  Regional Administrator of
his  intent  to   incinerate hazardous
wastes  PO20,   PO21.   PO22.   PO23.
FO26. or PO27.
  (b) An incinerator burning hazard-
ous waste  and  producing stack emis-
sions of more than 1.8 kilograms per
hour (4 pounds per hour) of hydrogen
                                   507
                                   D-84

-------
  264.344
         40 CFR Ch. i (7.1-15 Edition)
chloride (HC1) must control HC1 emis-
sions such that the rate of emission is
no greater than the larger of either 1.8
kilograms per hour or  1% of the HC1
in the  stack gas prior to entering any
pollution control equipment.
  (c) An incinerator  burning hazard-
ous waste  must not  emit particulate
matter in excess of 180 milligrams per
dry standard cubic meter (0.08  grains
per dry standard cubic foot) when cor-
rected  for the amount of  oxygen  in
the stack gas  according to the formu-
la:
          P, - P.
                      21-Y
Where Pc is the corrected concentra-
tion of particulate matter, P. is the
measured concentration of particulate
matter, and Y is the measured concen-
tration  of oxygen in  the stack gas.
using the  Orsat method  for oxygen
analysis  of dry  flue gas, presented  in
Part 60, Appendix A (Method 3),  of
this Chapter. This correction proce-
dure is to be used by  all hazardous
waste incinerators  except  those oper-
ating under  conditions of oxygen en-
richment. For these facilities, the Re-
gional Administrator will select an ap-
propriate correction  procedure,  to  be
specified in the facility permit.
  (d) For purposes of permit enforce-
ment, compliance with  the operating
requirements specified in the permit
(under  1264.345)  will be  regarded  as
compliance with this section. However,
evidence that compliance with  those
permit  conditions  is  insufficient  to
ensure compliance with the  perform-
ance requirements  of this  section may
be  "information"  justifying modifica-
tion,  revocation,  or reissuance  of  a
permit under i 270.41 of this chapter.
[46 FR 7678. Jan. 23. 1981. as amended at 47
FR 27532. June 24. 1982. 48 PR 14295. Apr
1. 1983. 50 FR 2005. Jan. 14. 19851
  ErrrcTivr DATS NOTE: At 50  FR 2005. Jan
14.  1965.  (264343(2) was revised, effective
July 15. 1985 For the convenience  of the
user, the superseded text is set out below

4 -'6-1 343  Performance *iandardi.
  (a) An incinerator  burning  hazardous
waste must  achieve a destruction and re-
moval efficiency (ORE) of 99.99%  for each
principal  organic  hazardous  constituent
(POHC) designated (under 1264.342) in its
permit  for each waste feed.  DRE  is deter-
mined for each POHC  from the following
equation:
        O«E.
Where:
  W,.«Mass feed rate of one principal or-
   ganic hazardous constituent (POHC) in
   the waste stream feeding the incinera-
   tor, and
  WM,«Mass emission  rate of the  same
   POHC  present  in  exhaust  emissions
   prior to release to the atmosphere.
S 264.344  Hazardoui  watte  incinerator
    permit*.
  (a) The owner or operator of a haz-
ardous  waste  incinerator  may burn
only wastes specified in his permit and
only under  operating conditions speci-
fied for  those  wastes under i 264.345.
except:
  (1)  In approved trial  burns  under
} 270.62 of this chapter, or
  (2)  Under exemptions  created  by
I 264.340.
  (b) Other hazardous  wastes may  be
burned only after operating conditions
have been specified in a new permit or
a permit modification as  applicable.
Operating  requirements   for  ne*
wastes may be be based on either trial
burn results or alternative data includ-
ed with Part B of a permit  application
under  ! 270.19 of this chapter.
  (c) The permit  for a  new hazardous
waste  incinerator must establish  ap-
propriate conditions for each  of  the
applicable  requirements  of this Sub-
part,  including but  not limited to  al-
lowable waste feeds and operating con-
ditions necessary to meet the require-
ments   of   3 264.345.   sufficient   to
comply with the following standards.
  d)  For  the  period beginning with
initial introduction of hazardous waste
to the incinerator and ending with ini-
tiation of the trial burn, and only  for
the minimum  time  required  to estab-
lish operating conditions required in
                                    508
                                   D-8:

-------
Environmental f rot»etl«m Agtmcy
                           § 264.345
paragraph (ex 2) of this section, not to
exceed a duration of 720 hours operat-
ing time for treatment of hazardous
waste,   the   operating  requirements
must be those  most likely to ensure
compliance   with   the   performance
standards of I  264.343.  based  on the
Regional Administrator's  engineering
judgment. The Regional  Administra-
tor may extend the duration  of this
period  once for up to 720 additional
hours when good cause for the exten-
sion Is  demonstrated by the applicant.
  (2) For the  duration  of the trial
burn,  the   operating  requirements
must   be  sufficient to  demonstrate
compliance   with   the   performance
standards of I 284.343 and must be in
accordance  with the approved trial
burn plan:
  (3) For the period immediately fol-
lowing completion of the trial  burn,
and only for the minimum period suf-
ficient  to allow sample  analysis, data
computation, and submission  of the
trial burn results by the applicant, and
review  of the  trial burn  results and
modification of the facility permit by
the Regional Administrator, the oper-
ating   requirement! must be  those
most likely to ensure compliance with
the    performance   standards   of
i 264.343. based on the Regional Ad-
ministrator's engineering Judgement.
  (4) For the  remaining  duration of
the  permit, the  operating  require-
ments  must be  those demonstrated. In
a  trial burn or  by alternative data
specified In  i 270.19(c) of this chapter,
as  sufficient to  ensure  compliance
with the performance standards of
i 264.343.

(Approved  by the Office of Management
and Budget  under control number 2050-
0002)
(46 FR  7678. Jan. 23. 1681. M amended at 47
FR 27S32. June 24. 1982; 48 FR 14299. Apr.
I. 1983: 50 FR 4514. Jan. 31. 19851

t 2(4.345  Operating requirement*.
  (a) An incinerator must be operated
in accordance with operating require-
ments  specified in  the permit. These
will be specified on a case-by-case basis
as those demonstrated (In a trial burn
or  in alternative data as specified in
I 264.344(b) and included  with Part B
of a facility's permit application) to be
sufficient to comply with the perform-
ance standards of i 264.343.
    Each set of operating  require-
ments will  specify the composition of
the waste  feed  (including acceptable
variations in  the  physical or chemical
properties of  the waste feed which will
not affect  compliance  with  the per-
formance requirement of  i 264.343) to
which  the  operating requirements
apply. For each such  waste feed, the
permit will specify acceptable operat-
ing limits Including the following con-
ditions:
  (1)  Carbon monoxide (CO) level in
the stack exhaust gas:
  (2) Waste feed rate:
  (3) Combustion temperature;
  (4) An appropriate Indicator of com-
bustion gas velocity;
  (5) Allowable variations in incinera-
tor system design or operating  proce-
dures; and
  (6)  Such  other operating  require-
ments as are necessary to ensure that
the   performance    standards   of
i 264.343 are  met.
  
-------
§ 264.347
         40 CFR Ch. I (7-1-85 Idition)
tions exceed limits  designated  in  its
permit.
(Approved by  the  Office of Management
and  Budge',  under control  number  2050-
0002)
C46 FR 7678. Jan  23. 1981 as amended at 47
FR 27532. June 24. 1982. 50 FR 4514. Jan
31 19851

§264.3-16  [Reserved]

§ 264.347  Monitoring and inspections.
  (a) The owner or operator must con-
duct, as  a  minimum, the  following
monitoring  while incinerating  hazard-
ous waste:
  <1> Combustion  temperature,  waste
feed rate, and the indicator of combus-
tion gas velocity specified in the  facili-
ty permit must  be monitored on a con-
tinuous basis.
  (2) CO must be momtored on a con-
tinuous basis at a point in the  inciner-
ator downstream  of the  combustion
zone and prior to release to the atmos-
phere.
  (3) Upon  request  by  the Regional
Administrator,  sampling  and  analysis
of the  waste  and exhaust emissions
must be conducted to verify that the
operating requirements established in
the  permit  achieve  the  performance
standards of f 264.343.
  (b) The  incinerator and associated
equipment (pumps, valves, conveyors.
pipes, etc.) must be subjected to thor-
ough visual  inspection, at least  daily,
for leaks, spills, fugitive emissions, and
signs of tampering.
  (c) The emergency waste feed cutoff
system and associated alarms must  be
tested at least  weekly to verify  oper-
ability.  unless  the applicant  demon-
strates to the Regional Administrator
that weekly inspections will unduly re-
strict or upset operations and that less
frequent inspection  will be adequate.
At a  minimum, operational  testing
must be conducted at least monthly.
  (d) This monitoring and inspection
data must be recorded and the records
must be placed  in the operating log re-
quired by 5 264.73.

• Approved by the Office of Management
and  Budget  under control  number  2050-
0002)
(46 FR 7678. Jan  23. 1981. as amended at 47
FR 27533. June 24. 1982. 50 . H 4514. Jan.
31. 1985)
§§264.348—264.350  [Reserved]

§ 264.351  Cloiure.

  At  closure  the owner  or operator
must remove  all hazardous waste and
hazardous waste  residues (including,
but  not  limited  to.  ash.  scrubber
waters, and scrubber sludges) from the
incinerator site.

[Comment, At  closure, as throughout the
operating period, unless the owner or opera-
tor can demonstrate, in accordance  with
1261.3(d) of this chapter, that the residue
removed from the Incinerator is not a haz-
ardous waste,  the owner or  operator be-
comes a generator of  hazardous waste and
must manage it in accordance with applica-
ble requirements  of Pans 262-266 of this
chapter.)


§8 264.352—264.999  [ Reserved ]
     APPENDIX I—RECORDKEEFINC
            INSTHUCTIONS

  The recordkeeping  provisions of i 264.73
specify that an owner or operator must keep
a written operating record at  his facility
This appendix provides additional instruc-
tions for keeping portions  of the  operating
record. See i 264.73
-------
                           APPENDIX E

                       ANALYTICAL METHODS

     - EPA Contract Laboratory Protocol for GC/MS Analysis
       of Purgeable Organics  in Water,  Soils, and Sediments

     - EPA Protocol for the Analysis of Volatile Principle
       Organic Hazardous  Constituents Using VOST

     - National Institute for Occupational Safety
       and Health Method
       No. P & CAM 127

     - Standard Method 209 G
6060A

-------
       EPA CONTRACT LABORATORY PROTOCOL FOR  GC/MS  ANALYSIS
        PURGEABLE ORGANICS IN WATER, SOILS,  AND  SEDIMENTS
6060A

-------
                                                                              IV.

1.  CC/MS Analytic  of  Purgeable Organic*

    1.1    Summary of Method*

          1.1.1    Water samples

                  An inert gas is bubbled through a 5 mL sample contained in a
                  specifically designed purging chamber at ambient temperature.
                  The  purgeables are efficiently transferred from the aqueous
                  phase to the vapor phase.  The vapor is swept through a torbent
                  column vhere the purgeables are trapped.  After purging is com-
                  pleted, the sorbent column is heated and backflushed with the
                  inert gas to desorb the purgeables onto a gas chromatographic
                  column.  The gas chromatograph is temperature programmed to
                  separate the purgeables which are then detected with a mass
                  spectrometer.

                  An aliquot of the sample is diluted with reagent water when
                  dilution is necessary.  A 5 mL aliquot of the dilution is
                  taken for purging.

          1.1.2   Sediment/Soil Samples

                  1.1.2.1   Low Level.  An inert gas is bubbled through a mixture
                            of a 5 gm sample and reagent water contained in a sug-
                            gested specially designed purging chamber  (illustrated
                            on page I>-95) at elevated temperatures.  The purgeables
                            are efficiently transferred from the aqueous phase to
                            the vapor phase.  The vapor is swept through a sorbent
                            column where the purgeables are trapped.   After purging
                            is completed, the sorbent column is heated and back-
                            flushed with the inert gas to desorb the purgeables
                            onto a gas  chromatographic column.  The gas chromato-
                            graph is temperature programmed to separate the purge-
                            ables which are then detected with a Bass  spectrometer.
                                        r- ]_
                                                                        Rev:  9/8-

-------
                                                                         IV.

              1.1.2.2   Medium Level.  A measured amount of soil is extracted
                       with methanol.  A portion of the methanol extract is
                       diluted to 5 ml. with reagent water*  An inert gas
                       is bubbled through this solution in a specifically
                       designed purging chamber at ambient temperature.
                       The purgeables are effectively transferred from the
                       aqueous phase to the vapor phase.  The vapor is swept
                       through a sorbent column where the purbeables are
                       trapped.  After purging is completed, the sorbent
                       column ia heated and backflushed with the inert gas
                       to desorb the purgeables onto a gas chromatographic
                       column*  The gaa chromatograph is temperature pro-
                       grammed to separate the purgeables which are then
                       detected with a mass spectrometer.

1.2   Interferences

      1.2.1   Impurities  in  the purge gas, organic compounds out-gassing
              from the plumbing ahead  of  the trap, and  solvent  vapors in  the
              laboratory  account for the majority  of contamination  problems.
              The analytical system  must  be  demonstrated  to  be  free from
              contamination  under  the  conditions  of  the analysis  by running
              laboratory  reagent  blanks  aa  described in Exhibit E.   The use
              of non-TFE  tubing, non-TFE thread  sealants,  or flow controllers
              with rubber components in  the  purging  device should be avoided.

      1.2.2   Samples can be contaminated by diffusion  of  volatile  organlcs
              (particularly fluoroearbona and  methylene chloride) through
              the septum seal into the sample  during storage and handling.
              A holding blank prepared from reagent  water and  carried through
              the holding period and the analysis protocol serves as a  check
              on such contamination.  One holding blank per case must be
              analysed.
                                   E-2
                                                                       5/84

-------
      1.2.3    Contamination by  carry  ever  can  occur whenever  high level end
              low level  aamplet are sequentially  analysed.  To  reduce carry
              over,  the  purging device and sampling syringe must be  rinsed
              with reagent  water between sample analyses.  .Whenever  an
              unusually  concentrated  sample is encountered, it  should be
              followed by an analysis of reagent  water to  check for  cross
              contamination.  For samples  containing  large amounts of 'water-
              soluble materials, suspended solids, high boiling compounds
              or high purgeable levels, it may be necessary to  wash  cut
              the purging device with a detergent solution, rinse it with
              distilled  water,  and than dry it in a  105'C oven  between
              analyses.  The trap and other parts of  the systea are  also
              subject to contamination; therefore, frequent bakeout  and
              purging of the entire  systea may be required.

1.3   apparatus and  Materials

      1.3.1    Micro  syringes - 25 uL and larger,  0.006 inch ID needle.

      1.3.2    Syringe valve - two-way, with Luer ends (three each),  if
              applicable to the purging device.

      1.3.3    Syringe  - 5 ml., gas tight with shut-off valve.

      1.3.4    Balance-Analytical, capable of accurately weighing 0.0001  g.
              and a top-loading balance capable of weighing  O.lg.

      1.3.5    Glassware

              1.3.5.1   o  Bottle - 15 mL, screw cap, with Teflon cap liner.
                       o  Volumetric  flasks - class A with ground-glass stoppers
                       o  Vials - 2 mL  for CC autosampler.
                                    E-3
                                                                        5/84

-------
                                                                    IV.

1.3.6    Purge  and trap  device  -  The  purge  aad  trap  device  consists  of
        three  aeparate  pieces  of  equipment;  the  sample  purger,  trap
        and  Che desorber.   Several complete  devices are now commercially
        available.

        1.3.6.1   The sample purger  muse be  designed to accept  5 mL
                  samples  with a water column  at least  3 cm deep.   The
                  gaseous  head apace between the water  column and the
                  trap  must have a total volume  of  less than 15 mL.   The
                  purge gas must pass through  the water column  as finely
                  divided  bubbles with a diameter of less  than  3 ma at
                  the origin.  The purge gas must be introduced no  more
                  than  5 ma from the base  of the water  column.  The
                  •ample purger, Illustrated in  Figure  1,  meets these
                  design criteria.   Alternate  sample purge devices  may
                  be utilized  provided equivalent performance  is
                  demonstrated.

        1.3.6.2   The trap must  be at least  25 cm long  and have an  inside
                  diameter of  at least 0.105 inch.   The trap must  be
                  packed to contain  the following minimum  lengths  of
                  absorbents:   1.0 cm of  methyl  silicone coated packing
                  (31  OV-1 on  Chromosorb W or  equivalent), 15 cm  of 2,6-
                  dlphenylene  oxide  polymer (Tenax-GC 60/80 mesh)  and 8
                  cm of silica gel  (Davison Chemical, 35/60 mesh,  grade
                  15,  or equivalent). .The minimum  specifications  for the
                  trap  are illustrated in Figure 2.

        1.3.6.3   The  desorber should be capable of rapidly heating
                  the  trap to  160*C.  The  polymer section of the
                  trap should  not be heated higher  than 180*C and
                  the  remaining sections should not exceed 220*C.
                  The  desorber design, Illustrated in Figure 2, meets
                  these criteria.
                            E-4
                                                                 5/8A

-------
        1.3.6.A    The  purge and  trap device Bay be assembled as a
                  separate unit  or be coupled to a gas chroaatograph
                  as Illustrated in Figures 3 and 4.

        1.3.6.5    A heater or  heated bath  capable of maintaining the
                  purge  device at 40*C  + 1'C.
1.3.7   GC/MS  system
        1.3.7.1   Gas chroaatograph - An  analytical  system coaplete with
                  • temperature programmable gas  chromatograph  suitable
                  for on-coluon Injection and all required accessories
                  including syringes, analytical  columns, and gases.

        1.3.7.2   Column - 6 ft long x 0.1 in ID  glass,  packed  with  12
                  SP-1000 on Carbopack B  (60/80 mesh)  or equivalent.

        1.3.7.3   Mass spectrometer - Capable of  scanning from  35
                  to 260 amu every seven  seconds  or  less, utilizing
                  70 volts (nominal) electron energy in  the  electron
                  impact ionization mode  and producing a mass  spectruc
                  which meets all the criteria in table  2 when  50 ng
                  of 4-bromofluorobenzene (BFB) is injected  through
                  the gas chroaatograph inlet.

        1.3.7.4   GC/MS interface - Any gas chromatograph  to mass
                  spectrometer interface that gives  acceptable  cali-
                  bration points at 50 ng or less per injection for
                  each of the parameters of interest and achieves  all
                  acceptable performance criteria (Exhibit  £) may
                  be used.  Gas chroaatograph to mass spectrometer
                  interfaces constructed of all-glass or glass-lined
                  materials are recommended.  Glass can  be  deactivated
                  by silanizlng vith dichlorodimethylsilane.
                            E-5
                                                                 5/8i

-------
                                                                         IV.
              1.3.7.5   Data system - A computer system must be interfaced
                       to the mass spectrometer that allows the continuous
                       acquisition and storage on machine readable media
                       of all mass spectra obtained throughout the duration
                       of the chromatographic program.  The computer must
                       have software that allows searching any CC/HS data
                       file for ions of a specified mass and plotting such
                       ion abundances versus time or scan number.  This
                       type of plot is defined as an Extracted Ion Current
                       Profile (E1CP).  Software muse alto be available that
                       allows integrating the abundance in any ECIP between
                       specified  time or scan number limits.

1.4   Reagents
                 V
      1.4.1   Reagent  water - Regent water is defined as water  in  which  an
              intefferent  is not observed at the  HDL of  the parameters of
              interest.

              1.4.1.1   Reagent water  may  be generated  by  passing  tap water
                       through a  carbon  filter bed  containing  about  453 g of
                       activated  carbon  (Calgon  Corp.,  Filtrasorb-300  or
                       equivalent).

              1.4.1.2  A water  purification system  (Hillipore  Super-Q  or
                        equivalent) may be used to generate reagent water.

              1.4.1.3   Reagent  water may also be prepared by boiling water
                        for 15 minutes.  Subsequently,  while maintaining the
                        temperature at 90*C, bubble  a  contaminant-free  inert
                        gas through the water for one  hour.  While still hot,
                        transfer  the water to a narrow-iaouth screw-cap  bottle
                        and seal  with a Teflon-lined septum and cap.

       1.4.2   Sodium  thiosulfate  - (ACS) Granular.

                                  E-6
                                                                        5/84

-------
                                                                   IV.
1.4.3   Methanol  - Pesticide  quality  or  cqvuivalent.

1.4.4   Stock standard  solutions  - Stock standard solutions may be
        prepared  from pure  standard Materials  or purchased and must
        be  traceable  to EMLS/LV- supplied standards.  Prepare stock.
        standard  solutions  in methanol using assayed liquids or gases
        as  appropriate.

        1.4.4.1   Place about 9.8 mL  of  methanol into a  10. 0 mL tared
                  ground glass stoppered volumetric flask.  Allow  the
                  flask to  stand, unstoppered, for about  10 minutes  or
                  until all alcohol wetted surfaces have  dried.  Weigh
                  the flask to the nearest 0.1 Kg.

        1.4.4.2   Add the assayed reference Material as  described  below.

                  1.4.4.2.1   Liquids - Using  a  100 uL  syringe,
                              immediately add  two  or more drops of
                              assayed reference  material to the flask
                              then reweigh.  The liquid  must fall
                              directly into the  alcohol  without
                              contacting the neck  of  the flask.

                  1.4.4.2.2   Gases - To prepare standards for any of
                              the four halocarbons that  boil  below 3CeC
                              (bromomethane, chloroethane, chloromethane,
                              and vinyl chloride), fill  a 5  ml valved
                              gas-tight syringe  with  the reference
                              standard to the 5.0 mL mark.  Lower  the
                              needle to 5 ma above the  methanol  meniscus.
                              Slowly Introduce the reference  standard
                              above the surface of the  liquid.  The
                              heavy gas rapidly dissolves in the
                              methanol.

                           E-7

                                                                 5/8i

-------
                                                                    IV.

        1.4.4.3   Reweigh,  dilute to volume,  stopper,  then  mix  by
                  inverting the  flask sever*!  times.   Calculate  the
                  concentration  in micrograms  per  microliter from  the
                  net gain  in weight.  When compound purity is  assayed
                  to be 962 or greater, the weight may be used  without
                  correction to  calculate  the  concentration of  the stock
                  standards may  be used at any concentration if  they are
                  certified by the manufacturer.   Commercial standards
                  Bust be traceable to EMSL/LV supplied standards.

        1.4.4.4   Transfer  the stock standard solution into a Teflon-
                  sealed screw-cap bottle. Store, with minimal head-
                  space at  -10*C to -20*C  and protect  from  light.

        1.4.4.5   Prepare fresh  standards  weekly  for  the four gases  and
                  2-chloroethyl-vinyl ether.   All  other standards  must
                  be replaced after one month, or  sooner if comparison
                  with check standards indicate a  problem.

1.4.5   Secondary dilution  standards - Using  stock standard solutions,
        prepare secondary dilution standards  in methanol that contain
        the compounds of interest, either  singly  or mixed together.
        (See GC/MS Calibration in Exhibit  E).  Secondary dilution
        standards should be stored with minimal headspace and should
        be checked frequently for signs of degradation or evaporation,
        especially just prior to preparing calibration standards from
        them.

1.4.6   Surrogate standard  spiking solution.   Prepare stock standard
        solutions for toluene-d8, p-bromofluorobenzene, and  1,2-
        dichloroethane-d4 in methanol as described in Paragraph 1.4.4.
        Prepare a surrogate standard spiking solution'from these stock
        standards at a concentration of 250 ug/10 mL in methanol.
                           E-8
                                                              Rev: 9/84

-------
                                                                         IV.

      1.4.7   Purge*ble Organic Matrix Standard Spiking Solution

             1.4.7.1   Prepare a spiking solution in methancl that contains
                       the following compounds at a concentration of 250
                       ug/10. 0 ml:

                       Purgeable Organ!cs
                        1,1-dichloroethene
                       trichloroethene
                       chlorobenzene
                       toluene
                       benzene

              1.4.7.2   Matrix spikes also  serve as  duplicates; therfore, add
                       an aliquot  of this  solution  to  each  of  two portions
                       from  one  sample chosen for spiking.

      1.4.8   BFB Standard -  Prepare a  25 ng/uL solution  of  BFB in methanol.

      1.4.9   Great  care  must be  taken  to maintain the  integrity  of  all  stan-
             dard solutions.  It  is recommended  that all standard solutions
              be stored at -10*C  to -20*C  in screw cap  amber bottles with
              teflon  liners.

1.5   Calibration

      1.5.1    Assemble a  purge and trap device that  meets the specification
              in paragraph 1.3.6.   Condition the trap overnight at  JBO'C in
              the purge  mode  with an inert  gas flow  of  at least 20 mL/cin.
              Prior to use,  daily condition traps 10 minutes while  back-
              flushing at 180*C with the  column at  22C*C.

      1.5.2   Connect the purge and trap device to a gas  chromatograph.
              The gas chromatograph must  be operated using temperature and
              flow rate parameters equivalent to those  in paragraph  1.7.1.2
              Calibrate  the  purge and  trap-CC/MS system using the Internal
              standard technique (paragraph 1.5.3).
                                                                       5/8,

-------
                                                                   IV.

1.5.3   Internal  standard  calibration procedure.  The  three  Internal
        standards are  bro»ochloro«ethane,  1,4-difluorobenrene, and
        chlorobenzene-d5.

        1.5.3.1    Prepare  calibration standards at a miniaua of five
                  concentration levels  for each HSL parameter.  The
                  concentration levels  are specified in Exhibit E.
                  Aqueous  standards  Bay be stored up to 24 hours,  if
                  held in  sealed vials  with rero headspace as described
                  In paragraph 1*7.   If not to stored, they  mist  be
                  discarded after an hour*

        1.5*3.2   Prepare  a spiking  solution containing each of the
                  Internal standards using the procedures described  in
                  paragraphs 1.4.4 and  1.4.5.  It  is  recosnended  that
                  the secondary dilution standard  be prepared at  a
                  concentration of 23 ug/mL of each  internal standard
                  compound.  The addition of 10 uL of  this  standard
                  to 5.0 aL of sample or calibration  standard would
                  be equivalent of 50 ug/L.

        1.5.3.3   Analyze each calibration standard,  according  to
                  paragraph 1.7 adding  10 uL of  internal standard
                  spiking solution directly to the syringe.   Tabulate
                  the area response  of  the characteristic ions  against
                  concentration for each compound and internal  standard
                  and calculate response factors (KJ)  for each  compound
                  using equation  1.

                                            A*       C<«
                           EQ.  1      RF - —£_  X  —i£-
                            E-10
                                                                5/84

-------
                                                            IV.
          Where:
          Ax • Area of the characteristic ion for the coapound
               to be Measured.
          Ait • Area of the characteristic ion for the
                specific internal standard from Exhibit E.
          ci« * Concentration of the internal standard.
          C,  • Concentration of the coapound to be measured.

1.5.3.4   The average response factor (RJ) must be calculated
          for all compound*.  A system performance check must
          be made before this calibration curve is used.  Five
          compounds (the system performance check compounds)
          are checked for a minimus average response factor.
          These compounds (the SPCC) are chloromethane, 1,1-
          dichloroethane, bromoform, 1,1,2,2-tetrachloroethane,
          and chlorobenzene.  Five compounds (the calibration
          check compounds, CCC) are useJ to evaluate the curve.
          Calculate the Z Relative Standard Deviation (IRSD)
          of BJ values over the working  range of the curve.
          A minimum IRSD for each CCC must be met before the
          curve is valid.

          XRSD • Standard deviation  x 100
                        mean

          See instructions for Form VI,  Initial Calibration
          Data for more details.

1.5.3.5   Check of the calibration curve should be perforate
          once every  12 hours.  These criteria are describe-  :-
          detail in the instructions for Fora VII, Cor.: ir.u:~.;
          Calibration  Check.  The mlnimuo  response factor  fcr
          the systea  performance check compounds must be  cr.ecke;
          If this  criteria  is aet . the response facto:  o:  all

                      E-1I

                                                          5 6-

-------
                                                                         IV.
                       compounds are calculated and reported.   A percent
                       difference of the daily response factor (12 hour)
                       compared to the average response factor from the
                       initial curve is calculated.  The maximum percent
                       difference allowed for each compound flagged as
                       'CCC' in Form VII is checked.  Only after both
                       these criteria are met can sample analysis begin.

             1.5.3.6   Internal standard responses and retention times  in
                       all samples must be evaluated immediately after  or
                       during data acquisition.  If the retention time  for
                       any internal standard changes by more than 30 seconds
                       from the latest daily (12 hour) calibration standard.,
                       the chroma tographic system must be Inspected for mal-
                       functions and corrections mad* as required.  If  the
                       extracted ion current profile (E1CP) area for any
                       internal standard changes by more than a factor of
                       two  (-50Z to +100Z), the mass apectrometric system
                       must be  inspected for malfunction and corrections
                       made as  appropriate.  When corrections are made,
                       re-analysis  of  samples analyzed while the system
                       vas malfunctioning  is necessary.  Retention time and
 ,                      E1CP area records shall be maintained in appropriate
                       form by  the  laboratory as a  part of  its internal
                       quality  control  (Exhibit E).

1.6   CC/MS Operating  Conditions

      1.6.1   These performance  tests  require  the following  instrumental
              parameters:

                      Electron Energy:    70 Volts  (nominal)
                      Mass Range:         35 - 260
                      Scan Time:         to give  at  least  5  scans  per peak
                                         but not  to exceed  7 seconds  per  scan.
                                                     Mtf be
                                                                     '

-------
1.7   Sample Analytic

      1.7.1    Water Staple*
              1.7.1.1   All  samples and  standard  solutions must be allowed to
                       warm to ambient  temperature  before analysis.

              1.7.1.2   Recommended operating  conditions  for  the gas chromato-
                       graph - Column conditions: Carhop*k B (60/80 mesh with
                       1Z SP-1000 pakced  in a 6  foot  by  2 am ID glass column
                       with helium carrier gas at a flow rate of 30 aL/aln.
                       Column tcaperature is  isothermal  at *5*C for 3 minutes,
                       then programmed  at 8*C per minute to  220*C and held
                       for 15 minutes.

              1.7.1.3   After achieving  the key ion  abundance criteria,  cali-
                       brate the system daily as described in Exhibit £.

              1.7.1.4   Adjust the purge gas (helium)  flow  rate to  40 +  3 mL/
                       min. Variations  from this flow rate may be  necessary to
                       achieve better purging and collection efficiencies for
                       some compounds,  particularly chloromethane  and bromoform

              1.7.1.5   Remove the plunger from a 5  ml syringe and  attach a
                       closed syringe valve.   Open  the aample or  standard
                       bottle which has been allowed  to come to ambient temper-
                       ature, and carefully pour the  aample  into  the  syringe
                       barrel to just  short of overflowing.   Replace  the
                       syringe plunger  and compress the sample.   Open the
                       syringe valve and vent any residual air while  adjusting
                       the sample volume to 5.0 mL.  This  process  of  taking an
                       aliquot destroys the validity  of  the  aample for  future
                       analysis so if  there is only one VOA vial,  the analyst
                       should fill a aecond syringe at this  time  to protect
                       against possible loss of  aample integrity.   This second
                       aample is maintained only until such  a time when the
                                 E-13

-------
                                                           IV.
          analyst ha*  determined  that  the  first sample  has  been

          analyzed properly.   Filling  on*  20 ml syringe would
          allow  the  use  of  only one  syringe.   If  a  second

          analysis is  needed  from the  20 mL syringe,  it must be
          analyzed within 24  hours.  Care  sjust also be  taken to

          prevent air  from leaking into the syringe.


1.7.1.6   The  purgeable  organlcs  screening procedure (Section

          III, paragraph 1.0), if used, will have shown the

          approximate;  concentrations of major  sample componenta.

          If a dilution  of the sample  was  indicated, this

          dilution shall be made  just  prior to GC/HS analysis

          of the sample.


          1.7.1.6.1    The following procedure  will allow  for

                      dilutions  near the calculated dilution

                      factor  from the  screening  procedure:
                      o  All dilutions are made in volumetric
                         flasks (10 mL to 100 mL).

                      o  Select the volumetric flask that will
                         allow for the necessary dilution. Inter-
                         mediate dilutions may be necessary for
                         extremely large dilutions.

                      o  Calculate the approximate volume of
                         reagent water which will be added to
                         the volumetric flask selected and add
                         slightly less than this quantity of
                         reagent water to the flask.

                      o  Inject the proper aliquot from the
                         ayringe prepared in paragraph 1.7.1.5
                         into the volumetric flask.  Aliquotc
                         of less than 1 mL Increments are pro-
                         hibited.  Dilute the flask to the mark
                         with reagent water.  Cap the flask,
                         invert, and shake three times.

                      o  Fill a 5 mL syringe with the diluted
                         sample as in paragraph 1.7.1.5.
                     E-14
                                                         5/84

-------
                                                            IV.
                      o  If  this  is  an intermediate  dilution,
                         use it and  repeat  above  procedure  to
                         achieve  larger dilutions.
1.7.1.7   Add 10.0 uL of  the surrogate spiking solution  (1.4.6)
          and 10.0 uL of  the internal standard spiking solution
          (1.5.3.2) through the valve bore  of  Che syringe,  then
          close the valve.  The  surrogate and  internal standards
          stay be nixed and added  as  a single spiking solution.
          The addition of 10 uL  of  the surrogate  spiking solution
          to 5mL of sample is equivalent to a  concentration of
          50 ug/L of each surrogate  standard.

1.7.1.8   Attach the syringe-syringe valve  assembly to the
          syringe valve on the purging device.  Open the syringe
          valves and inject the  sample into Che purging  chamber.

1.7.1.9   Close both valves and purge the sample for 12.0+ 0.1
          minutes at ambient temperature.

1.7.1.10  At the conclusion of the purge time, attach the trap
          to the chromatograph,  adjust Che device to the desorb
          •ode, and begin the gas chromatographic temperature
          rogran.  Concurrently, introduce Che crapped materials
          to the gas chrommatographic column by  rapidly heating
          Che trap to  180*C while backf lushing Che  crap with an
          inert gas between 20 and 60 mL/mln for four minutes.
          If this  rapid  beating  requirement cannot  be met,  the
          gas chromatographic column  must  be used as a secondary
          trap  by  cooling  it Co  30*C  (or subambientj  if problems
          persist) instead of the recommended  initial temperature
          of A5*C.

 1.7.1.11  While Che crap is being desorbed into  the gas chroma-
          tograph, empty the purging chamber.  Hash the chamber
          with  a minimum of two  5 mi. flushes  of  reagent water
          to avoid carry-over of pollutant compounds.


                   E-15
                                                         5/84

-------
                                                            IV.
1.7.1.12  After desorbing the  Maple  for four minutes,  recondi-
          tion the  trap  by returning  the purge and trap device
          to th* purge mode.   Uait  15 seconds then dote the
          •yringe valve  on the purging device to begin  gas flow
          through the trap. The  trap temperature should be
          maintained  at  180*C. Trap  temperatures up to 230*C
          may be employed, however  the higher temperature will
          shorten the useful life of  the trap.  After approxi-
          mately seven minutes turn off the  trap heater and
          open the  syringe valve  to stop the gas flov through
          the trap.  When cool, the trap is  ready for the next
          sample.

1.7.1.13  If the initial analysis of  a sample or a dilution  of
          a sample  indicates saturated ions  of HSL compounds,
          the sample  must be reanalyzed at a higher dilution.
          When a sample  is analyzed that has saturated  ions
          from a compound, this analysis must be followed by a
          blank reagent  water  analysis.  If  the blank analysis
          is not free of interferences, the  system must be
          decontaminated.  Sample analysis may not resume until
          a blank can be analyzed that is free of  interferences.

1.7.1.14  For low and medium level  water samples,  add  10  uL
          of the matrix  spike  solution (1.4.7) to  the  5aL of
          sample purged.  Disregarding any dilutions,  this  is
          equivalent  to  a concentration of 50 ug/L of  each
          matrix spike standard.

1.7.1.15  All dilutions  must  keep the response of  the  major
          constituents (previously  saturated peaks)  in the
          upper half  of  the linear  range of  the  curve.
                   E-16
                                                         5/84

-------
                                                                    IV.

1.7.2    Sediment/Soil Saaples

        Two approaches may be taken to determine whether the low level
        or medium level method may be followed.

           o  Assume the sample is low level and analyze a 5 gram sample
           o  Use the X factor calculated from the optional Hexadecane
              screen (Section III), paragraph 1.7.2.1.3
        If/fpeaks are saturated from the analysis of a 5 gram sample.
        a smaller sample «ize must be analyzed to prevent saturation.
        However, the smallest sample size permitted is 1 ga.  If smaller
        than 1  gram sample size is needed to prevent saturation, the
        medium level method must be used.
        1.7.2.1    Low Level Method
                  The low level method is based on purging a heated
                  sediment/soil sample mixed with reagent water
                  containing the surrogate and internal standards.

                  Use 5 grams of sample or use the X Factor to decenaine
                  the sample size for purging.

                  o  If the X Factor is 0 (no peaks noted on the
                     hexadecane screen), analyze a 5 gm sample.
                  o  If the X Factor is between 0 and 1,0, analyze
                     a 1 gn sample.

                  1.7.2.1.1   The GC/MS systett should be set up as lr.
                              1.7.1.2 - 1.7.1. A.  This should be done
                              prior to the preparation of the sample
                              to avoid lose of volatiles fron standards
                              and sample.
                          E-17
                                                                 Rev:  9,!

-------
1.7.2.1.2    Leaove  Che plunger fros a  5  ml "Luerlock"
            type  syringe equipped  with a syringe valve
            and fill until overflowing with reagent
            water.   Replace the plunger  and compress
            Che water to vent trapped  air.  Adjust the
            voluoe  to 5.0 ml.  Add 10  uL. each of the
            surrogate spiking solution (1.4.6) and the
            internal standard solution to the syringe
            through the valve.  (Surrogate spiting
            solution and internal standard solution may
            be mixed together).  The addition of  10 ul
            of the surrogate spiking solution to  5 gv
            .of sediment/ soil is equivalent to  30 ug/kg
            of each surrogate standard.

 1.7.2.1.3   The sample  (for  volatile  organic*)  consists
            of the entire  contents  of the  sample  con-
            tainer*  Do not  discard any  supernatant
            liquids.  Mix  the  contents  of  the sample
            container vlth a narrow metal  spatula.
            Weigh  the  amount determined  in 1.7.2.1  into
            a  tared purge  device.   Use  a top  loading
     •       balance.   Note and record the  actual  weight
            to the  nearest 0.1  gu.

             1.7.2.1.3.1  Immediately  after weighing the
                          sample weigh 5-10 g  of the
                          sediment into  a tared  crucible.
                          Determine the  percent  moisture
                          by  drying overnight  at 105*C.
                          allow to cool  in a desiccator
                          before weighing.  Concentrations
                          of  individual  analytes will be
                          reported relative to the dry
                          weight of sediment.
          E-18
                                             Eev: 9/8*

-------
                                                            IV.
                             Percent  moisture
                      gin of  sample-gin of  dry sample
                            gffl of  sample             * ltKJ " *  moisture

          1.7.2.1.4   Add the spiked  reagent water to the purge
                      device and  connect  the device to the purge
                      and trap system.  NOTL:  Steps 1.7.2.1.2 -
                      1.7.2.1.3,  prior to the attachment of the
                      purge  device,  must  be performed rapidly  to
                      •void  loss  of  volatile organ!cs.  These
                      steps  Bust  be  performed in a laboratory  free
                      of solvent  fumes.

          1.7.2.1.5   Heat the sample to 40*C + 1"C and purge  the
                      sample for  12  + 0.1 minutes.
                                                          i
          1.7.2.1.6   Proceed with the analysis as outlined in
                      1.7.1.10 -  1.7.1.13.  Use 5 mL of the
                      same reagent water as the reagent blank.

          1.7.2.1.7   For low level  sediment/soils add  1U uL of
                      the matrix  spike solution (1.4.7) to the 5
                      ml of  water (1.7.2.1.2).  The concentration
                      for a 5 gram sample would be equivalent  to
                      50 ug/kg of each matrix spike standard.

1.7.2.2   Medium Level Method
          The medium level method is based on extracting the sedi-
          ment ''soil sample with metHanoi.  An aliquot of the metr-
          anol extract is added to reagent water  containing the
          surrogate and internal  standards.  This  is purged at
          ambient temperature.  All samples with  an X Factor >1.C
          should be analyzed by the medium level  method.   If sat-
          urated peaks occurred or would occur when a 1 gran: sac-
          ple was analyzed, the median: level method oust be used.
                   E-19
                                                      Rev:

-------
                                                  IV.
1.7.2.2.1   The  sample  (for  volatile  organic*)
           consists  of  Che  entire  content*  of  the
           aample  container.   Do not discard any
           •upernatenc  liquids.  Mix the contents
           of  the  sample container vith a narrow
           metal spatula.   Weigh 4 gn (wet  weight)
           into a  tared 15  mL vial.   Use a  top
           loading balance.  Note  a  nd record the
           actual  %reight to the  nearest 0.1 gm.
           Determine the percent moisture as in
            1.7.2.1.3.1.

1.7.2.2.2   Quickly add 9.0  mL of methanol,  then
            1.0 mL  of the surrogate spiking solution
           to  the  vial.  Cap and shake for 2 minutes.
           NOTE:  Steps 1.7.2.2.1 and 1.7.2.2.2 must
            be  performed rapidly  to avoid loss of
           volatile organlcs.  These steps must be
           performed in a laboratory free of solvent
            fumes.

1.7.2.2.3    Pipette for storage approximately 1 mL of
            extract to a GC vial using a disposable
            pipet.   The remainder may be disposed  of.
            Transfer approximately 1 mL  of the
            reagent methanol to a GC vial for use
            as the method blank for each case or
            set of  20 samples, whichever is greater.
            These extracts may be scored in the dark
            at 4°C prior to analysis.
          E-20
                                            Rev: 9/84

-------
                                                  IV.
            The  addition of  • 100 uL aliquot  of  each
            of  these  extracts in paragraph 1.7.2.2.6
            will give a  concentration equivalent to
            6,200 ug/kg  of  each surrogate standard.

1.7.2.2.4  The  CC/MS  system should be set up  as  in
            1.7.1.2 - 1.7.1.4.  This should be done
            prior to Che addition of the aethanol
            extract to reagent water.

1.7.2.2.5   The following table can be used to deter-
            mine the volume of Bethanol extract  to
            add to the 5 mL of reagent water for
            analysis.  If the Hexadecane screen
            procedure was followed use the X factor
            (Option B) or the estimated concentration
            (Option A) to determine the appropriate
            volume.  Otherwise, estimate the concen-
            tration range of  the sample from the low-
            level analysis to determine the appropriate
            volume.  If the sample was submitted as a
            medium level sample, start with 100 uL.
            All dilutions must keep the response of
            the major constituents  (previously  saturated
            peaks) in the upper half  of linear  range
            of  the curve.
          E-21
                                             Rev:  9/84

-------
                                                                          IV.
 X Factor
      Estimated
 Concentration  Range
Take this Volume of
Methanol Extract^/
                           ug/kg
                                          uL
 0.25 - 5.0
 0.5 - 10.0
 2.5 - 50.0
12.5 - 250
   500 - 10,000
  1000 - 20,000
  5000 - 100,000
25,000 - 500,000
        100
         50
         10
  100  of  1/50  dilution37
 Calculate appropriate dilution factor for concentrations exceeding the table.

 I/  Actual concentration ranges could be 10 to 20 times higher than this if
     the compounds are halogenated and the estimates are from CC/FID.

 2J  The volume of nethanol added to the 5 mL of water being purged should be
     kept constant.  Therefore, add to the 5 mL syringe whatever volume of
     methanol is necessary to maintain a volume of 100 uL added to the syringe

 2/  Dilute an aliquot of the methanol extract and then take 100 uL for
     analysis.
                                 E-22
                                                                     Rev:  9/84

-------
                                                  IV.
1.7.2.2.6   Remove the plunger fron a  5  mL  "Luerlock"
            type syringe equipped  with a syringe  valve
            •nd fill until overflowing with reagent
            water.  Replace the plunger  and compress
            the water to vent trapped  air.   Adjust  the
            volume to 4.9 mL.  Pull the  plunger  back
            to 5 mL to allow volume for  the addition
            of sample and standards. Add 10 uL of the
            internal standard solution.   Also add the
            volume of methanol extract  determined in
            1.7.2.2.5 and a volume of  methanol solvent
            to total 100 uL (excluding methanol in
            standards).

1.7.2.2.7   Attach the syringe-syringe valve assembly
            to the syringe valve or the purging device.
            Open the syringe valve and inject the water/
            methanol sample into the purging chamber.

1.7.2.2.8   Proceed with the analysis  as outlined in
            1.7.1.9 - 1.7.1.13.  Analyze all reagent
            blanks on the same Instrument as the sac-
            pies.  The  standards should also contain
            100 uL of methanol to simulate the sample
            conditions.

1.7.2.2.9   For a matrix spike in the medium level  sed-
            iment/soil  samples, add 8.0 mL of methanol,
            1.0 mL^of surrogate spike solution (1.4.6),
            and  1.0 mL  of matrix spike  solution  (1.^.7)
            in  paragraph  1.7.2.2.2.  This  results in  a
            6,200 ug/kg concentration of each matrix
            spike standard  when added to a  4 go  sample.
            Add  a 100 uL  aliquot  of this extract to 5  m'.
            of  water  for  purging  (as per paragraph
            1.7.2.2.6).
                                               Rev:  9/6-
         E-23

-------
                                                                          IV.
'.8   Qualitative Analytic
      1.8.1   The target compounds listed in the Hazardous Substances List
              (HSL), Exhibit C, shall be identified by an analyst competent in
              the Interpretation of Bass spectra (see Bidder Pre-Award Labora-
              tory Evaluation Criteria) by comparison of the sample mass spec-
              trum to the mass spectrum of a standard of the suspected compound.
              Two criteria must be satisfied to verify the identifications: (1)
              elutlon of the sample component at the same CC relative retention
              time as the standard component, and (2) correspondence of the
              sample component and standard component mass spectra.

              1.8.1.1   For establishing correspondence of the CC relative
                        retention time (RRT), the saaple component RRT must com-
                        pare within + 0.06 RRT units of the RRT of the standard
                        component.  For reference, the standard must be run on
                        the same shift as the sample.  If coelution of interfer-
                        ing components prohibits accurate assignment of the sam-
                        ple component RRT from the total ion chromatogram, the
                        RRT should be assigned by using extracted ion current
                        profiles for ions unique to the component of interest.

              1.8.1.2   For comparison of standard and sample component mass
                        spectra, mass spectra obtained on the contractor's CC/
                        MS are required.  Once obtained, these standard spectra
                        may be used for identification purposes, only if  the
                        contractor's GC/MS meets the daily turning requirements
                        for BFB or DFTPP.  These standard spectra may be
                        obtained from the run used to obtain reference RRTs.

              1.8.1.3   The requirements for qualitative verification by
                        comparison of mass spectra are as follows:
                        (1) All ions present in the standard mass spectra at
                        a  relative intensity greater than 10 Z (most abundant
                        ion in the spectrum equals  100!) must be present  In
                        the sample spectrum.
                                 E-24
                                                                       Rev:  9/84

-------
                                                                    IV.

                  (2)  The relative intensities of  ions  specified  In  (1)
                  •use agree within plus or minus  20Z between  the stan-
                  dard and sample spectra.  (Example:  For  an  ion with
                  an abundance of 50Z in the standard spectra,  the
                  corresponding sample abundance must be  between  30
                  and  70 percent).

                  (3)  Ions greater than 10X in the sample spectrum but
                  not  present in the standard spectrum must be  consid-
                  ered and accounted for by Che analyst making the
                  comparison.  In Task III, the verification process
                  should favor false negatives.

1.8.2   A library search shall be executed for Non-HSL sample  components
        for the purpose of tentative identification.  For this purpose,
        the most recent available version of the EPA/NIH  Mass  Spectral
        Library shall  be used.  Computer generated library  search rou-
        tines should not use normalization routines that  would misrepre-
        sent the library or unknown spectra when compared to each other.

        1.6.2.1   Up to 10 substances of greatest apparent  concentra-
                  tion not listed in Exhibit C for the purgeable  organic
                  fraction shall be tentatively identified  via a  forward
                  search of the EPA/NIH mass spectral library.  (Sub-
                  stances with responses less than 102 of the  internal
                  standard are not required to be searched  in this
                  fashion).  Only after visual comparison of sample
                  spectra with the nearest library searches will  the mass
                  spectral interpretation specialist assign a  tentative
                  identification.

        1.8.2.2   Guidelines for making tentative identification: (1)
                  Relative intensities of major ions in the reference
                  spectrum (ions greater than 10Z of the  most  abundant
                  ion) should be present in the sample spectrum.
                                                               Rev: 98-
                           E-25

-------
                                                                         IV.

                       (2) The relative intensities of the major ions should
                       agree within + 20Z.  (Example:  For an ion with an
                       abundance of SO percent of the standard spectra, the
                       corresponding sample ion abundance must be between 30
                       and 70 percent.)

                       (3) Molecular ions present in reference spectrum
                       should be present  in sample spectrum.

                       (4) Ions present in the Maple spectrum but not in
                       the reference spectrum should be reviewed for possible
                       background contamination or presence of co-eluting
                       compounds.

                       (3) Ions present in the reference spectrum but not in
                       the sample spectrum should be  reviewed for possible
                       subtraction from the sample spectrum because of back-
                       ground contamination or co-«luting  compounds.  Data
                       system library reduction programs can sometimes
                       create these discrepancies.
                                                                            X
              1.8.2.3   If  in the opinion  of the mass  spectral specialise,
                       no  valid tentative identification can  be  made, the
                       compound should  be reported as unknown.   The mass
                       spectral specialist  should give additional classif-
                       ication of  the unknown compound, if  possible  (i.e.
                       unknown aromatic,  unknown hydrocarbon, unknown acid
                       type, unknown  chlorinated compound).   If  probable
                       molecular weights  can  be  distinguished,  include  them.

1.9   Quantitative Analysis

      1.9.1   HSL components  identified  shall  be  quantified by  the  internal
              standard method.   The internal  standard used  shall  be  the  one
              nearest  the retention time to that  of  a given analyte.   The
                                   E-26
                                                                       5/84

-------
                                                            IV.
EICP area of the characteristic ions of analytes listed in

Tables 2 and 3 are used.  The response factor (RF) fron the

daily standard analysis is used to calculate the concentration

in the sample.  Use the response factor as determined in para-
graph 1.3.3.3 and the following equations:
Water (lov and medium level)
	       (AX)(IS)
Concentration            ug/L  -   (Ais)(RF)(V0)

Where:

A,  - Area of the characteristic ion for the compound to be
      •easured

Ais - Area of the characteristic ion for the specific internal
      standard from Exhibit E.

16  » Amount of internal standard added in nanograms  (ng)

V0  - Volume of water purged in milliliters (ml)  (take into
      account any dilutions)
Sediment/Soil  (medium level)

Concentration            ug/kg    •   (Ax)(Ig)(Vt)	
                                     (Als)(Rf)(V1)(Ws)(D)

Sediment/Soil  (low  level)

Concentration            ug/kg   -  '^x^^s^	
                                    (Als)(RF)(WBXD)
(Dry  weight  basis)

Where:

AX,  1B, Ais       -   same as  for  water,  above

Vt                -   Volume  of  total extract  (uL)   (use  10,000  uL
                     or  a factor  of  this when  dilutions  are  made)

Vi                -   Volume  of  extract added  (uL)  for purging

D                «   100 -  1 moisture
                        100

W6                -   Weight  of  sample extracted (gm) or  purged
                      E~2~                             Rev:  9/6-

-------
                                                                    IV.
1.9.2   An estimated  concentration for Non-HSL components  tentatively
        identified  shall  be  quantified by the internal  standard  Method.
        For quantification,  the  nearest internal standard  free of inter-
        fereces  shall be  used.

        1.9.2.1   The  formula for calculating concentrations  is the
                 same as  in  paragraph 1.9.1.  Total area counts  from
                 the  total ion  chroma tograms are to be  used  for  both
                 the  compound to be measured and the internal standard.
                 A response  factor (RF) of one (1) is to be  assumed.
                 The  value from this quantltation shall be qualified
                 as estimated.   This estimated concentration should be
                 calculated  for all tentatively identified compounds
                 as well  as  those identified as unknowns.

        1.9.2.2  Xylenes  (o,m,  & p - isomers) are to be reported as
                 total Xylenes.   Since o- and p-Xylene overlap,  the
                 Xylenes  must be quantltated versus m-Xylene.  Tne
                 concentration of all Xylene isomers must be added
                 together to give the total.

 1.9.3   Calculate surrogate  standard recovery on all samples, blanks
        and spikes.  Determine if recovery  is within limits and  report
        on appropriate form.

        1.9.3.1  Calculation for surrogate  recovery.

                     Percent Surrogate Recovery •  £d_   X  1002
                     where:  Q^    -  quantity  determined by analysis

                             Qa    •  quantity  added Co sample
                             E-28
                                                               Rev:  9/8*

-------
                                                                            IV,
                1.9.3.2   If recovery i»-not within limits,  the following is
                          required:

                          o  Check, to be sure there are no errors in calcula-
                             tions,  surrogate solutions and internal standards.
                             Also, check instrument performance.

                          o  Recalculate the sample data if any of the above
                             checks  reveal a problem.

                          o  Reanalyze the sample if none of Che above are a
                             problem.

                          o  Report  the data from both analyses along with
                             the surrogate data from both.
                                    Table 2
                     Characteristic Ions for Surrogate and
               Internal Standards for Volatile Organic Compounds

Compound                          Primary Ion                  Secondary Ion(s)

SURROGATE STANDARDS
4-Bromofluorobenzene                   95                          174, 176
1,2-Dlchioroethane d-4                 65                              102
Toluene d-B                            98                           70, IOC

INTERNAL STANDARDS
Bromochloromethane                    128                          49,  130, 51
1,4-Difluorobenrene                   114                            63, 88
Chlorobenzene d-5                     117                            82, 119


                                    E-29
                                                                       Rev: 9/84

-------
                                                                            u.
                                    Table  3
                 Characteristic  Ions for  Volatile  HSL Compounds
Paraaeter
Primary Ion*
Secondary  lon(s)
Chi or one thane
Broaotne thane
Vinyl chloride
Chloroethane
Methylene chloride
Acetone
Carbon dlsulfide
1 , 1-Dichl or oethene
1 , 1-Di Chloroethane
t rans-1 , 2-Dlchlor oethene
Chloroform
1 , 2- Di Chloroethane
2-Butanone
1,1, 1-Tri Chloroethane
Carbon tetrachloride
Vinyl acetate
Bromodichlorooe thane
1,1,2, 2-Tetrachlor oethane
1 ,2-Dichloropropane
trans-1 , 3-Dichloropropene
Trichlor oethene
Dibromochlorome thane
1 , 1 ,2-Tri Chloroethane
Benzene
cis-1 , 3-Dichloropropene
2-Chloro«thyl vinyl ether
Bromoform ~~
2-Hexanone
4-^tethyl-2-pentanone
Tetrachl or oethene
Toluene
Chlorobenzene
Ethyl benzene
Styrene
Total xylenes
50
94
62
64
84
43
76
96
63
96
83
62
72
97
117
43
83
83
63
75
130
129
97
78
75
63
173
43
43
164
92
112
106
104
106
52
96
64
66
49, 51, 86
58
78
61. 98
65, 83, 85, 98, 100
61, 98
85
64, 100, 98
57
99, 117, 119
119, 121
86
85, 129
85, 131, 133, 16t>
65, 114
77
95, 97, 132
208, 206
83, 85, 99, 132, 134
-
77
65, 106
171, 175, 250, 252, 254, 256
58, 57, 100
58, 100
129, 131, 166
91
114
91
78, 103
91
 *  The  primary  ion  should  be used unless interferences are present, in which
   case,  a  secondary  ion may be used.
                                     E-30
                                                                      Rev: 9/84

-------
«


f o ?
    O* ^
    a *
*«U  ^

 ?  s*   ?
  5ODEEZII
•
!
I
t
I
                                                                     rs
                                                                    o.vo
                                                                    030

-------
                                                                              IV.
      Corrior out flow control
Prooouro rogvtoior
                 pont
    Purgo got
    flow control XT"
  13X motocuJor
       fiHor
                       Column o*on
                                                               column
         \ opiionol 4-pon column
           loloctton vor*o
                  tniot
                         wiro
            f          ^^
            _ Trie  (OH)
                                                                 control
                                         Purging
                          Hoto:
                            AH linot
                            trap ind GC
                            tnouU bo ho
       3   Stnomot* of purgo on* trop
     Corrior omt ftow control^
*ro**uro ro^ulotor
    *urgo got
    How control
  13X moioculor
       tttlor
 V^L^JL-	-i-,p- ConfirmotOTY
-AJ =| T-T-X,  I > r» ootocior
\^"^. £T'	» U  J  "**~-Anon/ticol column

          optionol 4-port column
          tolocvon votvo
    6 •pen Trop miot
    »•'*• J P.o»igtonco wiro
         ^3L2	
                                                           Hootor control
                                             170*C
                                                    on
                         *oto
                            All Itnoi
                            trop tnd GC
                            thouM ft* hooto*
                            to WC
       «.  Sehornotic of purgo on* trop Of**o — ootoro
                            E-32
                                                                              5/84

-------
  PURGE INLET FITTING
 SAMPLE OUTLET FITTING
3- » 6mm 0 D  GLASS TUBING
                                    SEPTUM
                                       CAP
      Figure S.  Low Soil* Inpinger
                   E-3:
                                                       5/8*.

-------
                                                                              IV.

2.   CC/MS Analysis  of  Extractables  (Base/Neutrals and  Acids)

    2.1   Summary of  Method

          This method is to be used for the CC/MS analysis of  extractable  extracts
          screened  by Section III protocols and for confirmation of  pesticides/PCBs
          identified  by GC/EC, if concentrations permit.

   2.2    Apparatus and Materials

          2.2.1   Gas chromatograph/mass spectrometer system.

                  2.2.1.1   Gas chromatograph - An analytical  system complete with
                            a temperature programmable gas chromatograph suitable
                            for splitless injection and all required accessories
                            including syringes, analytical columns,  and gases.

                  2.2.1.2   Column - 30 m x 0.25 mm ID  (or 0.32 ma)  bonded-phase
                            silicone coated fused silica capillary column (J&W
                            Scientific DB-5 or equivalent).  A film thickness
                            of 1.0 micron is recommended because of  its larger
                            capacity.  A film thickness of 0.25 micron may be used.

                  2.2.1.3   Mass Spectrometer - Capable of scanning from 35 to 500
                            amu every  1 second or less, utilizing 70 volts (nominal)
                            electron energy in th electron impact ionization mode
                            and producing a mass spectrum which meets all required
                            criteria vhen 50 ng of decafluorotriphenylphosphine
                            (DFTPP) is injected through the GC inlet.

                            NOTE:  DFTPP criteria must  be met  before any sample
                            extracts are analyzed.  Any samples analyzed when
                            DFTPP  criteria have act been met will require
                            reanalysis at no cost to  the Government.
                                       E-34
                                                                           5/8..

-------
                 EPA PROTOCOL FOR THE  ANALYSIS OF
        VOLATILE  PRINCIPLE ORGANIC HAZARDOUS CONSTITUENTS
                            USING VOST
6060A

-------
&EPA
               Environmental Protection
               Agency
                       c.r-.-1'Oou o

                       March 1984
Research  and
Development
               PROTOCOL FOR THE

               COLLECTION AND ANALYSIS OF

               VOLATILE POHCs USING VCST
               Prepared for
               Office of Solid Waste and Emergency Response
               Prepared by
               industrial Environmental Research
               Laboratory   /
               Research Triangle Park NIC 27711
                           E-35

-------
                 RESEARCH REPORTING SERIES


Research reports of the Office of Research and Development. U.S. Environmental
Protection Agency, have been grouped into nine series. These nine broad cate-
gories  were established to  facilitate  further  development and application of
environmental technology. Elimination of traditional grouping was consciously
planned to foster technology transfer and a maximum interface m related fields.
The nine series are:

     1.  Environmental Health Effects Research

     2.  Environmental Protection Technology

     3.  Ecological Research

     4.  Environmental Monitoring

     5.  Socioeconomic Environmental Studies

     6.  Scientific and Technical Assessment Reports (STAR)

     7.   Interagency Energy-Environment Research and Development

     8.   "Special" Reports

     9.   Miscellaneous Reports

This report has been assigned to the SPECIAL REPORTS senes  This ser.es is
reserved 'or reports which are intended to meet the technical information needs
of specifically targeted user groups. Reports m this series include Problem Orient-
ed Reports. Research Application Reports, and Executive Summary Documents.
Typical of these  reports  include state-of-the-art analyses, technology assess-
ments, reports on the results of major research and development efforts,  design
manuals, and user manuals.



                        EPA REVIEW NOTICE

This report has been reviewed by the U S  Environmental Protection Agency, and
approved for publication Approval does not signify that the contents necessarily
reflect the views and policy of the Agency, nor does mention of trade names or
commercial products constitute endorsement or recommendation for use.
 This document >s available to the public through the National Technical informa-
 tion Service. Springfield. Virginia 22161
                            E-36

-------
                                   EPA-600/8- 84-007
                                   March 1984
                  PROTOCOL
                   FOR  THE
         COLLECTION AND ANALYSIS OF
          VOLATILE POHCs USING  VOST
                     By

               Earl  M. Hansen

         Envirodyne  Engineers,  Inc.
             12161  Lackland Road
         St.  Louis,  Missouri   63146
         EPA Contract  No.  68-02-3697
           Technical Directive 003

  EPA Project Officer:   Robin M.  Anderson
          Technical  Support  Office
    U.  S. Environmental  Protection Agency
Industrial Environmental Research Laboratory
      Research Triangle  Park, NC   27711
                Prepared For

     Office of Research and Development
    U.S.  Environmental  Protection Agency
            Washington, DC  2046U

-------
                                 FOREWORD


This report has been produced  by EPA's Office of Research and Development
as part of ongoing studies 1n  support of engineering research and regulatory
programs Including EPA's Office of Solid Waste,  EPA Regional  Offices, and
appropriate State Agencies.  The document contains state-of-the-art
operating protocols for sampling and  analysis of volatile organic
constituents of flue gases from hazardous waste  incinerators  or other
similar combustor systems.  It is Intended as a  reference to  be used for
guidance by personnel  of the regulatory groups,  personnel associated wirh
engineering RAD, and the regulated community.

Publication of this report does not constitute official  designation as an
EPA method.  Official  test methods for hazardous waste related programs
are published in SW-846 "Tests Methods for Evaluating Solid Waste," as
well as in the Federal  Register.
                           Frank T.  Princiotta
                           Director
                           Industrial  Environmental  Research Laboratory

-------
                             CONTENTS
Foreword

Figures                                                       v
Acknowledgements                                             vi
Introduction                                                vii
Abstract                                                    viii

PART A:  SAMPLE COLLECTION FOR THE DETERMINATION OF
         EMISSIONS OF VOLATILE ORGANIC COMPOUNDS FROM
         HAZARDOUS WASTE INCINERATORS                       A-1

1.   Scope of Applicability                                 A-l
2.   Summary of Method                                      A-3
3.   Precision and Accuracy                                 A-5
4.   Interferences                                          A-6

5.   Apparatus                                              A-7
5.1  Volatile Organic Sampling Train                        A-7
5.2  Probe                                                  A-7
5.3  Isolation Valve                                        A-10
5.4  Condensers                                             A-10
5.5  Sorbent Cartrides                                      A-10
5.6  Impinger                                               A-15
5.7  Metering Systems                                       A-15
5.8  Sample Transfer Lines   "                               A-16

6.   Reagents and Materials                                 A-16
6.1  2.6-Diphenyline Oxide Polymer Tenax (35/60 Mesh)       A-16
6.2  Charcoal (SKC Lot 104 Petroleum Base or equivalent)    A-l7
6.3  Viton 0-Ring                                           A-13
6.4  Glass Tubes/Condensers                               -  A-1S
6.5  Metal Parts                                            A-18
6.6  Silica Gel                                             A-18
6.7  Crushed Ice                                            A-i*
6.8  Water                                                  A-19
6.9  Glass Wool                                             A-19
6.10 Nitrogen                                               A-19

7.   Assembly and Conditioning of VOST Sorbent Cartridges   A-iy
7.1  Introduction                                           A-19
7.2  Assembly of Tenax Cartridges                           A-20
7.3  Assembly of Tenax/Charcoal Cartridges                  A-21
7.4  Sorbent Cartridge Quality Assurance                    A-22

8.   Sample Collection Procedure                            A-2?
8.1  Pretest Preparation                                    A-23
8.2  VOST Assembly                                          A-24
8.3  Leak Checking                                          A-24
8.4  Sample Collection                                      A-26
8.5  Field, Trip, and Laboratory Blanks/Aqueous Field Blank A-2fi
                               E-39

-------
                             CONTENTS
                            '. Continued)
PART B:  PROTOCOL FOR ANALYSIS OF SORBENT CARTRIDGES
         FROM VOLATILE ORGANIC SAMPLING TRAIN                B-1

1.   Scope and Applicability                                 B-l
2.   Summary of Method                                       B-2
3.   Precision and Accuracy                                  B-4

4.   Apparatus                                               B-4
4.1  Thermal Desorption Unit                                 B-4
4.2  Purge and Trap Unit                                     B-5
4.3  GC/MS Systen                                            B-5

5.   Reagents                                                *-6
5.1  Reagent Water                                           B-6
5.2  Analytical Trap Reagents                                B-7
5.3  Stock Standard Solution                                 B-8
5.4  Secondary Dilution Standards                            3-8
5.5  Brcmofluorobenzene (BFB) Standard                       3-8
5.6  Deuterated (d$) Benzene Standard                        B-8

6.   Calibration                                             B-9
6.1  Assembly of P-T-D Device                                B-9
6.2  Internal Standard Calibration Procedure                 3-9

7.   Quality Control                                         B-12
8.   Sample Collection, Preservation, and Handling           B-15
9.   Daily GC/MS Performance Tests                           B-15
10.  Sample Desorption and Gas Chromatography                B-16
11.  Aqueous Condensate                                      B-17
12.  Qualitative Identification                              B-17
13.  Calculations                                            B-18
14.  Method Performance                                      B-21

REFERENCES (For A  and B)                                      3-22
                                E-40

-------
                          FIGURES


No.                                                      Page

 1       Schematic of Volatile Organic Sampling Train     A-8

 2       Volatile Organic Sampling Train (I/O
        Cartridge Design)                                 A-9

 3       I/O Sorbent Trap Assembly, Volatile Organic
        Sampling Train (VOST)                            A-12

 4       Inside/Inside VOST Cartridge                     A-13

 5       VOST Field Data Sheet                            A-25

 6       Schematic Diagram of Trap Desorption/
        Analysis System                                  B-3
                           E-41

-------
                          ACKNOWLEDGEMENT
     The author wishes to acknowledge the  assistance  and  technical
input of several people whose efforts led  to the  successful
completion of this document.

     The following people provided valuable  comments  and
recommendations of the draft  version  of  this protocol:  Bob
DeRosier of Accurex Corporation,  Paul Gorman of Midwest Research
Institute, Marvin R.  Branscome and Charles Sparacino  of Research
Triangle Institute, Denny Wagoner and Alston Sykes  of TRW, and
Afaf K.  Wensky of Battelle Columbus Laboratories.   I  would also
like to recognize the development work conducted  by TRW which
provided valuable data for quality assurance monitoring of VOST
scrbent cartridges.  I am especially  grateful for the guidance and
constructive criticism received from  Larry Johnson  and Robin
Anderson of the Technical Support Office,  USEPA-IERL, Research
Triangle Park, NC.
                                E-42

-------
                           INTRODUCTION
     The Resource Conservation and Recovery Act (RCRA)  requires
that owners/operators of facilities which treat hazardous waste
by incineration ensure that the incinerators are operated in a
manner which does not endanger human health or the environment
(1,2).  The Code of Federal Regulation, Title 40,  Part  264,
requires that a destruction and removal efficiency (DRC)  of  99.99
percent be achieved for each principal organic hazardous  constit-
uent (POHC) designated in the Trial Burn Permit (3).  The DRE
standard implicitly requires sampling and analysis to quantify
POHCs in the waste feed material and stack gas effluent.   The
"Sampling and Analysis Methods for Hazardous Waste Combustion"
manual (method manual) provides information on methods  that  are
applicable for collection and analyses of POHCs in process streams
of hazardous waste incinerator units (4).

     The methods manual identifies three possible  methods for
the collection of volatile organics (those with boiling points
<100°C).  The methods include bag, glass bulb, and the  Volatile
Organic Sampling Train (VOST).  Evaluation of the  bags  and bulbs
indicates that these sampling systems are subject  to  a  numoer of
technical problems.  The most important of these problems is the
inadequate sensitivity for detection of POHCs present in  low
concentrations.

     The VOST provides increased sensitivity to low level concen-
tration of volatile POHCs due to the ability to concentrate  the
gaseous effluent.  The results of laboratory evaluation and  field
application of the VOST have shown that it provides sufficient
sensitivity to permit calculation of a DRE equal to or  greater
than 99.99 percent for volatile POHCs which are present in the
waste feed at 100 ug/g (5).

     The metnods manual identifies the VOST as a suitable sampling
system for volatile organics and includes a paper  describing the
VOST (5).  A detailed protocol was not included in the  methods
manual due to the fact that this is outside the scope of  the docu-
ment.  Since the VOST is new technology, it is felt a protocol
should be made available.

     The purpose of this protocol is to provide a  standard operat-
ing procedure to users of the VOST in the collection  and  analysis
of samples for volatile POHCs in the gaseous effluents  of hazard-
ous waste incinerators or gaseous effluents of hazardous  waste
co-fired combustion processes.  The protocol is presented in two
parts.  Part A describes the key components of the VOST train,  and
the procedure for sample collection using VOST. Part B describes
the procedures for analysis of VOST sorbent cartridges  for vola-
tile POKCs using purge-trap-desorb gas chromatography/nass
spectrometry (P-T-D GC/MS).
                                E-43

-------
                             ABSTRACT
     This document provides a state-of-the-art operating  protocol
for sampling and analysis  of volati.le  organic constituents of  flue
gas from hazardous waste incinerators  or  other similar  combustion
systems using the Volatile Organic Sampling  Train  (VOST).  It  is
intended to be used for guidance by personnel -of the  regulatory
groups, personnel associated with engineering Research  and
Development, an dthe regulated community.

     The VOST is designed  to extract and  concentrate  volatile
organic compounds (boiling $100°C) from stack gas  effluents.   The
concentrated organics are  analyzed by  procedures chosen to be
compatible with the VOST in order to obtain  flue gas  concentration
levels.  This information  is necessary to perform  destruction  and
removal efficiency (ORE) calculations  for incinerator operations.
The results of laboratory  evaluation and  field use of the VOST
have shown that the VOST provides sufficient sensitivity  to  permit
calculation of a ORE equal to or greater  than 99.99 percent  for
volatile organics present  in the waste feed  at 100 ug/g.

     The VOST is directly  applicable to organic compounds with
boiling points of 30° to 100°C.  Many organic compounds with boil-
ing points less than 30°C, or with boiling points  in  the  100°  to
150°C range, may also be collected and analyzed by this method.
Field application of the VOST for compounds  with boiling  points
outside the 30° to 100°C range should be  attempted only after
laboratory evaluation of the collection and  recovery  efficiencies
of the specific compounds.

     The document is presented in two parts. Part A  describes the
key components of the train, the procedures  for preparation  of the
sorbent materials, and procedures for sample collection using  the
VOST.  Part B describes the procedures for analysis of  VOST
sorbent cartridges for volatile principal organic  hazardous
constituents (POHCs) using purge-trap-desorb gas chromatography/
mass spectrometry (P-T-D GC/MS).  Quality control  procedures are
presented in both Sections A and B.
                                E-44

-------
                              PART A
    SAMPLE COLLECTION FOR THE DETERMINATION OF THE EMISSIONS  Ot
                  VOLATILE ORGANIC COMPOUNDS FROM
                   HAZARDOUS WASTE INCINERATORS
1.   SCOPE AND APPLICABILITY
1.1  This protocol describes the method of collection of volatile
principal organic hazardous constituents (POHCs)  from the stack
gas effluents of hazardous waste incinerators.   This method is
applicable to compounds with boiling points in the range of 30° to
100°C.   If the boiling point of a POHC of interest is less than
30°C. the POHC may breakthrough the sorbent under the conditions
of the sample collection procedure.   Field application for POHCs
of this type should be supported by laboratory data which demon-
strates the efficiency of a volatile organic sampling train (VCST)
to collect POHCs with boiling points less than 30°C (Part B,
Section 7).  The collection of organic compounds  with low boiling
points may require using reduced sample volumes collected at  flew
rates between 250 and 500 milliliters per minute  (ml/min).  Mary
compounds which boil in the range of 100° to 150°C (e.g., cnloro-
benzene, ethylbenzene, tetrachloroethane, bromoform)  may be effi-
ciently collected and analyzed using this method.   VOST recovery
efficiencies for these compounds should also be demonstrated,
where necessary, by laboratory data of the type described above
(Part B, Section 7).
                               E-45

-------
1.2  This method is applicable  to  the determination of volatile



POHCs in the stack  gas effluent of hazardous waste incinerators



and other similar combustion  systems.  This method is designed for



use in calculating  the destruction and removal efficiency  (ORE)



for the volatile POHCs.  The  method  provides sufficient precision



and accuracy to enable the  calculation of ORE values equal to or



greater than 99.99  percent  (5).







1.3  The sensitivity of this  method  is dependent  upon the  level of



interferences in the sample and the  presence of detectable levels



of volatile POHCs in blanks.  The  target detection limit of this



method is 0.1 micrograms per  cubic meter  (ug/m^)  [0.1 nanograms



per liter (ng/1)] of flue gas which  permit calculation of  a ORE



equal to or greater than 99.99  percent for those  volatile  POHCs



which may be present in the waste  feed stream at  100 parts per



million (ppm).  Laboratory  development data  (5) have demonstrated



a range of 0.1 to 100 ug/m3 (o.l  to  100  ng/1) for selected



volatile POHCs.







1.4  The range of applicability for  this method is limited by



breakthrough of volatile POHCs  on  the sorbent cartridges used tc



collect the sample, caution should be exercised in using the VOST



to collect samples from a stack gas  stream  in which one or more of



the volatile POHCs are present  in  concentrations  greater than 5UO



ug/m3 (500 ng/1).  If, for example,  an  incinerator uses a  waste



fuel containing volatile POHCs  at  a  concentration of 50,000 to



100,OOU wg/g, and the  incinerator achieves  a  ORE  of 99.99%, chen
                                E-46

-------
         the concentration in the effluent would be 500 to 1000 yg/m3  (500
         to 1,000 ng/1), respectively.  Analysis using the procedures  des-
         cribed in Part B of this method would probably result in overload-
i
I         ing the analytical instrumentation and therefore would not  provide
         valid data for that particular POHC.  Where the waste contains
         volatile POHCs at high concentrations, consideration should be
'         given to collecting gaseous effluent samples using SLOW-VOST  tech-
         niques, gas bags or evacuated glass bulbs.  Further, if the waste
i
1         contains volatile POHCs at high (50,000 ug/g) and low (10U  ug/g)
(         concentrations, these POHCs might not be quantifiable using only
'         VOST.  In this case, consideration should be given to either
1         collecting gaseous effluent samples using two VOST trains ,(one of
         these trains should be operated under conditions of SLOW-VOST),  or
i
,         using one VOST train (SLOW-VOST) and gas bags or glass bulbs.   The
         examples cited above may result in chromatoyraphic interferences
         or instrument overloading which will invalidate the results.   If
i
1         this situation is anticipated, laboratory evaluation should be
i         conducted prior to field use of the VOST (Part B, Section 7).
         1.5  This method is recommended for use only by experienced  sam-
         pling personnel and analytical chemists, or under close super-
I
i         vision by such qualified persons.
         2.   SUMMARY OF METHOD
I         2.1  A 2-hour sample of gaseous effluent is collected on car-
         tridges using six pairs of cartridges,  each pair sampling a  maxi-
'         murr. of 20 liters of gaseous effluent.  The samples are collected

I
                                         E-47
I

-------
at a sampling flow rate of 1  liter per minute,  using  temperature
controlled quartz or glass lined  probe and  a  VOST.  The  gas  stream
is cooled to 20°C by passage  through a water-cooled condenser
and volatile POHCs are collected  on a pair  of sorbent cartridges.
Liquid condensate is collected in an impinger placed  between the
two sorbent cartridges.  The  first sorbent  cartridge  (front
cartridge) contains approximately 1.6 grams Tenax,  and the second
cartridge (back cartridge) contains approximately  1 gram each  of
Tenax and petroleum based charcoal (SKC Lot 104 petroleum base or
equivalent, see Section 6.2.1),  3:1 by volume.

2.2  An alternative set of conditions for sample collection  has
been used.  This method involves  collecting a sample  volume  of 20
liters or less at a reduced flow  rate.   Operation  of  the VOST
under these conditions has been  referred to as  SLOW-VOST. This
method has been used to collect  5 liters of sample  (0.25 liters/
min for 20 minutes)  or 20 liters  of sample  (0.5 liters/min for 40
minutes) on each pair of sorbent  cartridges.  Smaller sample
volumes collected at lower flow  rates should  be considered wnen
the boiling points of the POHCs  of interest are below 30°C or  for
volatile POHCs present in high concentrations in the  stack gas.

2.3  The gaseous effluent shall  be sampled  over a  2-hour period.
This is accomplished using six pairs of Tenax and  Tenax/charcoa 1
cartridges sampling a maximum of  20 liters  of gaseous effluent on
each pair of cartridges.  Fewer pairs of cartridges may  be
                               E-48

-------
required using SLOW-VOST (Section 2.2).   A minimum of three  pairs



of Tenax and Tenax/charcoal cartridges shall be collected  for



SLOW-VOST sampling.







2.4  Analysis of the cartridges (described in Part B) for  volatile



POHCs using purge-trap-desorb gas chromatograph/mass  spectrometer



(P-T-D GC/MS) which is carried out by thermally desorbing  each



cartridge with the gas passing through a water filled purge  column



onto an analytical trap.  The analytical trap is subsequently



heated and the effluent gas passes into  the GC/MS.







3.   PRECISION AND ACCURACY



3.1  The results of laboratory evaluations of the VOST for



selected volatile POHCs showed that the  recovery of the  analytes



from three pairs of replicate cartridges ranged from  ±50 percent



of the expected value (5).







3.2  Prior to field operation of  the VOST at a hazardous waste



incinerator, a laboratory trial should be conducted using  either



selected volatile POHCs of  interest or two or more  of the  volatile



POHCs for which data are available (5).   The user shall  demon-



strate proficiency which is within the precision and  accuracy  cf



the method (Part B, Section 7).  Experienced users  of VOST who



have demonstrated proficiency with the VOST and can provide  data



which supports the applicability  of the  VOST for the  POHCs may be



exempt from this requirement.  Before the VOST shall  be  used to
                                E-49

-------
sample compounds below 30*C,  the user must demonstrate  throuyh

laboratory evaluations of the collection  and recovery efficiencies

that the accuracy and precision requirements are  met  (Part  B,

Section 7).


4.   INTERFERENCES

4.1  Interferences arise primarily from background  contamination

of sorbent cartridges prior to or after use in  sample collection.

Many potential interferences  can be due to exposure of  the  sorbent

materials to solvent vapors prior to assembly and exposure  to sig-

nificant concentrations of volatile POHCs in the  ambient  air at

hazardous waste incinerator sites.  Benzene and toluene appear to

be inherent contaminants on Tenax.  This  may present problems in

the analysis of these compounds using VOST due  to high  background

concentrations.  To minimize  this problem, the  use  of additional

field blanks is recommended (see Section  8.5).
    i

4.2  To avoid or minimize the low level contamination of  train

components with volatile POHCs, care should be  taken  to avoid con-

tact of all interior surfaces or train components with  synthetic

organic materials (e.g. organic solvents, lubricating and sealing

greases), and train components should be  carefully  cleaned  and

conditioned according to the procedures described in Sections 5, 6

and 7 of this protocol.  The  sorbent cartridges should  be condi-

tioned and stored in an environment free  of volatile organic

compounds.
                                E-50

-------
5.   APPARATUS



5.1  Volatile Organic Sampling Train



5.1.1    A schematic diagram of the principal components of  the



VOST is shown in Figure 1.  A diagram of the assembled components



of one version of the VOST is shown in Figure 2.   The VOST



consists of:  a quartz or glass lined probe with  a glass wool



particulate plug, an isolation valve, a water cooled glass



condenser with thermocouple placed at the outlet  to monitor  gas



stream temperature (see Section 5.6.2), a sorbent cartridge



containing Tenax (1.6 grams), an empty impinger for condensate



removal, a second water cooled glass condenser, a second sorbent



cartridge containing Tenax and petroleum based charcoal (3:1 by



volume; approximately 1 gram of each), a silica gel drying tube,  a



calibrated rotameter, a sampling pump,  and a dry  gas meter.







5.1.2    The gas pressure during sampling and for leak checking  is



monitored by vacuum gauges which are in line with and downstream



of the silica gel drying tube.







5.2  Probe



5.2.1    The probe shall be maintained at a temperature of at



least 130°C in the gas stream prior to the first  condenser.  If



one or more of the volatile POHCs boil between 130* to 150°C, the



probe shall be maintained at a temperature equivalent to the



boiling point of the least volatile POHC.  The probe w*y require



heating to achieve this temperature.  If stack temperatures  are



excessively high, an air or water cooled probe may be required to
                                E-51

-------
I
Ui
                    Heated Probe
         Glass Wool
         Particulate
         Filler
           STACK

        (or test System)
                            Isolation Valves
Carbon Filler
                           Thermocouple
                           Sorbent
                           Cartridge
                       Condensole
                      Trap Impinger
                                             Condenser
           Backup
           Sorbent
           Cartridge
                                               Silica Gel
                                                        Vacuum
                                                        Indicator
fHTff*
                                        Exhaust
                                                           Pump
                       Rotameter
          Dry Gas
           Meter
                                      FIGURE I
                                     SCHEMATIC OF
                             VOLATILE ORGANIC SAMPLING TRAIN
                                       (VOST)

-------
                     .TEFLON PLUG VALVE
                      "/SOCKET JOINT
     CONDENSERS
       TUBING

 TEFLON TUBING
   TENAX
 CARTRIDGE
TENAX/CHARCOAL
   CARTRIDGE
 IMPINGER
SILICA £EL
HOLDE
      VACUUM GAGES
                                               WATER BATH
              CASE
                       FIGURE 2
            VOLATILE ORGANIC SAMPLING TRAIN
                (1/0 CARTRIDGE DESIGN)
                          E-53

-------
avoid damage to the probe and to achieve a  temperature  of  20°C  at
inlet to first sorbent cartridge (see  Section  5.4).   Isokinetic
sample collection is not a requirement for  the use of VOST since
the compounds of interest are in the vapor  phase  at the point of
sample collection.

5.3  Isolation Valve
5.3.1    The isolation valves must be  a greaseless stopcock with a
glass bore and sliding Teflon plug with Teflon wipers (Ace 8193 or
equivalent).  These valves are used to permit  ambient air  to be
admitted after leak checking (Section  8.3)  and for purging the
probe prior to sample collection (Section 8.4).

5.4  Condensers
5.4.1    The condensers (Ace 5979-14 or equivalent)  shall  be of
sufficient capacity to cool the gas stream  to  20°C or less prior
to passage through the first sorbent cartridge.   The cop connec-
tion of the condenser shall be able to form a  leak-free, vacuum-
tight seal without usiny vacuum sealing greases.

5.5  Soroent Cartridges
5.5.1    The sorbent cartridges for the VOST are  available and
acceptable in either of two configurations: the  inside/outside
(I/O) or inside/inside (I/I) configuration. The  terms  I/O or I/I
pertain to the instrument configuration for thermal desorption  of
the sorbent tubes.  For the I/O design,  the carrier gas contacts
the inside and outside of the sorbent  tubes during the  desorpt. icr..
                               E-54

-------
while for the I/I design, the carrier gas is directed only  through



the inside of the cartridge.   For the I/O configuration,  the



cartridge is held in the VOST within an outer glass tube  and  in  a



metal carrier (Figure 3).  For the I/I configuration, a single



glass tube is used, with or without a metal carrier (Figure 4).



In either case,  the sorbent packing will be the same.  The  first



pair of sorbent cartridges shall be packed with approximately 1.6



grams Tenax GC resin, and the second cartridge of  a pair  shall be



packed with Tenax GC and petroleum based charcoal  (3:1 by volume;



approximately 1  gram of each).








5.5.2    The second sorbent cartridge shall be packed so  that the



sample gas stream passes through the Tenax layer first and  then



through the charcoal layer.  Note that when sorbent cartridges are



analyzed using the P-T-D GC/MS procedure described in Part  B,



Section 10.2, the gas flow through the sorbent cartridges during



desorption is in the opposite direction from the gas flow througn



the sorbent cartridges during sample collection.  The inlet side



of each cartridge during sample collection shall be clearly iden-



tified so that it becomes the outlet side duriny the desorption



step of the analytical procedure.







5.5.3    The sorbent cartridges shall be glass tubes with approxi-



mate dimensions  of 10 centimeters by 1.6 centimeters (cm) I.D.



The two acceptable designs (I/O, I/I) for the sorbent cartridge



are described in further detail below.
                               E-55

-------
 i
Ul
                                                                                  TOP
        BOTTOM
    Section cut throuqh qlaaa tubes
    (showing screen. C-clip and O-rinq in place)
LEGL'ND

A - Stainless Steel Carrier
B - Glass  Tube (103 mm x 20 mm ID)
C - Small  Glass Tube (10 cm x 1.6 cm ID)
D - Fine Mesh Stainless Steel Screen
E - Stainless Steel C-Clip
F - O-Rinq (Viton)
G - Nuts (3)
II - End  Cap with Viton O-Rinq
I - Netal  Hod with Threaded End (3)
J - Tenax/Charcoat Sorbents
K - Cajon  Fitting                  '
                                                      FIGURE 3
                                         I/O SORBENT CARTRIDGE ASSEMBLY
                                    VOLATILE ORGANIC SAMPLING  TRAIN (VOST)
                                                                                               Assembled Trd|>
                                                                                                     NTS

-------
         39aididVO ISOA 3QISNI-3QISNI
                         3HO9U
lOOMSSVlO
            >OOOOOOOOOOOOOO OOOOOOOOOOOOOO
            oooooooooooooooooooooooooooo
             oooooooooooo oooooooooooooo oc]
            oooooooooooooooooooooooooooo
             OOOOOOOOOOOOOOOOOOOOOOOOOOO(
            OOOOOOOOOOO' VWIJTI OOOOOOOOOOOO
            oooooooooooooooooooooooooooo
            )OOOOOOOOOOOOOOOOOOOOOOOOOOO(
            oooooooooooooooooooooooooooo
            |)OOOOOOOOOOOOOOOOOOOOOOOOOOO(
            OOOOOOOOOOOOOOOOOQQQQQOQQQQQ
                                                             in
                                                              I
                                                             w
0*
n
3
                        UJ3QI

-------
5.5.3.1  Inside/Outside  Type  Sorbent  Cartridge - A diagram of  an
I/O type sorbent cartridge  is shown  in  Figure  3.  In  this design,
the sorbent materials are held in  the glass  tube with a  fine mesh
stainless steel screen and  a  C-clip.  The glass tube  is  then
placed within a larger diameter glass tube,  and held  in  place
using Viton 0-rings.   The purpose  of  the outer glass  tube is to
protect the exterior  of  the resin-containing tube from contamina-
tion.  The two glass  tubes  are held  in  a stainless steel cartridge
holder.  The ends of  the glass tubes  are held  in place by Viton
O-rings placed in machine grooves  in  each metal end piece.  The  '
three cylindrical rods are  secured in one of the netal end pieces
and fastened to the other end piece  by  appropriately  sized nuts,
thus sealing the glass tubes  into  the cartridge holder.  The end
pieces are fitted with a threaded  nut onto which a threaded end
cap, fitted with a Viton 0-ring seal, is placed to protect the
resin from contamination during transport and  storage.

5.5.3.2  Inside/Inside Type Sorbent Cartridge  - A diagram of an
I/I type sorbent cartridge  is shown  in  Figure  4.  This cartridge
is a single glass tube (10  cm by 1.6  cm I.D.)  which has  the ends
reduced in size to accommodate a 1/4  or 3/8-inch Swagelok or Cajon
gas fitting.  The resin  is  held in place by  glass wool at each end
of the resin layer.  The amounts of  each type  of sorbent material
used in the I/I design are  the same as  for the I/O design.
Threaded end caps are placed  on the  sorbent  cartridge after pack-
ing with sorbent to protect the sorbent from contamination during
                              E-53

-------
storage and transport.  Care should be exercised in the placement
of the threaded end cap; the male threaded fitting should  be
backed about 1 mm from the end of the tube prior to tightening  to
prevent crushing or chipping of the end of the tube.

5.6  Impinger
5.6.1    The impinger which is used to collect aqueous condensate
shall have a liquid volume of 125 ml and shall be capable  of
providing a leak-free seal to the outlet of the Tenax sorbent
cartridge.  The silica gel drying tube should have sufficient
capacity for at least 20 to 30 grams of silica gel.

5.7  Metering System
5.7.1    The metering system for VOST shall consist of:  vacuum
gauges, a leak-free pump (Thomas Model 107 or equivalent),  a cali-
brated rotameter (Linde Model 150 or equivalent) for  monitoring
the gas flow rate, a dry gas meter with 2 percent accuracy (7)  at
the required sampling rate, and related valves and equipment.   The
dry gas meter shall indicate 1 liter of gas volume for each revo-
lution of the dial.  Users of VOST have suggested that the  rota-
meter does not need to be calibrated, but a calibrated rotameter
serves as a useful verification of the volume measurement  from  the
dry gas meter.

5.7.2    Provisions will be made for monitorinn the temperature of
the sample gas stream between the first condenser and first sor-
bent cartridge.  This can be done by placing a thermocouple or.  the
                                E-59

-------
exterior glass surface of the outlet from the first  condenser.



The temperature at that point shall  be  less  than  20°C.   If  it  is



not, an alternative system,  providing increased cooling  capacity,



must be used.








5.8  Sample Transfer Lines



5.8.1    All sample transfer lines connecting the probe  to  VOST



shall be less than 5 feet in length, if possible, and  shall be



heat-traced Teflon (to maintain a temperature of  at  least 13UeC  in



the gas stream) with connecting fittings which are capable  of



forming leak-free, vacuum-tight connections  without  the  use of



sealing grease.  All other sample transfer lines  used  with  the



VOST (e.g., to connect impinger with second  condenser) will oe



Teflon with connecting fittings that are capable  of  forming leak-



free, vacuum-tight connections without  the use of sealing grease.







6.'   REAGENTS AND MATERIALS



6.1  Tenax, 35/60 Mesh (2,6-Diphenylene Oxide Polymer)



6.1.1    The new Tenax is Soxhlet extracted  for 24 hours with



methanol (Burdick & Jackson, pesticide  grade or equivalent).   The



Tenax is dried for 6 hours in a vacuum  oven  at 50°C  before  use.



Users of I/O and I/I sorbent cartridges have used slightly  differ-



ent thermal conditioning procedures.  Although strict  equivalence



of the procedure has not been demonstrated,  these methods have



produced results that meet method quality assurance  requirements



(Part B, Section 7.4).  I/O  sorbent  cartridges packed  with  Tenax



are thermally conditioned by flowing organic-free nitrogen
                                E-60

-------
30 ml/min through the resin while heating to 250°C for 8 hours.
Sorbent cartridges of the I/I design packed with Tenax are
thermally conditioned for 12 to 16 hours by flowing organic-free
nitrogen (30 ml/min) through the resin while heating to 190°C.
After thermal conditioning, the sorbent cartridges shall be stored
for 24 hours At room temperature prior to monitoring the car-
tridges for residual organic contamination (see Section 7.4).  The
use of pentane to extract new Tenax and charcoal to remove  non-
polar impurities is not recommended.  (Users have experienced
problems with residual pentane in the sorbents during analysis,
and therefore, this procedure is not recommended.)

6.1.2    If very high concentrations of organic compounds have
been collected on the resin (e.g., micrograms of analytes), the
sorbent may require Soxhlet extraction as described above.   Pre-
viously used Tenax cartridges are thermally reconditioned by the
method described above.

6.2  Charcoal (SKC Lot 104 Petroleum Base or Equivalent)
6.2.1    New charcoal is prepared as described in 6.1.1  above.
Due to possible problems with charcoal contamination, new charcoal
should be used.  Users of VOST have restricted the types of char-
coal used in sorbent cartridges to only petroleum-based types.
Criteria for other types of charcoal are currently under develop-
ment.  Other types of charcoal are acceptable if recovery of POHC
in laboratory evaluations meet the criteria (*50 percent) of the
method (Part B, Section 7).
                                E-61

-------
6.3  Viton O-Ring



6.3.1    All 0-rings used  in  VOST  shall be Viton.  Prior  to use,



these 0-rings shall be thermally conditioned  in a vacuum  oven at



200°C for 48 hours.  O-rings  will  be  stored in clean, screw capped



glass containers prior to  use.








6.4  Glass Tubes/Condensers



6.4.1    The glass resin tubes  and condensers shall be cleaned



with a non-ionic detergent in an ultrasonic bath, rinsed  well with



organic-free water and dried  at 1108C.  Resin tubes of the I/O



design should be assembled as described in Section 7 prior to



storage.   Resin tubes of the  I/I design shall be stored in glass



containers with Teflon lined  screw caps.  Condensers shall be



capped with appropriate end caps prior to use.








6.5  Metal Parts



6.5.1    The metal parts  (e.g. , stainless steel carriers, C-clips,



end plugs), used in either the  I/O or I/I cartridge design, are



cleaned by ultrasonication in a warn  non-ionic detergent  solution,



rinsed with reagent water, air  dried  and heated in a muffle



furnace for 2 hours at 400°C.
                                r






6.6  Silica Gel - - Indicating  Type.  6-16 Mesh



6.6.1    New silica gel may be  used as received.  Silica  gel which



has been previously used shall  be  dried for 2 hours at 175°C.
                                E-62

-------
6.7  Crushed Ice



6.7.1    Crushed ice from any source may be added to the coolant



in the reservoir.







6.8  Water



6.6.1    Water used for leak checking resin cartridges and rinsing



glassware shall be reagent (see Part 6, Section 5.1);  water used



for cooling train components in the field may be tap water.







6.9  Glass Wool



6.9.1    Glass wool shall be Soxhlet extracted for 8 to 16 hours



using pentane,  and oven dried at 110°C before use.   The glass  wool



shall be checked prior to use to ensure that it does not contain



residual pentane.  If all pentane cannot be removed, an alternate



solvent such as methanol may be used.








6.10  Nitrogen



6.10.1  Nitrogen gas will be organic-free (Linde-Union Carbide,



99.999% pure, hydrocarbon-free, or equivalent).   In-line moisture



traps, 5A° molecular sieve adsorbent tubes, or cryogenic traps r.ay



be used to ensure purity.







7.   ASSEMBLY AND CONDITIONING OF VQST 50RBENT CARTRIDGES



7.1  Introduction



7.1.1    This section describes assembly of the sorbent cartridges



and procedures for storage and transport of assembled  cartridges.
                                E-63

-------
The assembly and packing of the sorbent cartridges  should  be



carried out in an area free of  volatile organic material.   This  is



preferably done in a laboratory in which no organic solvents  are



handled or stored, and in which th« laboratory air  is  charcoal



filtered.  Alternatively, the assembly procedure  can be  conducted



in a glove box or glove bag which can  be purged with organic-free



nitrogen.








7.2  Assembly of Tenax Cartridges



7.2.1    The Tenax, glass tubes and metal cartridge parts  are



cleaned and stored according to the procedures described in Sec-



tion 6.  Approximately 1.6 grams of Tenax is weighed and packed



into the sorbent tube which has a stainless steel screen and



C-clips (I/O design) or by glass wool  (I/I  design)  in  the  down-



stream end.  The Tenax is held in place by inserting a stainless



steel screen and C-clips in the upstream end (I/O design)  or  glass



wool (I/I design).  The cartridges are assembled  in the  metal



holders (Section 5.5) and leak checked by putting on one of the



end caps and pressurizing the cartridge to 30 psi with organic-



free nitrogen and immersing the cartridge in distilled water  tc



check for the appearance of bubbles.  Cartridges  which are



determined to be leak-free are then conditioned as  described  in



Section 7.4.








7.2.2    Assembled and conditioned resin tubes of the  I/O  design



are placed in ice water for storage and transport.   Conditioned



resin tubes of the I/I design are capped and placed in ice water
                                E-64

-------
for storage and transport.  Limited experience by VOST users  for
storing and transporting resin tubes of  the I/I design indicates
that these tubes may be stored and transported in screw capped
culture tubes placed in a clean glass or metal container which
contains clean charcoal.  The storage container is kept cold  using
ice or cold pack storage.  Storage containers shall be kept in an
area free from sources of organic contamination.  The need  for
these precautions is dependent upon the  user's ability to maintain
blank cartridges free from contamination during storage and
transport.

7.3  Assembly of Tenax/Charcoal Cartridges
7.3.1    The Tenax, charcoal and metal cartridge parts are  cleaned
and stored according to the procedures described in Section '6.
The tubes are packed with approximately  a 3:1 volume ratio  of
Tenax and charcoal (approximately 1 gram of each).  The cartridge
is assembled such that the inlet side during sampling collection
is Tenax, followed by a layer of charcoal at the outlet side  of
the sorbent cartridge.  The Tenax and charcoal are held in  place
by the stainless steel screens and C-clips (I/O design) or  by
glass wool (I/I design).  The glass tubes of the I/O design con-
taining the Tenax and charcoal are then  leak checked as described
in Section 7.2, checked for quality assurance as described  in
Section 7.4, and placed in the metal carriers according to  the
procedures outlined in Section 5.5.  The end caps are placed  on
the assembled cartridges, and the assembled cartridges are  placed
                                 E-65

-------
in ice water for storage and transport as described  in  Section



7.2.   Glass tubes of the I/I design are  leak  checked as described



in Section 7.2,  and conditioned as described  in  Section 7.4.  The



end caps are placed on  the  assembled cartridges, and they are



placed in a suitable container for storage and transport as



described in Section 7.2.








7.4  Sorbent Cartridge  Quality Assurance



7.4.1    This section describes two methods which  can be used to



verify that the  sorbent cartridges (Tenax and Tenax/charcoal) are



free from background contamination prior to sample collection.







7.4.2    The gas chromatograph with flame ionization detector is



calibrated using direct injection  of propane  standards at the



appropriate concentrations.  The chromatographic column shall De



1.8 m x 0.25 cm  I.D., stainless steel or glass packed with 1%



SP-1000 on Carbopack (60/80 mesh)  or equivalent.   Following



assembly and leak checking  of the  sorbent cartridges, they are



connected to a source of organic-free nitrogen.  Nitrogen is



passed through each trap at a flow rate  of at least  30 ml/min,



while the traps  are heated  to 200°C.  The effluent from the  trap



is monitored with a flame ionization detector to check  for emis-



sion of volatile organic compounds from  the cartridge.  The  condi-



tioning is continued until  the amount of total chromatographable



organics is below 0.2 ny as propane.
                                E-66

-------
7.4.3    The gas chromatograph with flame ionization detector is



calibrated by analyzing a Tenax cartridge which has been spiked



with 1*75 ng benzene, 175 ng toluene and 150 ng bromofluorobenzene



(BFB).  The cartridge is spiked using the solvent-flush technique



(see Part B, Section 6.2.3).   The chromatographic conditions



shall be the same as those described in Part B, or shall demon-



strate the capability of identifying background levels of volatile



POHCs with the required sensitivity.  Following assembly and  leak



checking, the sorbent cartridge(s)  is placed in the desorption



heater for 10 minutes with a  helium flow of 50 ml/min.   The efflu-



ent from the cartridge is passed through a trap filled with glass



beads which is cooled in liquid nitrogen.  (If a pair of Tenax and



Tenax/charcoal cartridges are monitored in a single desorption



run, the Tenax/charcoal cartridge should be upstream ofthe Tenax



cartridge.)  At the end of the 10-minute desorption period, the



glass bead filled trap is heated, the carrier gas flow directed  to



a gas chromatograph equipped  with flame ionization detector and



chromatographic column suitable for volatile organic analysis (see



Part B, Section 4.3.2).  Blank sorbent cartridges which are moni-



tored using this technique shall contain less than 2 ny total



chromatographable organics (as benzene or toluene).  If in using



this procedure the background exceeds 10 ng (as benzene or



toluene), the cartridges must be recleaned and reanalyzed.







8.   SAMPLE COLLECTION PROCEDURE



8.1  Pretest Preparation



8.1.1    All train components shall be cleaned and assembled  as



described in Sections 5, 6, and 7.   The dry gas meter shall have
                                E-6"

-------
been calibrated within 30 days prior to use.   All  field data
shall be recorded on a Field  Data  Sheet (or  field  notebook).  An
example of a Field Data Sheet for  VOST is shown in Figure  5.

8.2  VOST Assembly
8.2.1    The VOST is assembled according to  the schematic  diagram
in Figure 2.  Cooling water is circulated to the condensers and
the temperature of the cooling water shall be maintained near
O°C.  The end caps of the sorbent  cartridges will  be  placed in a
clean screw capped glass container during sample collection.  The
condensate pot shall not be immersed in ice  water.

8.3  Leak Checking
8.3.1    The train is leak checked by closing the  valve at the
inlet to the first condenser  and pulling a vacuum  equivalent  to
10 inches Hg (250 mm Hg) above the system's  operating pressure.
The traps and condensers are  isolated from the pump and the leak
rate noted.  The system shall hold at 10 inches Hg above the
system operating pressure with no  discernible leakage (pressure
increase of less than 0.1 inches Hg/min).  If the  leak check  does
not meet specifications, the  cause of the problem  must be  identi-
fied and corrected and leak check  repeated.   After leak checking,
the train should be returned  to atmospheric  pressure  by attaching
a charcoal filled tube to the isolation valves above  the first
condenser and opening the valve to admit air to the train  through
the charcoal filter.  These procedures will  minimize  contamination
of VOST train components by excessive .exposure to  the fugitive
emissions at hazardous waste  incinerator sites.
                              E-68

-------
        riant


        Date
        Location^


        Operator^
        field Blank I.O.i   *ana«
                                                                                                              •tack No.


                                                                                                              •robe Mo.


                                                                                                               Von No.


                                                                                                          NotMater Ha.


                                                                                                      Dry Gaa Motor Mo.
Mir
Mo>

Leak
Chock

CertrK
T*na«

lae 1.0.
*•!>••/
Oi«rco*l

MDUiaotvr
towlliif
I l/»ln)

TU
Initial

•
final

•••pi Ing
Duration
(•Inl

rroba
1*M|>.
<*C)

taroBotrlo
rr*Mura
(in of N?)

Oonlnuto* thoraaftar.
                       to aaapla collection on ono pair of Tana* and Tana*/char coal trapa.
                                                                  IJRF  5.   VOST FIELD DATA SHEET"

-------
8.3.2    After leak checking  but before  the  initiation  of  sample
collection,  the probe shall be  purged  with stack gas.   This can be
accomplished by attaching a pump to the  isolation  valve above  the
first condenser and drawing stacH "gas  through  the  probe via the
isolation valve, so that at the initiation of  sample  collection
the probe is purged of ambient  air.

8.4  Sample Collection
8.4.1    Prior to the initiation of sample collection,  the probe
shall be located in the stack at a  point of  average stack  gas
velocity and temperature.  (These values can be determined using
the procedures described in References 6 and 7.)   Care  should  be
exercised in the location of  the probe in the  stack to  minimize
effects of dilution air which may enter  the  stack  through  the  sam-
pling port and thereby impair the collection of a  representative
sample of the stack gas.

8.4».2    After leak checking  (see Section 8.3.1),  sample collec-
tion is accomplished by opening the valve at the inlet  to  the
first condenser, turning on the pump,  a"nd sampling at a rate of
1  liter/minute for 20 minutes.  The volume of  sample  for any pair
of traps shall not exceed 20  liters.  The temperature of the gas
stream at the  inlet to the first sorbent cartridge must be main-
tained at or below 20°C during sample  collection (see Section
5.6.2) .
                                E-70

-------
8.4.3    After the collection of 20 liters of sample, the train is
leak tested using the procedures described in Section 8.3.   if
this post leak test criterion is not met, the samples shall not be
analyzed.  If leak check criterion is met, the train is returned
to atmospheric pressure as described in Section 8.3.1, the two
sorbent cartridges removed, the end caps replaced,  and the car-
tridges returned to a suitable container for storage and transport
until analysis (see also Section 7.2.2).

8.4.4    In some cases, there may be a requirement  to analyze the
aqueous condensate.  This situation may arise for water soluble
volatile organic compounds.  For these situations,  preliminary
laboratory evaluation of the sampling and recovery  efficiency
(including the purging efficiencies of the compounds) must be
performed (Part B, Sections 7 and 11).  Sampling and analysis pro-
cedures for water soluble volatile organics are currently being
developed.  In this case, when a pair of sorbent cartridges is
changed, duplicate samples of the aqueous condensate should be
poured into 40 ml glass vials equipped with plastic screw caps
(Pierce 13075 or equivalent), and Teflon-faced silicon septa
(Pierce 12722 or equivalent).  If insufficient condensate is
available, the vials shall be topped off with reagent water.  The
vials shall be carefully filled just to overflowing so that no  air
bubbles pass through the sample as the vial is being filled.  The
vial shall be sealed so that no air bubbles are entrapped in it.
Vials shall be stored and transported at ice or cold pack
temperature.

-------
8.4.5    A new pair of cartridges  is placed  in  the VOST.   The  VOST
leak checked as described  in  Section 8.3  and  the  sample collection
process repeated as described above.  Sample  collection continues
until six pairs of  cartridges have 'been  taken (see Section 2.3).
A maximum of six pairs of  cartridges may  be  taken over a  2-hour
sampling period (see Section  2.3).

8.4.6    All sample cartridges shall be  stored  on cold packs or
ice until ready for analysis.

8.5  Field,  Trip and Laboratory Blanks/Aqueous  Field  Blanks
8.5.1	Field Blanks - Blank Tenax  and  Tenax/charcoal cartridges
are taken to the sampling  site and the end caps removed  for  tne
period of time required (approximately 5  minutes) to  exchange  two
pairs of cartridges on VOST.   After  the  two  VOST cartridges  have
been exchanged, the end caps  are replaced on  the  blank Tenax and
Tenax/charcoal tubes.  These  are returned to appropriate  storage
(see Section 7.2.2) and analyzed with the sample  cartridges.   At
least one pair of field blanks (one  Tenax, one  Tenax/charcoal)
shall be included with each six pairs of  sample cartridges col-
lected  (or for each field  trial using VOST to collect volatile
POHCs).  It is advisable to use two  pairs of  field blanks for  each
six pairs of cartridges collected.

8.5.2    Trip Blanks - At  least one  pair of  blank cartridges  (one
Tenax, one Tenax/charcoal) shall be  included with the shipment of
cartridges to a hazardous  waste incinerator  site. These  trip
                                E-72

-------
blanks will be treated as any other cartridges except that the end


caps will not be removed during storage at the site.  This pair of


cartridges will be analyzed to monitor potential contamination


which may occur during storage and shipment.  One user (5) recom-


mended including one pair of trip blanks for each VOST run con-


ducted during a trial burn to obtain a more meaningful basis for


blank correction of sample cartridges (Part B, Section 12.1.2).






8.5.3	Laboratory Blanks - One pair of blank cartridges (one


Tenax, one Tenax/charcoal)  will remain in the laboratory using the


method of storage for field samples.  If the field and trip blanks


contain high concentrations of contaminants (e.g., greater than
                                                          i

2 ng of a particular POHC), the laboratory blank shall be analyzed


in order to identify the source of contamination.






8.5.4	Aqueous Field Blanks - If the aqueous condensate is to be


analyzed for volatile POHCs, an aqueous field blank is required.


This consists of duplicate samples of reagent water placed in


vials described in Section 8.4.3.   These vials shall be stored


and shipped in the same way as empty vials/aqueous condensate


samples, and should be analyzed at the same time as the aqueous


condensate samples.  Additionally, a reagent water sample (pre-


pared as above) will be retained in storage in the laboratory.   If


the analysis of aqueous field blanks shows the presence of POHCs,


the corresponding laboratory blank shall be analyzed to verify


that the residual contamination is not due to contamination  of  the


aqueous field blanks at the time of preparation or during storage


in the laboratory.
                                E-T3

-------
                              PART B
            PROTOCOL FOR ANALYSIS OF SORBENT CARTRIDGES
               FROM VOLATILE ORGANIC SAMPLING TRAIN
1.   SCOPE AND APPLICABILITY
1.1  This method covers the analysis of volatile  POHCs  collected
on Tenax and Tenax/charcoal sorbent cartridges  using  a  VOST.   Mucn
of the description for purge-trap-desorb (P-T-D)  GC/MS  analysis is
included in References 8 and 9.   Since the  majority of  gas  streams
sampled using VOST will contain a high concentration  of water,  the
analytical method is based on the quantitative  thermal  desorption
of volatile POHCs from the Tenax and Tenax/charcoal cartridges  and
analysis by P-T-D GC/MS in order to minimize  the  effects .of water
on the analysis.  This method is applicable to  organic  compounds
with boiling points between 30°  and 100°C.   Many  compounds with
boiling points below 30°C and between 100°  and  150°C, may be
efficiently collected and analyzed using this method.   However,
laboratory evaluation of the collection and recovery  efficiency
for compounds with boiling points outside the range of  30°  to
100°C (or those for which no VOST data are  available) shall be
performed (see Section 7).

1.2  This method is applicable to the analysis  of Tenax and
Tenax/charcoal cartridges used to collect volatile POHCs from  wet
stack gas effluents from hazardous waste incinerators.
                               E-74

-------
1.3  The sensitivity of the analytical method for a particular
volatile POHC depends on the level of interferences,  the  presence
of detectable levels of volatile POHCs in blanks, and the ability
to purge the volatile POHCs from -water.   The target detection
limit for the method is 0.1 jjg/m3 (o.l ng/1) in the stack gas.
This corresponds to 2.0 ng adsorbed on a single pair of Tenax  and
Tenax/charcoal cartridges.  Since 2 ng of a POHC may not  be
detectable by P-T-D GC/MS analysis, the  method is designed to
permit thermal desorption of up to five  pairs of Tenax and Tenax/
charcoal cartridges onto a single pair for analysis in order to
achieve the target detection limit of the method.  For a  POHC
present in the gaseous effluent at a concentration of 0.1  wy/m^
(0.1 ng/1), the desorption of multiple pairs of cartridges onto  a
single pair for analysis can provide a total of 10 ng for analysis
by P-T-D GC/MS.

1.4  This method is recommended for use  only by experienced ana-
lytical chemists or under the close supervision of such qualified
persons.

2.   SUMMARY OF METHOD
2.1  A schematic diagram of the analytical system is  shown in
Figure 6.   Pairs of the sorbent cartridges are spiked with an
internal standard and thermally desorbed for 10 minutes at 180°C
with organic-free nitrogen gas (at a flow rate of 100 ml/min),
bubbled through 5 ml of organic-free water,  and trapped on an
analytical sorbent trap.  After the 10-minute desorption,  the
                              E-75

-------
                                    I
                             Flow to
                             GC/MS
                       Flow During
                       Oetorption
                                      F|ow
                                    | Adtorplion
                            D-K
                            O-K

        N
CD
 •A.
fr-lJ''
                           Frit
                      Aoolylicol Trop
                      with Heating Coll
                      (0.3 cm diameter
                      by 25cm long)
                     ; rO
MjO
Pu»g«
              Thermo!
              Detorplion
              Chomber
                       Healed
                       Lin*
       Vent


(T)  3% Sf-JlOO (I cm)

     TenoM (7.7cm)

 3 )  Silica Gel (7.7cm)
 hM^
0  CHotcool (7.7cm)
                          FIGURE 6
           SCHEMATIC DIAGRAM OF  TRAP DESORPTION
                     /ANALYSIS SYSTEM

-------
analytical sorbent trap is rapidly heated to 180°C with the
carrier gas flow reversed so that the effluent flow from the
analytical trap is directed into the GC/MS.   The volatile POHCs
are separated by temperature programmed gas  chromatography and
detected by low resolution mass spectrometry.  The concentrations
of volatile POHCs are calculated using the internal standard
technique.  To achieve increased sensitivity, multiple pairs  of
cartridges (up to five pairs) may be desorbed onto a single pair
of Tenax and Tenax/charcoal cartridges.  The resulting pair  is
analyzed by P-T-D GC/MS.

3.   PRECISION AND ACCURACY
3.1  The overall accuracy of sample collection and analysis  usinj
VOST has been determined  in laboratory evaluations to average *50
percent for analysis of three replicate cartridges (5).  These
values may be revised as  further evaluation  of VOST performance  is
conducted.

3.2  The precision for the internal standard response (area)
should t>e 20 percent during any given analysis period at a
particular multiplier voltage of the mass spectrometer.

4.   APPARATUS
4.1  Thermal Desorption Unit
4.1.1    The thermal desorption unit (Nutech Corporation Model  32'J
or equivalent) shall be capable of thermally desorbing the sorbent
                               E-77

-------
resin tubes.  It shall be capable of rapidly heating  the  tubes  to
180°C*10°C with flow of organic-free nitrogen through the tubes.

4.2  Purge and Trap Unit
4.2.1    The purge and trap unit consists of three  separate  pieces
of equipment:  the sample purger, analytical sorbent  trap and the
desorber.  It should be capable of meeting all requirements  of
Sections 5.2 thru 5.2.4 of EPA Method 624 for analysis of purge-
able organic compounds from water (8,  9).  The analytical trap  as
specified in EPA Method 624 consists of  3% SP-2100, Tenax, silica
gel, charcoal.  Some users have found that improved performance
can be achieved using only Tenax and charcoal in  the  analytical
sorbent trap (5).

4.3  GC/MS System
4.3.1	Gas Chromatograph - An analytical system complete with a
temperature programmable GC suitable for on-column  injection, and
all required accessories including syringes, analytical columns,
and gases.

4.3.2	Co1umn - Column dimensions shall be 1.8  m  long by 0.25 cm
I.D. , stainless steel or glass, packed with 1% SP-1000 on Carbo-
pack 3 (60/80 mesh) or equivalent.

4.3.3    Mass Spectrometer - Capable of  scanning  from 20  to  260
amu every 7 seconds or less, utilizing 70 volts (nominal) electron
energy in the electron impact ionization mode and producing  a mass
                               E-78

-------
spectrum which meets all criteria described in Method 624  when  5C



ng of 4-bromofluorobenzene (BFB)  is injected through the GC  inlet







4.3.4    GC/MS Interface - Any- GC to mass spectrometer interface



that gives acceptable calibration points at 50 ng or less  per



injection for each of the parameters of interest and achieves all



performance criteria of Method 624 may be used.   GC to mass



spectrometer interfaces constructed of all-glass or glass-lined



materials are recommended.  Glass can be deactivated by silanizin



with dichloro-dimethylsilane.








4.3.5	Data System - A computer system must be interfaced  to



the mass spectrometer that allows the continuous acquisition and



storage on machine readable media of all mass spectra obtained



throughout the duration of the chromatographic program. The com-



puter must have software that  allows searching any GC/MS data fil<



for ions of a specified mass and  plotting such ion abundances



versus time or scan number.  This type of plot is defined  as an



Extracted Ion Current Profile  (EICP).   Software  must also  be



available that allows integrating the  abundance  in any EICP



between specified time or scan number limits.







5.    REAGENTS



5.1  Reagent Water



5.1.1    Reagent water is defined as water in which an interferent



is  not observed at the detection  limit of the parameters of



interest.
                              E-79

-------
5.1.2    Reagent water may be generated  by  passing  tap water
through a carbon filter bed containing about 450 grams of acti-
vated carbon (Calgon Corporation,  Piltrasorb-300 or equivalent).
        *
5.1.3    Reagent water may also be prepared by  boiling distilled
water for 15 minutes.  Subsequently,  while  maintaining the  temper-
ature at 90°C, bubble a contaminant-free,  inert gas through the
water for one hour.   While still hot, the water should be trans-
ferred to a narrow mouth, screw cap bottle  and  sealed with  a
Teflon lined septum and cap.

5.1.4    Other methods which can be shown  to produce reagent  water
can be used.

5.2  Analytical Trap Reagents
a)  Tenax (60/80 mesh) - Chromatographic grade  or equivalent

b)  Methyl silicone packing - 3% OV-1 on Chromosorb w  (60/80
    mesh) or equivalent

c)  Silica gel, Davison Chemical (35/00  mesh),  Grade 15  or
    equivalent •

d)  Charcoal, petroleum based (SKC Lot 104  or  equivalent)  (see
    Section 6.2 in Part A)
                               E-80

-------
5.3  Stock Standard Solution



5.3.1    Stock standard solutions will be prepared from pure



standard materials or purchased certified solutions.   The stock



standards should be prepared in me-Chanol using assayed liquids or



gases as appropriate.  Because of the toxicity of some of the



organohalides, primary dilutions of these materials should be



prepared in a hood.  A NIOSH/MESA approved toxic gas  respirator



should be used when the analyst handles high concentrations of



such materials.







5.3.2    Fresh standards should be prepared weekly for volatile



POHCs with boiling points of <30°C.  All other standards must  be



replaced monthly, or sooner if comparison with check  standards



indicates a problem.







5.4  Secondary Dilution Standards



5.4.1    Using stock standard solutions, prepare secondary dilu-



tion standards in methanol which contain the compounds of interest



either singly or mixed together, and at concentrations such that



the desorbed calibration standards will bracket the working range



of the analytical system.







5.5  Bromofluorobenzene (BFB) Standard



5.5.1    Prepare a 25 ug/ml solution of BFE in methanol.





        *


5.6  Deuterated (dft) Benzene Standard



5.6.1    Prepare a 25 ug/ml solution in methanol.
                                E— 0 "1
                                 OX

-------
6.   CALIBRATION
6.1  Assembly of P-T-D Device
6.1.1    Assemble a purge and trap desorption device (P-T-D)  which
meets all the requirements of Section 10.2 of this protocol  and
Section 5.2 of USEPA Method 624 (3).

6.1.2    Connect the thermal desorption device to the purge  and
trap device.  Calibrate the P-T-D GC/MS system using the internal
standard technique (Section 6.2).

6.2  Internal Standard Calibration Procedure
6.2.1    This approach requires the use of deuterated benzene as
the  internal standard for these analyses.  Other internal stand-
ards may be proposed for use in certain situations.   The important
criteria for choosing a particular compound as an internal stand-
ard are that it be similar in analytical behavior to the compounds
of interest, and it can be demonstrated that the measurement of
the internal standard is not affected by method or matrix inter-
ferences.  Other internal standards which have been used are
dio-ethylbenzene and d4~l ,2-dichloroethane.  Several users add 50
r.g of BFB to all sorbent cartridges (in addition to one or more
internal standards) to provide continuous monitoring of the  GC/MS
performance relative to BFB.

6.2.2    Prepare calibration standards at a minimum of three con-
centration levels for each analyte of interest.  The calibration
standards are -prepared by spiking a blank.Tenax or Tenax/charcoal
                               E-82

-------
cartridge with a methanolic solution of the calibration standards
(including 50 ng of the internal standard, such as deuterated
benzene) using the flash evaporation technique.


6.2.3    The cartridge shall be mounted in the gas chromatograph
so that the carrier gas enters the cartridge in the same direction
as during sample collection (which is opposite to the direction of
gas flow during P-T-D GC/MS analysis).   The glass cartridge  should
be attached to the injection port of a  gas chromatograph. The
injector temperature is maintained at 160°C, and the carrier gas
flow through the cartridges should be maintained at about 50
ml/min.
                                                         <

6.2.4    The flash evaporation technique requires filling the
needle of a 5.0 (ul) syringe with clean methanol and drawing air
into the syringe until the tip of the plunger reaches the 1.0 ul
mark.  This is followed by drawing a methanolic solution of  the
calibration standards (containing 25 ug/ul of the internal
standard) until the tip of the plunger  reaches the 3.0 AJ! mark.
The contents of the syringe should be slowly expelled through the
gas chromatograph injection port over about 15 seconds.  After  25
seconds have elapsed, the gas flow through the cartridge should be
shut off, the syringe removed, and the  cartridge analyzed by the
P-T-D GC/MS procedure outlined in Section 10.2.  The total flow of
gas through the cartridges during addition of calibration standard
to blank cartridges, or internal standards to sample cartridges,
should be 25 ml or less to avoid breakthrough of volatile sample
components.
                               E-33

-------
6.2.5    Analyze each calibration standard on both Tenax and
Tenax/charcoal cartridges according  to  Section 10.   The  calibra-
tion procedures shall be identical to those used for analysis  of
sample cartridges.   If cartridges are analyzed separately,  then
the Tenax and Tenax/charcoal cartridges must be calibrated  sepa-
rately.  The direction of carrier gas flow through the cartridges
during the desorption step should be opposite from the gas  flow
through the cartridge during sample  collection so the inlet side
of the cartridge during sample collection becomes the outlet  side
during P-T-D analysis.  Tabulate the area response of the charac-
teristic ions of each analyte against the concentration  of  the
internal standard and calculate response factor (RF) for each
compound using Equation 1.

         RF = Ascis/AisCs                                      [1]

     where  As « Area of the characteristic ion for the  analyte
                 to be measured
           Ais * Area of the characteristic ion for the  internal
                 standard
           Cis * Amount (ng) of the  internal standard
            Cs * Amount (ng) of the  volatile POHC in calibration
                 standard

If the RF value over the working range is a constant «10%  RSD) ,
the RF can be assumed to be invariant and the average RF can  be
used  for calculations.  Alternatively,  the results can be used to
plot  a calibration curve of response ratios, As/Ais versus  RF.
                               E-84

-------
6.2.6    The working calibration curve or RF must  be verified  on
each working day by the measurement of one or more of the  cali-
bration standards.  If the response varies by more than *25%,  new
calibration standards must be prepared and analyzed.

7.   QUALITY CONTROL
7.1  Each laboratory that uses this method is required to  operate
a formal quality control program.   The minimum requirements  of
this program consist of an initial demonstration of laboratory
capability and the analysis of blank Tenax and Tenax/charcoal
cartridges spiked with the analytes of interest.  The laboratory
shall demonstrate collection and/or recovery efficiencies  for
compounds with boiling points outside the 30° to 100°C range,
which meet the method criteria,  prior to field use of the  VOST
(Part A, Section 3.2).  The laboratory is required to maintain
performance records to define the  quality of data  which are
generated.  Ongoing performance checks must be compared with
established performance criteria to determine if results are
within the expected precision and  accuracy limits  of the method.
(Note:  NBS traceable audit cylinders are beiny developed  by
Research Triangle Institute under  the direction of USEPA-EMSL,
Research Triangle Park, NC.  The cylinders may be  used for
performance trials and evaluation  of collection and recovery
efficiencies in lieu of the methods specified in this section.)
                               E-Si

-------
       7.1.1    Before performing any analyses,  the analyst must demon-
       strate the ability to generate acceptable precision and accuracy
       with this method.   This ability is established as described in
       Section 7.2.

       7.1.2    Recovery  data for compounds boiling between 100° and
       150*C must be provided which meets the method criteria (see
       Section 7.2.2).  Laboratory evaluation is required in lieu of that
       data.  The method  of evaluation is that specified in Section 7.2
       with the exception that it is not required to pull 20 liters of
       organic-free nitrogen through the sorbent cartridges.

       7.1.3    Laboratory evaluation of collection and recovery effi-
       ciencies shall be  performed for compounds with boiling points
       below 30°C.  Due to the possibility of sample breakthrough and
       poor recovery of the sample from the charcoal, the evaluation
       shall be comparable to that described in  Reference 5.  A gas
       stream containing  the POHC shall be generated and sampled using
       the VOST.  The sampling rate for the laboratory evaluation shall
       be the same as that proposed for field application.   The
       laboratory evaluation must meet the precision and accuracy
       criteria described in Section 7.2.2.

       7.1.4    The laboratory must spike all Tenax and Tenax/charcoal
       cartridges with the internal standard(s)  to monitor continuing
       laboratory performance.  This procedure is described in
1       Section 6.2.
                                       E-86

-------
7.2  To establish the ability to generate acceptable accuracy and
precision, the analyst must spike blank Tenax and Tenax/charcoal
with the analytes of interest at two concentrations in the working
range by the flash vaporization technique discussed in Sections
6.2.3 and 6.2.4.  The cartridges are removed from the gas chroma-
tograph and connected to a source of organic-free nitrogen.   The
cartridges sample 20 liters of nitrogen at a flow rate equivalent
to that proposed for field use of VOST.

7.2.1    The average response factor (RF) and the standard devia-
tion (S) for each must be calculated.

7.2.2    The average recovery and standard deviation must fall
within the expected range for determination of volatile POHCs
using this method.  The expected range for recovery (indicative  of
accuracy)  of volatile POHCs using this method is *50 percent.  The
expected standard deviation is 25 percent.

7.3  The analyst must calculate method performance criteria  for
the internal standard .

7.3.1    Calculate upper and lower control limits for method
performances using the average area response (A)  and standard
deviation  (S)  for internal standard:
         Upper Control Limit (UCL)  « A +  3S
         Lower Control  Limit (LCD  = A -  3S
                              r-87

-------
         The UCL and LCL can be used to construct  control  charts which  are
         useful in observing trends in performance.   The control limits
         must be replaced by method performance  criteria as  they become
         available from the USEPA.

         7.4  Each day, the analyst must demonstrate  through analysis of
         blank Tenax and Tenax/charcoal cartridges and  reagent  water that
         interferences  from the analytical  system  are under  control.
i
         8.    SAMPLE COLLECTION,  PRESERVATION AND  HANDLING
j         8.1  The requirements for  sample collection, preservation, and
;         handling are described in  Part A of this  protocol.
         9.    DAILY  GC/MS  PERFORMANCE TESTS
         9.1   The daily  GC/MS  performance  tests  required  for  this method
         are  described in  Section  10 of EPA Method 624  (9).   The key
         abundance criteria for BFB which  must be met before  any samples
         are  analyzed are  listed below.  This can be done by  injecting 50
         ng  of BFB directly on the column  or by  adding  50 ng  of BFB to a
         blank Tenax sorbent cartridge  (see Sections 6.2.3 and 6.2.4) and
         desorbing this  cartridge  according to the procedures described in
         Section  10.  The  latter procedure is preferred when  all sample
         sorbent  cartridges are spiked with BFB  in addition to one or more
         of  the internal standards discussed in  Section 6.2.1.
                                       E-88

-------
               BFB KEY ION ABUNDANCE  CRITERIA



             Mass       Ion Abundance  Criteria



              50       15 to 40%  of mass  95



              75       30 to 60%  of mass  95



              95       Base Peak, 1UO%  Relative Abundance



              96       5  to 9%  of mass  95



             173       <2% of mass 174



             174       >50% of  mass 95



             175       5  to 9%  of mass  174



             176       >95% but <101% of  mass  174



             177       5  to 9%  of mass  176








10.  SAMPLE DESURPTION AND GAS  CHROMATOGRAPHY



10.1  The P-T-D GC/MS procedures  are  those described  in  Section 11



of Method 624 (9)  with the addition of  the procedure  described  in



Section 10.2 for desorption of  Tenax  and  Tenax/charcoal



cartridges.







10.2  The schematic of the P-T-D  GC/MS  system  is shown  in  Figure



6.  The sample cartridge  is placed in the thermal  desorption



apparatus (Nutech  320 or  equivalent)  and  desorbed  in  the P-T-D



system by heating  to 180°C for  10 minutes.   Sample cartridges may



be desorbed in pairs.  However, if the  analyte concentrations are



anticipated to be  sufficiently  high to  saturate the GC/MS  when



desorbed in pairs, consideration  should be given to individual



analysis of cartridges.  The desorbed components pass into the



bottom of the water column, are purged  from  the water and
                               E-89

-------
         collected on the  analytical  sorbent  trap.  After  the  10-minute


         desorption period,  the  compounds  are desorbed  from  the  analytical


         sorbent trap into the GC/MS  system according to the procedures


         described in Section 11 of Method 624.




         11.   AQUEOUS COMPENSATE


         11.1   Analysis  of aqueous condensate samples should be  performed
t

         according to the  procedures  described  in  References 8 and  9.  If
t
.         the volatile POHCs of  interest  are water  soluble,  it  is necessary
!
         to demonstrate  that this method is capable of  recovery  of  the


         volatile POHCs  of interest using  Method 624.   This  can  be  accom-


j         plished by P-T-D  GC/MS  analysis of reagent water  which  has  been


,         fortified with  the analytes  of  interest.




•         11.2   If adequate recovery of water  soluble volatile  POHCs  cannot


I        be achieved using the procedures  described in  References 8  and  9,

I
         alternative methods for analysis, such as direct  aqueous inject-


         ion,  may be required.   If an alternative  analytical method  is


         used, method performance must be  documented by analysis of  labora-


         tory  reagent water which has been fortified with  the  volatile


         POHCs of interest.
         11.3  Methods for analysis of  water soluble  volatile  POHCs  in


         aqueous condensate are  currently  under  development.




         12.   QUALITATIVE IDENTIFICATION


         12.1  The qualitative identification procedure  of  volatile  POHCs


         using this protocol is  described  in Section  12  of  Method  624  (9),
                                        E-90

-------
13.   CALCULATIONS
13.1  When an analyte has been qualitatively identified,  quantifi-
cation should be based on the integrated abundance from the  EICP
of the primary characteristic ion chosen for that  analyte.   If  the
sample produces an interference for the primary characteristic
ion, a secondary characteristic ion should be used.

13.1.1   Using the internal  standard calibration procedure,  the
amount of analyte in the sample cartridge is calculated using the
response factor (RF)  determined in Section 6.2.5 and  Equation 2.

         Amount of POHC « AsCis/AisRF                          [2]

     where   AS * Area of the characteristic ion for  the  analyte
                  to be measured
            Ais = Are* for tne characteristic ion  of  the  internal
                  standard
            Cj_s « Amount (ng) of internal standard

13.1.2   The choice of methods for evaluating data collected using
VOST for incinerator trial burns is a regulatory decision.   The
procedures used extensively  by one user are outlined  below  (10).

13.1.3   The total amount of the POHCs of interest collected on a
pair of traps should be summed.  These values should  then be blank
corrected.  Guidelines for blank correction of sample cartridges
are outlined below.
                               E-91

-------
13.1.3.1   After all blanks  (field  and  trip)  are  analyzed,  a
paired t-test should be used  to  determine  whether trip  blanks  are
significantly different from  field, blanks.  If  no difference  is
found, then the mean and standard deviation  of  the combined field
and trip blanks for each POHC of interest  is calculated,  and  that
value is used as the blank.

13.1.3.2   If, using the paired  t-test,  the  field and  trip  blanks
are determined to be different,  then the field  blank (or  the  mean
of multiple field blanks) associated with  a  particular  run  should
be used as the blank value for that particular  run.

13.1.3.3   If an individual field blank is used as the blank  value
for a particular run, the VOST user must evaluate whether this
blank is different from sample cartridges associated with this
blank.  Although no specific criteria are offered here for  guid-
ance  in this case, specific criteria for use of individual  field
blanks for blank correction will be developed as more data  for use
of VOST becomes available.  This situation can be alleviated  by
including two field blanks (i.e., two blank Tenax and two blank
Tenax/charcoal cartridges) per run.

13.1.4   Next,  for each  sample/POHC combination, a determination
must  be made  as to whether a particular sample is significantly
different  from  the associated blank.  If  the mean of the trip and
field blanks  is used,  then a sample is different from the blank if
                                E-92

-------
      (measured sample value)-(mean blank value) £3


     x blank standard deviation


If the sample is determined to be different from the blank accord-


ing to the above criteria, then .the emission value of a particular


POHC is blank corrected by subtracting the mean blank value (as


defined in Section 12.1.3) from the measured sample value.  (If an


individual field blank is used as the blank value, the above


criteria do not apply.)




13.1.5   If, according to the above procedures, the sample cannot


be distinguished from the blank (i.e., for a given POHC there is a


high sample value and high blank  value or there is a low sample

                                                        (
value and low blank value), the measured sample value is not blank


corrected.  In this case, the measured sample value is used to


calculate a maximum emission value (and therefore a minimum DRE


value) for that particular run.




13.1.6   The observation of high  concentrations of POHCs of inter-


est in blank cartridges indicates possible residual contamination


of the sorbent cartridges during  shipment and use at the site.


Data which fall in this category  (especially data indicating high


concentrations of POHCs in blank  sorbent cartridges)  should be


qualified with regard to validity, and blank data should be re-


ported separately.   The applicability of data of this type to the


determination of DRE is a regulatory decision.   Continued  observa-


tion of hign concentrations of POHCs in blank sorbent cartridges
                                E-92

-------
indicates that procedures for cleanup,  monitoring,  shipment  and
storage of sorbent cartridges by  a  particular  user,  be  investi-
gated to eliminate this problem.

13.1.7   After blank corrections  have  been made,  the amounts of
individual. POHCs on each sorbent  cartridge used  for a given  run  is
summed and divided by the volume  of gas sampled  to  obtain  the
concentration of each POHC in the stack gas.

13.1.8   If any internal standard recoveries  fall outside  the con-
trol limits established in Section 7.3.1,  data for  all  analytes
determined for that cartridge(s)  must  be qualified  with the
observation.

14.   METHOD PERFORMANCE
14.1  The method detection limit, average recoveries and standard
deviation of the average recoveries of the analytes determined
using this method have not yet been established.  The method
performance will be documented as more data become  available.
                                E-94

-------
                            REFERENCES
                            (For A and B)

1)   Resource Conservation and Recovery Act,  Subtitle
     {3001-3013,42 USC 6921-6934 (1976) and Supplement IV (I960)].

2)   Vogel, G., et al.  "Guidance M,anual for Hazardous Waste
     Incineration Permits," EPA-68-01-0092, SW-966,  NTIS
     PB-84/100577, July 1982.

3)   Code of Federal Regulations, Title 40, Part 60, Appendix  A,
     1980.

4)   Harris, J. C.,  et al. "Sampling and Analysis Methods for
     Hazardous Waste Combustion," EPA 600/8-84-002,  February 1984.

5)   Jungclaus, G.,  et al.  "Development of a Volatile Organic
     Sampling Train  (VOST)," Presented at 9th Annual Research
     Symposium, Land Disposal, Incineration and Treatment of
     Hazardous Wastes, Ft. Mitchell, KY, May 2-4, 1983.

6)   Federal Register, 42, 41758-41768, August 18, 1977.

7)   USEPA.  Quality Assurance Handbook for Air Pollution
     Measurement Systems, Vol. Ill,  Office of Research and
     Development,Environmental Monitoring and Support Laboratory,
     Research Triangle Park, NC.

8)   Federal Register, 44, 69464, December 3, 1979.

9)   Longbottom, J.  and J. Lichtenberg, eds. , "Methods for Organic
     Chemical Analysis of Municipal  and Industrial Wastewater;
     Test Methods,"  Method 624, EPA-600/4-82-057, 1982.

10)  Trenholm, A.   Midwest Research  Institute, Personal
     Communication,  August 5, 1983.
                               E-95

-------
TECHNICAL REPORT DATA
ffleatt rtud Ifurucnon* on tHt rtvtne be fort comptennfj
i HEPORTNO 2.
EPA-600/3-84-007
4 TlTLt AND SUiTITLE
Protocol for the Collection and Analyses of Volatile
POHCs Using VOST
7 AuTMORtSl
Earl M. Hansen
9 PERFORMING ORGANIZATION NAME AND ADDRESS
Envirodyne Engineers, Inc.
121C1 Lackland Road
St. Louis, Missouri 63416
12 SPONSORING AGENCY NAME AND ADDRESS
EPA, Office of Research and Development
Industrial Environmental Research Laboratory
Research Triangle Park, NC 27711
3. RECIPIENT'S ACCESSION- NO.
•. REPORT OATE
March 1984

•. PERFORMING ORGANIZATION CODE
•. PERFORMING ORGANIZATION REPORT is
10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO
68-02-3697, Task 3
13. TYPE Of REPORT ANO PERIOD COVERI
Task Final: 4/83-2/84
14. SPONSORING AGENCY CODE
EPA/600/13
is. SUPPLEMENTARY NOTES IERL-RTP project officer is Robin M. Anderson, Mail Drop
919/541-7607.
62
16. ABSTRACT
          The document is a state-of-the-art operating protocol for sampling and
 analysis of volatile organic constituents of flue gas from hazardous waste inciner-
 ators or other similar combustor systems using the Volatile Organic Sampling Tra
 (VOST). It is  intended to be used for guidance by personnel of the regulatory grou-
 personnel associated with engineering research and development, and the regula
 community.  The document is in two parts. Part A describes the key components „
 the train, the procedures for preparing the sorbent materials, and procedures for
 sample collection using the VOST.  Part B describes the procedures for analyzing
 VOST sorbent cartridges for volatile principal organic hazardous constituents
 (POHCs) using purge-trap-desorb gas chromatography/mass spectrometry (P-T-I
 GC/MS). Quality control procedures are presented in  both parts.
•7. . IDENTIFIERS/OPES ENDED TERMS
Pollution Control
Stationary Sources
VOST
19 ScCUR'TY CLASS ,THu Report/
Unclassified
20. SICUR'TY CLASS /Thu pag*l
Unclassified
c. COSATi Fieid/Croui
13 B
21B 11G
07C 06T
14B
14G
n NQ o* PAGES
60
22 PRICE
EPA Porm 2320-1 U-73)
                                        E-96

-------
f'i
I  '
f 1
                                    NATIONAL INSTITUTE
                           FOR  OCCUPATIONAL SAFETY AND HEALTH
                                 METHOD NO. P & CAM 127
           6060A

-------
                      ORGANIC SOLVENTS  IN AIR

               Physical and Chemical An.-.lypis Branch

                         Analytical Method
Analyte:


Matrix:

Procedure:


Date Issued:

Date Revised:
Organic Solvents
(See Table 1)

Air

Adsorption on charcoal
desorption with carbon
disulfide, GC
9/15/72

7/15/74
Method No:

Range:





Precision:

Classification :
PiCAM 1^7

For the specific j
compound, refer :
to Tables I&II



10.5:: RSD
i
i
See Table 1
i
Principle of the Method

1.1  A known volume of air is drawn through a charcoal  tube  to  trap  the
     organic vapors present.

1.2  The charcoal in the tube is transferred to a snail,  graduated  test
     tube end desorbed with carbon disulfide.

1.3  An aliquot of the desorbed sample is injected into a  gas chronato-
     graph.

1.4  The area of the resulting peak is determined and compared  with  areas
     obtained from the injection of standards.

Range and Sensitivity

The lower limit in mg/sample for the specific compound  at  16 x  1
attenuation on a gas chromatograph fitted with a 10:1 splitter  is
shown in Table 1.  This value can be lowered by reducing  the
attenuation or by eliminating the 10:1 splitter.

Interferences

3.1  When the amount of water ir the air is so great that  condensation
     actually occurs in the tube, organic vapors will not  be trapped.
     Preliminary experiments indicate that high humidity  severely
     decreases the breakthrough volume.

3.2  V*hen two or more solvents are knr'.T or suspected to  be  prese-;:  in
     ci'e c i.-, suc'.i inrurr'.jLion iin.luci;i.' -hs-ii fUSpecccU
     should be transmitted with the sarpi-?; since vith  dif
     polarity, one may displace another  fr-'~ the charcoal.
                               E-9-

-------
    3.3  It must be enphasized that any compound which has the same
         retention time as the specific compound under study at the
         operating conditions described in this method is an inter-
         ference.  Hence, retention tine data on a single column,  or
         even on a number of columns,  cannot be considered as proof
         of chemical identity.  For this reason it is important that
         a sample of the bulk solvent(s) be submitted at the sane  time
         so that identity(ies) can be  established by other means.

    3.A  If the possibility of interference exists, separation conditions
         (column packing, temperatures, etc.) must be changed to circum-
         vent the problem.

4.  Precision and Accuracy

    A.I  The mean relative standard deviation of the analytical method is
         8%. (Ref. 11.4).

    4.2  The mean relative standard deviation of the analytical method
         plus field sampling using an  approved personal sampling pump is
         10% (Ref. 11.4).  Part of the error associated with the method
         is related to uncertainties in thfe sample volume collected.  If
         a more powerful vacuum pump with associated gas-volume integrating
         equipment is used, sampling precision can be improved.

    4.3  The accuracy of the overall sampling and analytical method is 1C%
         (NIOSH's unpublished data) when the personal sanpling punp is
         calibrated with a charcoal tube in the line.

5.  Advantages and Disadvantages of the Method

    5.1  The sanpling device is small, portable, and involves no liquids.
         Interferences are minimal, and most of those which do occur can be
         eliminated by altering chromatographic conditions.  The tubes are
         analyzed by means of a quick, instrumental method.  The method can
         also be used for the simultaneous analysis of two or more solvents
         suspected to be present in the sane sample by sir.ply changing gas
         chromatographic conditions from isothermal to a teaperature-
         programned mode of operation.

    5.2  One disadvantage of the method is that the amount of sample which
         can be  taken is limited by the number of milligrams that the tube
         will hold before overloading.  When the sample value obtained for
         the backup section of the charcoal trap exceeds 25^ of that found
         on the  front section, the possibility of sample loss exists.
         During  sample storage the more volatile cor.pounds will migrate
         jhro-jghout che  _ube -.MCil aquilibrlur. is> rsacheJ  (jj'-' oi c?.t
         sar.ple  on the backup section) .
                                   E-98

-------
                    5.3   Furthermore,  the  precision  of  the  method  is  limited  by  the
                         reproducibility of  the  pressure  drop  across  the  tubes.   This
,                         drop will  affect  the  flow rate and cause  the volune  to  be
}'                        imprecise,  because  the  punp is usually  calibrated  for one
                         tube only.

;" "             6.   Apparatus

                    6,1   An  approved and calibrated       personal-sampling  pump  for  personal
|i                        samples.   For  an  area sample any vacuum pump whose flow can be
'   •                      determined  accurately at 1  liter per  minute  or less.

..                   6.2   Charcoal tubes:   glass  tube with both ends flame sealed, 7  cm
I                         long with  a 6-mm  O.D. and a 4 -mm I.D.,  containing  2  sections  of
                         20/40 mesh  activated  charcoal separated by a 2-mm  portion of
                         urethane foam.  The activated charcoal  is prepared from coconut
j'                        shells  and  is  fired at  600DC prior to packing.  The  absorbing
'                         section contains  100 mg of  charcoal,  the  backup section 50  rig.
 ;                        A 3-rrtm  portion of urethane  foam  is placed between  the outlet
i.                        end of  the  tube and the backup section.   A plug of silylated
                         glass wool  is placed  in frontof  the absorbing section.   The
                         press-re drop across  the tuLe n-sc be less than one  inch of
                         mercury at  a  flow rate  ot 1 £pm.
/
                    6.3   Gas chroma to graph equipped  with  a  flame ionization detector.

;                    6.4   Column  (20  ft x 1/8 in) with 10% FFAP stationary phase  on 80/100
                         mesh, acid-washed DMCS  Chromosorb  U solid support.   Other colunr.s
                         capable of  performing the required separations may be used.

|                    6.5   A mechanical or electronic  integrator or  a recorder  and some
                         method  for  determining  peak area.

                    6.6   Glass stoppered micro tubes.  The  2.5-nt  graduated microcentrifuge
                         tubes are recommended.

                    6.7   Hamilton syringes:  10  '.1,  and convenient sizes for  making
                         standards .

                    6.8   Pipets:  0.5 ml delivery pipets  or 1.0  ri. type graduated in
                         0.1 ni  increments.

i                    6.9   Volumetric  flasks:  10  ml or convenient sizes for  making standard
                         solution?.
                   7.1  Spectrocuality carbon disulfice  O'sthesor. Colerar and Bell)
                                                  E-99

-------
    7.2  Sr.rple of the specific compound 'jndrT stuc'v, nrcfer.iblv
         chromatoquality grade.

    7.3  Bureau of Mines Grade A helium.

    7.4  Prer>urified hydrogen.

    7.5  Filtered compressed air.

8.   Procedure

    8.1  Cleaning of Equipment.  All glassware used for the laboratory
         analysis should be detergent washed and thoroughly rinsed with
         tap water and distilled water.

    8.2  Calibration of Personal Purps.  Each personal pump must be
         calibrated with a representative charcoal tube in the line. This
         will minimize errors associated with uncertainties in the sample
         volume collected.

    8.3  Collection and Shipping of Samples

         ?.?.!  Irradiate]y before S2T.plir.~, the errl^ of the tube should
                be broken to provide an oceninp at least one-half the
                internal diameter of the tube (2mm) .

         8.3.2  The smaller section of charcoal is used as a back-up and
                should be positioned nearest the sampling pump.

         8-3.3  The charcoal tube should be vertical during sampling.

         8.3.A  Air being sampled should rot be passed through any hose
                or tubing before entering the charcoal tube.

         8.3.5  The flow, time, and/or volume must be measured as accurately
                as possible.  The sample should be taken at a flow rate of
                1 Upm or less to attain the total sarnie volume required.
                The minimum, and maximum ssr.ple volumes that should ba
                collected for each solvent are shown in Table 1.  The
                minimum volume quoted must be collected if the desired
                sensitivity is to be achieved.

         E.3.6  The temperature and pressure of the atmosphere beina sampled
                should be measured and  recorded.

                The charcoal  tubes shoul: be cached '..'i-th the supplied plasti
                caps-  immediately after  sarolinc.  Vnder no circurst^rces
                should rubber  ccps be useJ.
                                   E-100

-------
     8.3.8  One tube should be bandied in the same manner as the
            sample tube (break, seal, and transport), except that
            no air is sampled through this tube.  This tube should
            be labeled as a blank.

     8.3.9  Capped tubes should be packed tightly before they are
            shipped to minimize tube breakage during shipping.

     8-3.10 Samples of the suspected solvent(s) should be submitted
            to the laboratory in containers furnished by NIOSH for
            such purpose.  These liquid bulk samples should not be
            transported in the same container as the samples or blank
            tube.  If possible, a bulk air sample (at least 50£ air
            drawn through tube) should be shipped for qualitative
            identification purposes.

8.4  Analysis of Samples

     8.4.1  Preparation of Samples.  In prepration for analysis, each
            charcoal tube is scored with a file in front of the first
            section of charcoal and broken open.  The glass wool is
            removed and discarded.  The charcoal in the first (larger)
            section is trans f^-.-ed to a small stoppered test tube.  The
            i>eparatinp, section of foam is renoved and discarded; the
            second section is transferred to another test tube.  These
            two sections are analyzed separately.

     8.4.2  Desorption of Samples.  Prior to analysis, one-half ml of
            carbor. disulfide is pipetted into each test tube. (All work
            with carbon disulfide should be performed in a hood because
            of its high toxicity.)  Tests indicate that desorptior. is
            complete in 30 minutes if the sample is stirred occasionally
            during this period.  The use of graduated glass-stoppered,
            microcentrifuge tubes is recommended so that one can observe
            any apparent change ir. volume during the desorption process.
            Carbon disulfide is a very volatile solvent, so volume
            changes can occur during the desorption process depending or.
            the surrounding ter.perature.  The initial volume occupied by
            the charcoal plus the 0.5 mi CS0 should be noted and corres-
            ponding volune adjustments should be made whenever necessary
            just before GC analysis.

     8.4.3  GC Conditions.  The typical operating conditions for the gas
            chromatograph are:

            1.  85 cc/r.in. (70 p?ig) heliur?, carrier gas flow.
            2.  65 cc/r.in. (24 psig) hydrogen gas flow to detector.
            -> _  c.o^ cc/-ir.. •'5C ~wi~/ Jw.r j'^ov
            4.  200°C injector tcrr?erature.
                              E-101

-------

             5.   200°C  manifold  temperature  (detector)
             6.   Isothermal  oven or  column temperature  -  refer  to  Table  1
                 for  specific  compounds.

      8.4.4   Injection.  The first step  in the analysis is  the  injection
             of  the  sample  into  the  gas  chromatograph.  To  eliminate
             difficulties arising from blowback or distillation vithin
             the syringe needle, one should  employ the  solvent  flush
             injection  technique. The 10 \ti syringe  is first  flushed
             with solvent several times  to wet the barrel and  plunger.
             Three microliters of solvent are drawn into  the syringe
             to  increase the accuracy and reproducibility of the
             injected sample volume. The needle  is removed from the
             solvent, and the  plunger is pulled back  about  0.2  u£  to
             separate the solvent flush  frop the  sample with a  pocket
             of  air  to  be used as a  marker.   The  needle is  then immersed
             in  the  sample,  and  a 5-uJ. aliquot is withdrawn, taking into
             consideration  the volume of the needle,  since  the  sample  in
             the needle will be  completely injected.  After the needle
             is  removed from the sample  and  prior to  injection, the
             plunger  is pulled back  a short  distance  to minimize evap-
             oration  of the  sanple from  the  tip of the  needle.   Duplicate
             injections of  each  sample and standard should  be  nade. No
             more than  a 3%  difference in area is to  be expected.

      8.4.5   >feasurement of  area. The area  of the sample peak is  r.easured
             by  an electronic  integrator or  some  other  suitable fora of
             area measurement, and preliminary results  are  read from a
             standard curve  prepared as  discussed below.

7B.5  Determination of  Desorption Efficiency

      8.5.1   Importance of  determination.  The desorption efficiency of  a
             particular compound can vary  fron one laboratory  to another
             and also from  one batch of  charcoal  to another.   Thus, it  is
             necessary  to determine  at least once the  percentage of  the
             specific compound that  is removed in the desorption process
             for a given rtor.pound, provided  the same  batch  of  charcoal  is
             used.  The Physical and Chemical Analysis  Branch  of NIOSH
             has found  that the  desorption efficiencies for the cocpour.ds
             in Table 1 are between  81*  and  100"  and  vary with each batch
             of charcoal.

      8.5.2   Procedure  for  determining desorption efficiency.   Activated
             charcoal equivalent to  the  amount in the first section of  the
             sampling tube   (100  rg)  is measured into  a  5cn, 4-n=r. I.D.
             glass tube, flar:e-sealed at one end  (similar to  co—.ercially
             available  culture tubes).   This charcoal T.ust  be  frcr the
             same batch as  that  used in  obtaining the samples  and can  be
                               E-102

-------
                with Parafiln.  A known anount of the compound is injected
                directly into the activated charcoal with a microliter
                syringe, and the tube is capped with more Parafilm.  The
                amount injected is usually equivalent to that present in
                a 10-liter sample at a concentration equal to the federal
                standard.

                At least five tubes are prepared in this manner and allowed
                to stand for at least overnight to assure complete abosrption
                of the specific compound onto the charcoal.  These five tubes
                are referred to as the samples.  A parallel blank tube should
                be treated in the same manner except that no sample is added
                to it.  The sample and blank tubes are desorbed and analyzed
                in exactly the same manner as the sampling tube described in
                Section 8.3.

                Two or three standards are prepared by injecting the sane
                volume of compound into 0.5 mi of C$2 with the same syringe
                used in the preparation of the sample.  These are analyzed
                with the sarnies.

                The desorption efficiency equals the difference between the
                average peak area of the sasples and the peak area of the
                blank divided by the average peak area of the standards, cr

                                          Area sasple - Area blank
                  desorption efficiencv =         '""
                                                 Area standard

9.  Calibration and Standards

    It is convenient to express cone ntration of standards in terns of
    mg/0.5 mx CS- because samples are desorbed in this amount of CS->.  To
    minimize error due to the volatility of carbon disulfide, one can inject
    20 times the weight into 10 n- of CS->.  For exar.ple, to prepare a 0.3 -g/
    0.5 r.l standard, one vculd inject 6.0 rg into exactly 10 r.l c: CH^ i- a
    plass-stcppered flask.  The density of the specific cor.pour.d is used to
    convert 6.0 rig into micrcliters for easy measurement with a micreliter
    syringe.  A series of standards, varying in concentration over the rar.ge
    of interest, is prepared and analyzed under the sar.e GC conditions ar.d
    during the same time pericd as the unknown samples.  Curves arc estab-
    lished by plotting concentration in r.g/0.5rv versus peak area.
                                                                         •^ X
    NOTI:  Since no ir.t-arr.ai itaru.-.rd is use." in the method, standard sciatic-:
    rust be analyzed at the sare t-'.re t'1?.: tl-e sample ar.alysis is ccr.5 .  This

    durinc the sare dav of the TID res-onse.
                                   E-103

-------
10.  Calculation:*

    10.1 The weight, in mg, correspond ins  to  each  peak  area  is  read  from
         the standard curve for the pirt i rul ".'r  cor.po'jnd.   '>>  volune
         corrections are needed, because the  standard curve  is  based on
         ng/0.5 m£ C$2 and the volume of sample  injected  is  identical to
         the volune of the standards injected.

    10.2 Corrections for the blank must he nade  for each  sample.

                   Correct mg = mgg - mp.,

         where:

                n8s * m? found in front section  of sample tube
                ngjj « mg found in front section  of blank  tube

         A similar procedure is followed for  the backup sections.

    10.3 The corrected amounts present in  the front and backup  sections of
         the same sample tube are added to determine the  total  measured amount
         in the sample.

    10.4 This total weight is'divided by the  determined desorption efficiency
         to obtain the total mg per sample.                        _    _

    10.5 The volume of aJr sampled is converted  to standard  cor.d^cio.-.s  of
         of 25°C and 760 inn Hg.
                     s
         where:
                              P     293
                    Vs = V * 760   T+273
               V  = volume of air in liters at 25°C and  760 r.=  Hg
               V  = volume of air in liters as measured
               P  = Baronetric pressure ir. ca Hg
               T  = Temperature of air in degree centigrade
    10.6 The concentration of the organic solvent  in  the  air  sampled  can  be
         e:-:pressed in r.g per rP, which is numerically equal to  ug  per liter
         of air
              , 3     ,.    total zi2 ("Section 10.4) x 1COC  (,?/-;)
            r.g/mj = ug/i =	•	—


    10.7 Another method of expressing concentration is pp~, defined as -.of
         compounds per liter cf air
                    ppm = 1.1 of compound/Vs
                  	*»•,;• of co-pound    24.45
                    ppn = 	'	  :< 	
                                 Vs          :r';
         where:
               JJ«.t5'- r.dijr »-oiu .e ec ^.^'L and  760 rrr. H;.
               \":    = nolecuiar weight of the co-scur.d  (Table  i)
                                   E-104
                                                                              — — -- -**•*-* •

-------
11.  References

    11.1 White, L.D., D.G. Taylor,  P. A.  Mauer ,  and R.E. Kupel ,  "A
         Convenient Optimized Method -for the Analysis of Selected Solvent
         Vapors in the Industrial Atmosphere,"  Amer.  Ind. Hyg.  Assoc .  J.,
                (1970).
    11.2 Young,  D.M. and A.D.  Crowe 11,  Physical Adsorption of Gases,
         Buttervorths, London, 196?,  pp.  137-146.

    11.3 Federal Register.  _37_ (/'202),  22139-221-42 (October 18, 1972).

    11.4 NIOSH Contract HSM-99-72-98,  Scott Research Laboratories, Inc.,
         "Collaborative Testing of Activated Charcoal Sampling Tubes  for
         Seven Organic Solvents," pp.  4-22, 4-27 (1973).
                                   E-105

-------
W
 I
M
O
CT\
                                                          TAIJLE i

                                  PARAMETERS ASSOCIATED  WITH PtCAB ANALYTICAL METHOD NO.  127
                Solvent
    Method
Classification
Detection IJinit
  (mg/sample)
Acetone
Beiueno
Carton trtrachlor ide •• I
Chlurof orm
Dic'iloromothane
p-f) [oxalic
Eth fli-ne d Ichlor Ide
Methyl i-thyl ketone
S'ty i ene
Tut i achloroethylene
1,1 2-1 1 Ichloroc'thane
1,1 i -t r Ichlovouthane
(: 'ethyl Chloroform)
Tr i . h lomet hy lone
Tol i ---nr |,( ..«
.Kyi- MI-
(a) Minimum volume, in liters,
(b) I'lii-KC arc breakthrough vol
D
A
A
A
D
A
I)
B
U
B
B
B

A
B
A
required to me
umes calculated
_
0.01
0.20
0.10
0.05
0.05
0.05
0.01
0.10
0.06
0.03
0.05

0.05
0.01
0.02
asure 0.
with d<-i
Sample
mit ., .
) Minimum13'















0.5
0.5
10
0.5
0.5
1
1
0.5
1.5
1
10
0.5
1
0.5
0.5
Volume (£)
(b)
Maximum
7.7
55
60
13
3.8
18
12
13
34
25
97
13
17
22
31
GC Column
Temperature(°C)
60
90
60
80
85
100
90
80
150
1JO
150
150
90
120
100
Molecular
Weight
58.1
78.1
154.0
119
84.9
88.1
99.0
72.1
104
166
133
133
131
92.1
U»6
          net ivatotl coconut charcoal.  Concentrations  of  vapor in air at 5 times the OSHA  standard  (reference 11.3)
          -jr ')!!() ppm, whichever  is  lower,  25°C, and  760  torr  were assumed.  These values will  be  as  much as 50% lower
          for aln'osplu-rc-s of high humidity.  The effects  of multiple contaminants have not been  investigated, but It
          is suspected that Iff.s volatile  compounds  may  displr.ee more volatile compounds  (See  3.1 and  3.2)

-------
                          TABLE II

            CHEMICALS WHICH HAVE GREATER THAN 80%
           DCSCP.PTIO:: EFFICIENCY BUT HAVE NOT BEEN
                 THOROUGHLY TESTED 3Y NIOSH
                     Class E (Proposed)
Acrylonitrile
Allyl glycidyl ether
n-Amyl acetate
2-Butoxyethanol
n-Butyl acetate
n-Butyl alcohol
n-Butylglycidyl ether
Chlorobenzene
Cyclohexane
Cyclohexanone
o-Dichlorobenzene
p-Dichlorobenzene
Diethyl ether
N.N-Dimethyl aniline
Epichlorohydrin
2-Ethoxylethyl acetate
Ethyl acetate
Ethylbenzer.e
Ethyl butyl ketone
Fufural
Heptane
Hexane
Isoa-vl acetate
Isobutyl acetate
Isobutyl alcohol
Isoctane
Isophorone
Isopropyl acetate
Isopropyl glycidyl ether
2,6-Lutidine
Methyl acetate
Methyl acrylate
Methyl n-butyl ketone
Methyl ethyl ketore
Methyl isobutyl ketone
Methyl nethacrylate
i-Methyl styrene
p-M«jthyl styrene
n-Octane
3-Octar.one
Pentane
2-Per. tnnone
a-pinene
r.-Propyl  acetate
1,1,2,2-Tetrachloroethane
Tetrahydrcfurar.
Trichlorotrifluoroethane (Freon 113)
Recorrr.ended Sample Size
                             E-107

-------
I  '
                                  STANDARD  METHOD 209 G
           6060A

-------
 209  G.   -Volatile and Fixed Matter in Nonfiltrable Residue and in
                      Solid and Semisolid Samples
1.  General Discussion
  This method is applicable to the deter-
mination  of total residue on evaporation
and us fixed and volatile fractions in  such
solid and semisohd samples as river and
lake  sediments, sludges  separated  from
water and wastewater treatment process-
es, and sludge cakes from vacuum filtra-
tion, cenmfugauon. or other sludge dewa-
jcrmg processes.
  The determination of both total and vol-
atile residue in these materials is subject to
negative error due  to loss of ammonium
carbonate [(NH4):.CO,] and volatile organ-
ic matter while drying.  Although  this is
true also  for wastewater. the effect tends
to  be more pronounced with sediments.
and especially with  sludges  and  sludge
cakes.
  The  mass of organic matter recovered
from sludge and sediment requires a long-
er ignition time than that  specified for resi-
due from wastewaters. effluents, or pol-
luted waters.  Carefully observe specified
ignition time  and temperature  to control
losses of  volatile inorganic salts.
  Make all weighings quickly because wet
samples tend  to lose weight  by evapora-
tion  After drying or ignition, residues of-
ten are very hygroscopic and rapidls ab-
sorb moisture from the air.

2  Apparatus
  See Sections 209A.2 and 209B.2.
3  Procedure

  a.  Solid and setnisoltJ stinipln:
  I)  Total residue and moisture —
  a)  Preparation of evaporating dish—Ig-
nite a clean evaporating dish at 550 = 50 C
for 1 hr in a muffle furnace. Cool in a des-
iccator, weigh,  and store  in a  desiccator
until ready for use.
  bl  Fluid  samples —If  the  sample con-
tains enough moisture to flow more or less
readily, stir to homogenize, place 25 to
50 g  in a prepared evaporating dish, and
weigh to the nearest 10 mg. Evaporate to
dry ness on a water bath, dry at  103 C for  I
hr. cool in an individual desiccator con-
taining fresh desiccant. and weigh
  c)  Solid samples— If  the  sample con-
sists  of discrete pieces  of solid material
(dewatered sludge, for example), take
cores from each piece with a No. 7 cork
borer or pulverize the entire sample
coarsely on a clean surface by hand, using
rubber gloves. Place 25  to 50 g in  a pre-
pared evaporating dish and weigh  to the
nearest 10 mg Place in an oven at 10? C
overnight. Cool in an individual desiccator
containing fresh desiccant and weigh Pro-
longed heating may result in a loss of vola-
tile  organic  matter and (NH..I..CO,. bui
it usually is necessary to dry samples
thoroughly.
  2)  Volatile residue —Determine volatile
residue, including organic matter and vol-
atile  inorganic salts, on the  total residue
                                   E-108

-------
obtained in I) above.  Avoid loss of solids
by decrepitation by placing dish in a cool
muffle  furnace, heating furnace to 550 C,
and igniting for 60 mm. (First ignite sam-
ples containing large  amounts of organic
matter over a gas burner and under an ex-
haust hood in the presence of adequate air
to lessen losses due to reducing conditions
and to avoid odors in the laboratory.) Cool
m a desiccator and re weigh. Report results
as fixed residue (percent ash) and volatile
residue.
  h.  Sonfiltrable   residue   (suspended
matter):
  1) Preparation   of  glass-fiber  filter-
Place a glass-fiber niter in a membrane ni-
ter holder. Hirsch funnel, or Buchner fun-
nel, with wrinkled surface of filter  facing
upward.  Apply vacuum to the assembled
apparatus to seat filter. With vacuum ap-
plied, wash filter with three successive 20-
mL portions of distilled water. After the
water has filtered  through, disconnect vac-
uum, remove filter, transfer to an alumi-
num or stainless  steel planchet as a sup-
port, and dry in an oven at 103 C for 1 hr
(30 mm in a mechanical convection oven).
If volatile matter is not to be determined,
cool filter in a desiccator to balance tem-
perature and weigh. If volatile matter is to
be determined, transfer filter to a  muffle
furnace and ignite at 550 C for 15 min. Re-
move filter from furnace, place in a desic-
cator until cooled to balance temperature.
and weigh.
  2) Treatment  of sample—Except  for
samples  that contain  high concentrations
of filtrable matter, or that filter very slow-
ly, select a sample volume £14 mL/cm*
titter area.
  Place prepared filter in membrane filter
holder. Hirsch funnel, or Buchner funnel.
with wrinkled surface upward. With vacu-
um applied, wet filter with distilled water
to seat it against holder or funnel. Measure
well-mixed sample with a  wide-tip  pipet
or graduated cylinder.  Filter sample
through filter using suction. Leaving suc-
tion on, wash apparatus three  times
10-mL portions of distilled water, allowing
complete drainage between washings. Di$.
continue suction, remove filter and dry to
constant weight (see 209B.3c) at 103 C for
I hr in an  oven (30 min in a mechanical
convection oven). After drying, cool filter
in a desiccator to balance temperature and
weigh.
  3) Filtration with Gooch crucibles—Al.
tematively, use glass-fiber filters of 2.2 or
2.4 cm diam with Gooch crucibles and fol-
low the procedure in Section 209D.36.
  4) Ignition—Ignite filter with its non-
filtrable residue  (total  suspended  matter)
for 15 min at 550 ± 50 C, transfer to a des-
iccator, cool to balance temperature, and
weigh.

4. Calculation
  a. Solid and semisolid samples:
      total residue
A x IQO
   B
      volatile residue
      fixed residue
  b. Sonfiltrable residue (suspended mat-
ter):

      mg nondurable volatile residue L

          .   (D ~  & * ' -000
            sample  volume. mL
       mg nondurable fixed residue L
                 C  x i.OQO
          3g _M«HM_^_«_~^~^H^^
            sample  volume. mL

where:
    A " weight of dried  solids, mg.
    B « weight of wet sample, mg.
    C * weight of ash. mg.
    D « weight of residue before ignition, mg,
        and
    E » weight of residue after ignition, mg.

5. Precision and Accuracy

  See Section 209D.5.
                                    E-109

-------
  Methods for Chemical Analysis of Water   2  SOKOLOFF. V.P  1933. Water of crystalliza
'    a Wastes  1974  U.S  EPA. Technology      lion in  total solids of water analysis  Ind
  *"    r. 625-'6-74-003. pp  266-267            Eng. Chem.. Anal  Ed 5.336
                            209  I.    Bibliography


           E.J  4 H H  WAGENHALS  1923       medium in the suspended solids determma-
  'studies of representative  sewage  plants       tion Sewage Ind. Wastes 30-1062
   Pub  Health Bull. Ho  132.                NUSBAUM. I 1958 New method for determma-
MOWARD  C.S  1933.  Determination of total       tion of suspended solids. Sewage Ind
   dissolved solids  in water  analysis  Ind       Wastes 30:1066.
   Ing  Chem..  Anal Ed  5.4                SMITH. A.L 4 A.E GREENBERG 1963 Evalu-
  HONS  G.E 4B  MORE> 1941. The effect of       ation of methods for determining sus-
   drymg time on the determination of solids       pended solids in wastewater. J Water Pol-
   in sewage and sewage  sludges  Sewage       lui. Control Fed 35'940.
   Works J  13-936.                         GOODMAN.  B.L.  1964. Processing thickened
FncHER. A.J  4  G.E. SYMONS  1944 The de-       sludge with chemical  conditioners.  Pages
   termination of settleable sewage solids by       78 et seq  in Sludge Concentration.  Filtra-
   weight  Woier Works Sewage 91:37.            tion and Incineration  Univ. Michigan Con-
DIGEN. J 4 F E. NUSSBERGER.  1956 Notes on       tinued Education Ser. No. 113. Ann Arbor.
   the determination of suspended solids   WYCKOFF. B.M.  1964  Rapid solids determma-
   Sewage Ind  Wastes 28:237                   tion using glass fiber filters. Water Sewage
CMANIN  G.. E.H. CHOW. R B  ALEXANDER 4       Works 111:277
   j  POWERS  1958.  Use of glass fiber filter
                                           E-110

-------
                            APPENDIX F




                      FIELD/ANALYTICAL DATA
6060A

-------
               PARAMETER

CONTROL PARAMETERS
 1. TARGET SOIL RESIDENCE TIME
    a. TARGET SCREW SPEED
 2. TARGET SOIL DISCHARGE TEMP
 3. TARGET AIR INLET TENP
 4. TARGET AIR FLU RATE

SOIL SYSTEM PARAMETERS
 1. TEMPERATURE
    a. FEED SOIL (C)
    b. PROCESSED SOIL (C)
 2. VOCs
    a. FEED SOIL
       1.  D1CHLORDETHYLEN!
                       COI

       2.  TRICHLOROETHYLEI
                        C(

       3.  TETRACHLOROETHYi


       4.  IYLENE-LAB (ug/kg)
            CORRESP (ug/kg)
                      (I/HR)
       5.  OTHER VOCs-LAB (ug/kg)
                 CORRESP

       6.  TOTAL VOCs-LAB (ug/kg)
                 CORRESP

    b.  PROCESSED  SOIL
       1.  DICHLOROETHYLE

       2.  TRICHLQROETHYL

       3.  TETRACHLOROETH

       4.  XYLENE  lug/kg)
                 (I/HR)
       5.  OTHER VOCs (ug/kg)
                     (I/HR)
       6.  TOTAL VOCs (ug/kg)
                     (I/HR)
    c.  REMOVAL  EFFICIENCY
       1.  DICHLOROETHYLENE  (I)
       2.  TRICHLOROETHYLENE  (Z)
       3.  TETRACHLOROETHYLENE  (Z)
       4.  IYLEHE  (1)
       5.  OTHER VOCs (I)
       6.  MAJOR 4 CONTAMINANTS
       7.  TOTAL VDCs (I)

flHE («IN>
(SEC/REV)
rEHP 1C)
1C!
ISCFH)


•LAB lug/kg)
1ESP (ug/kg)
(I/HR)
HAS (ug/kg)
RESP (ug/kg)
(I/HR)
NE-LAB (ug/kg)
:ORRESP (ug/kg)
(I/HR)
)
)
)
g/kg)
g/kg)
I/HR)
g/kg)
g/kg)
I/HR)
(ug/kg)
(I/HR)
(ug/kg)
(I/HR)
NE (ug/kg)
(I/HR)


)

)

(I)
(I)
NE (Z)


NTS (I)

RUN 1
60.00
128.57
50.00
25.00
100.00
24.57
51.72
550.00
IDL
BDL
«210.00
BDL
BDL
•32,00
BDL
BDL
BDL
BDL
BDL
760.00
BDL
BDL
1552.00
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
-
-
-
-
-
-
-
RUN 2
60.00
128.57
50.00
90.00
100.00
24.57
60.79
63000.00
560699.29
1.111E-01
1600000.00
3306351.19
6.553E-OI
1500000.00
2907049. B4
5.761E-01
18000.00
23483.09
4.654E-03
•6200.00
10091.62
2.000E-03
3187200.00
6807675.03
1.349E+00
«670.00
1.217E-04
40000.00
7.266E-03
320000.00
5.813E-02
•3600.00
6.540E-04
BDL
BDL
364270.00
6.617E-02
99.89
98.89
89.91
85.95
100.00
95.09
95.10
RUN 3
45.00
96.43
50.00
25.00
100.00
24.57
49.72
t77.00
BDL
BDL
1400.00
24240.01
4.002E-03
3900.00
54553.76
9.006E-03
*66.00
36344.01
6.000E-03
120.00
BDL
BDL
5463.00
115137.78
1.901E-02
BDL
BDL
«13.00
1.761E-06
•46.00
6.231E-06
BDL
BDL
8DL
BDL
59.00
7.992E-06
.
99.96
99.93
100.00
-
99.96
99.96
RUN 4
45.00
96.43
100.00
90.00
100.00
24.57
113.72
«31.00
BDL
BDL
•41.00
51.12
1.588E-05
180.00
6468.28
2.009E-03
BDL
28.86
8.965E-06
BDL
56.89
1.767E-05
252.00
6605.14
2.052E-03
BDL
BDL
•62.00
1.SB8E-05
•37.00
9.477E-06
•35.00
8.965E-06
•69.00
1.767E-05
203.00
5.200E-05
.
-
99.53
-
-
98.31
97.47
RUN 5
60.00
128.57
100.00
90.00
100.00
24.57
97.52
330000.00
939856.95
2.080E-01
19000000.00
3475593.37
7.692E-01
950000.00
596447.68
1.320E-01
320000.00
298223.84
6.600E-02
•70000.00
144593.38
3.200E-02
20670000.00
W54715.22
1.207E+00
BDL
BDL
•6900.00
1.1B5E-03
BDL
BDL
BDL
BDL
BDL
BDL
6900.00
1.1BSE-03
100.00
19.85
100.00
100.00
100.00
99.90
99.90
RUN 6
45.00
96.43
100.00
25.00
100.00
24.57
89.32
210000.00
529398.11
2.026E-01
11000000.00
2907304.09
1.113E*00
•70000.00
50501.13
1.933E-02
380000.00
291577.20
1.116E-01
•88000.00
89691.54
3.433E-02
11748000.00
3868472.08
1.4BIE+00
•1900.00
6.254E-04
57000.00
1.876E-02
•1000.00
3.291E-04
•7900.00
2.600E-03
• 1000.00
3.291E-04
68800.00
2.264E-02
99.69
98.31
98.30
97.67
99.04
98.46
98.47
                                                                       F-l

-------
PARAMETER
RUN 1
RUN 2
RUN 3
RUN 4
RUN 3
RUN 6
3.







4.






5.


6.






AIR
1.








2.
















MOISTURE
i. EICAVATE9 SOIL (Zl
b. FEES SOIL ID
(t/HR)
1. ENTHALPY (BTU/D
c. PROCESSED SOIL 
-------
                      PARAMETER
                                              RUN  1
RUN 2
RIM 3
RUN 4
RUN 5
RUN 6
r
c. MANIFOLD 12
   1. OICHLOROETHYLENE  Ippi/voJ)
                        (I/HR)
   2. TRICHLOROETHYLENE  (pp»/vol)
                         (I/HR)
   3. TETRACHLOROETHYLENE  (ppi/vol)
                           (I/HR)
   4. IVLENE (ppi/vol)
             (I/HR)
   5. OTHER VDCs  (ppi/vol)
                  (I/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (I/HR)
d. MANIFOLD 13
   1. OICHLOROETHYLENE  (ppi/vol)
                        (I/HR)
   2. TRICHLORDETHYLENE  (ppi/vol)
                         (I/HR)
   3. TITRACHLOROETHYLENE  (ppi/vol)
                           (I/HR)
   4. XYLEXE (ppi/vol)
             (I/HR)
   5. OTHER VOCs  (ppi/vol)
                  (I/HR)
   6. TOTAi VOCs  (ppi/vol)
                  (I/HR)
I. AFTERBURNER INLET
   1. OICHLOROETHYLENE  (ppi/vol)
                        (I/HR)
   2. TRICHLOROETHYLENE  (ppi/vol)
                         (I/HR)
   3. TETRACHLOROETHYLENE  (ppi/vol)
                           (I/HR)
   4. XYLENE (ppi/vol)
             (I/HR)
   5. OTHER VOCs  (ppi/vol)
                  (I/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (I/HR)
f. STACK
   1. DICHLOROETHYLENE  (ppi/vol)
                        (I/HR)
   2. TRICHLOROETHYLENE  (ppi/vol)
                         (I/HR)
   3. TETRACHLOROETHYLENE  (ppi/vol)
                           (I/HR)
   4. XYLENE (ppi/vol)
             (I/HR)
   5. OTHER VOCs  (ppi/vol)
                  (I/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (I/HR)
BDL
BDL
BDl
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
87.00
1.110E-01
375.00
6.4BOE-01
237.00
5.180E-01
3.00
4.000E-03
2.00
2.000E-03
704.00
1.283E+00
BDL
BDL
1.70
4.000E-03
3.00
9.000E-03
3.00
6.000E-03
BDL
BDL
7.70
1.900E-02
BDL
BDL
BDL
BDL
1.10
2.000E-03
BDL
BDL
BDL
BDL
1.10
2.000E-03
208.00
2.090E-OI
567.00
7.680E-01
76.70
1.320E-01
60.00
6.600E-02
24.70
3.200E-02
936.40
1.206E+00
196.00
2.020E-OI
785.00
1.094E+00
11.00
1.900E-02
97.00
1.090E-01
32. BO
3.400E-02
1121.80
1.458E+00
                                                                          F-3

-------
              PARAMETER
 RUN 1
 RUN 2
 RUN 3
 RUN 4
 RUN 5
 RUN 6
MOISTURE
l.


b.


PROCESS AIR (Z/vol)
(t/HR)
1. ENTHALPY (BTU/I)
INFILTRATION AIR (I/vol)
(I/HR)
1. ENTHALPY (BTU/I)
2.00
3.00
1097.90
2.00
2.24
1097.90
1.50
1.10
1122.80
1.50
2.56
1096.60
2.80
3.40
1098.80
2.80
2.99
1098.80
1.60
1.40
1134.20
1.60
2.08
1098.40
1.20
0.77
•1124.90
1.20
1.50
1095.40
2.10
1.60
1097.90
2.10
2.55
1097.90
   C. MANIFOLD il (I/vol>
                  (I/HRI
   d. MANIFOLD 12 (I/vol)
                  (t/HR)
   c. MANIFOLD 13 (Z/vol)
                  (I/HR)
   *. AFTERBURNER INLET (Z/vol)
                        (I/HR)
      1. ENTHALPY (BTU/t)
   9. STACK (I/vol)
            (I/HR)
4. FLOWATE
   i. PROCESSOR INLET (HACFM)
                      (OSCFH)
                      (t/HR)
   b. INFILTRATION AIR (DSCFM).
                       (I/HR)
   c. HAHIFOLl II INACFM)
                  (DSCFM)
                  (I/HR)
   d. MANIFOLD 12 (HACFN)
                  (DSCFM)
                  (I/HR)
   c. MANIFOLD 13 (HACFK)
                  (DSCFft>
                  (I/HR)
   *. AFTERBURNER INLET (MCFH)
                        (DSCFM)
                        (I/HR)
   9. STACK (UACFM)
            (OSCFH)
            (I/HR)
5. PARTICULAR EHISS-ABI/STACK (6R/HACFM)
                         (6R/DSCFM)
                         (I/HR)
6. HYDROGEN CHLORIDE EMISSIONS (I/DSCFM)
                               (I/HR)
7. CARBON DIOIIDE EMISSIONS  (I/vol)
                             (I/HR)
B. OIY6EN EMISSIONS (Z/vol)
                    (I/HR)
9. CARBON MONOXIDE EMISSIONS  (I/vol)
                              (I/HR)
8.18
22.70
1105.20
-
-
55.10
51.70
234.00
39.10
176.00
7.39
18.90
1102.60
-
-
29.10
24.70
112.00
59.90
270.00
14.00
36.00
1106.10
-
-
45.40
41.90
189.00
37.00
167.00
21.30
58.00
1122.00
-
-
38.30
30.90
140.00
45.50
205.00
21.40
50.70
1121.60
-
-
26.40
22.50
102.00
43.90
198.00
22.70
56.30
1126.10
30.90
63.70
27.70
25.90
117.00
42.40
191.00
113.00
 90.80
410.00
104.00
 84.60
382.00
106.00
 78.90
356.00
119.00
 76.40
345.00
104.00
 66.40
300.00
110.00
 68.30
308.00
283.00
 50.80
234.00
                                                                   F-4

-------
,...,
'   I
                  PARAMETER

   10. ENERGY - AIR/MOISTURE
       i. PROCESS AIR INLET (BTU/HR)
          1. SPECIFIC HEflT (BTU/IF)
          2. HOISTURE (BTU/HR)
       b. INFILTRATION AIR INLET  (BTU/HR)
          1. SPECIFIC HEAT (BTU/IF)
          2. MOISTURE (BTU/HR)
       c. AFTERBURNER INLET (BTU/HR)
         1. SPECIFIC HEAT  (BTU/IF)
           2. MOISTURE (BTU/HR)

0. OIL SYSTEM PARAMETERS
    1. TEMPERATURE
       a. SCREH INLET 1C)
       b. SCREH OUTLET/TROUGH  INLET  1C)
'       c. THOOBH OUTLET  (C)
    2. PRESSURE
       a. SCREH INLET (PSI61
       b. SCREM OUTLET/TROUGH  INLET  (PSIB)
,    3. FLOHRATE (6PH)
                (I/HR)
    4. HEAT RELEASED
       *. INLET (BTU/HR)
          1. SPECIFIC HEAT-INLET  (BTU/IF)
       fa. OUTLET (BTU/HR)
          1. SPECIFIC HEAT-OUTLET  (BTU/IF)

E. PROPANE SYSTEM PARAMETERS
    1. PROPANE CONSUMPTION (SCFM)
                           (I/HR)
                                                         RUN 1
RUN 2
RUN 3
RUN 4
RUN 5
RUN 6
F. PROCESSOR PARAMETERS
    1. SCREH SPEED  (SEC/REV)

E. HEAT LOSS (BTU/HR)
   1. PERCENT TOTAL HEAT  (BTU/HR)
4625.66
2.399E-01
3293.70
) 3479.13
2.399E-01
2457.57
9879.36
2.400E-01
25086.04
129.05
123.20
121.11
28.00
B) 9.36
11.00
553B.16
687929.74
) 4.700E-01
641036.89
IF) 4.630E-01
3.78
0.43
125.63
24474.33
52.19
3816.35
2.403E-01
1235.08
5220.70
2.399E-01
2806.04
8544.58
2.400E-01
20839.14
103.30
97.74
96.59
32.00
11.00
11.70
5890.59
577707.83
4.500E-01
533565.40
4.400E-01
2.36
0.27
125.50
25484.58
57.73
3817.72
2.399E-01
3735.92
3373.33
2.399E-01
3285.30
8731.97
2.400E-01
39819.60
95.98
93.33
93.33
26.00
7.00
11.00
5538.16
498966.95
4.400E-01
487343.46
4.400E-01
4.17
0.48
95.20
-23322.13
-200.65
5748.88
2.407E-01
1587. B8
4140.91
2.399E-01
2279.61
11606.49
2.403E-01
65076.00
192.84
178.99
159.07
20.72
7.01
9.00
4531.22
901865.94
5.250E-01
713990.54
4.950E-01
2.66
0.30
97.70
118908.65
63.29
3609.46
2.404E-01
B66.17
3657.52
2.399E-01
1638.42
9962.84
2.403E-01
56865.12
174.09
162.93
144.81
26.96
7.75*
11.20
5638.85
983459.48
5.050E-01
800373.46
4.850E-01
1.86
0.21
125.00
123328.99
67.36
2312.63
2.399E-01
1756.64
3775.64
2.399E-01
2801.10
11165.71
2.404E-01
63399.43
270.32
97.30
203.75
22.68
6.95
9.80
4934.00
1509605.85
5.900E-01
1052576.39
5.350E-01
3.08
0.35
94.00
385469.11
84.34
                                                                          F-5

-------
PARAMETER
CONTROL PARAMETERS
1. TARGET SOIL RESIDENCE TIME (HIN)
«. TARGET SCREH SPEEO (SEC/REV)
2. TARGET SOIL DISCHARGE TEMP (0
3. TARGET AIR INLET TEMP (C)
4. TARGET AIR FLN RATE (DSCFH)
SOIL SYSTEM PARAHETERS
1. TEMPERATURE
a. FEED SOIL (C)
b. PROCESSED SOIL (C)
2. VOCs
a. FEED SOIL
1. OICHLOROETHYLENE-LAI lug/kg)
CORRESP lug/kg)
(t/HR)
2. TRIQiOROETHYLEIE-LAI (ug/kg)
CORRESP (ug/kg)
(I/HR)
3. TETRACHLOROETHYLENE-LAB (ug/kg)
CORRESP (ug/kg)
(»/HR>
4. irLENE-LAB (ug/kg)
CORRESP (ug/kg)
(I/HR)
5. OTHER VDCt-LAB (ug/kg)
CORRESP (ug/kg)
(I/HR)
6. TOTAL VOCs-LAI (ug/kg)
CORRESP (uq/kq)
(I/HR)
ta. PROCESSED SOIL
1. 01CHLOROETHYLEME (ug/kg)
(I/HR)
2. TRICHLOROETHYLEME (ug/kg)
(I/HR)
3. TETRACHLOROETHYLENE (ug/kg)
(I/HR)
4. XYLENE (ug/kg)
(I/HR)
5. OTHER VOCs (ug/kg)
(I/HR)
6. TOTAL VOCs (ug/kg)
(4/HR)
c. REMOVAL EFFICIENCY
1. OICHLDROETHYLENE (I)
2. TRICHLOROETHYLENE (I)
3. TETRACHLQROETHYLENE (Z)
4. IYLENE (Z)
S. OTHER VOCs (Z)
6. MAJOR 4 CONTAMINANTS IZ)
7. TOTAL VOCs (Z)
RUN 7

30.00
64.29
50.00
90.00
100.00


26.26
56.68


« 300. 00
164.76
4.367E-OS
tWO. 00
30402.08
8.059E-03
1410.00
82.38
2.184E-03
IDL
7544.79
2.000E-03
BDL
BDL
BDL
1340.00
38194.01
1.012E-02

170.00
4.367E-05
230.00
5.909E-W
»85.00
2.1B4E-05
BDL
BDL
BDL
BDL
485.00
1.244E-04

-
99.27
-
100.00
-
98.77
98.77
RUN 8

30.00
64.29
50.00
25.00
100.00


28.33
53.16


220000.00
290840.89
7.278E-02
5900000.00
1955264.05
4.893E-01
930000.00
699130.61
1.750E-01
240000.00
85967.17
2.151E-02
tSOOOO.OO
12495.16
3.127E-03
7340000.00
3043697.89
7.617E-01

160000.00
3.878E-02
880000.00
2.133E-01
400000.00
9.696E-02
64000.00
1.551E-02
«12900.00
3.127E-03
1516900.00
3.677E-01

46.71
56.41
44.58
27.89
-
51.94
51.73
RUN 9

30.00
64.29
100.00
90.00
100.00


30.97
104.07


470000.00
889055.80
1.989E-01
930000.00
1997441.48
4.470E-01
«98000.00
346212.67
7.747E-02
• 20000. W
106904.95
2.392E-02
BDL
38923.73
8.710E-03
1518000.00
3378538.63
7.560E-01

15000.00
2.941E-03
61000.00
U196E-02
33000.00
6.471E-03
20000.00
3.922E-03
3620.00
7.098E-04
132620.00
2.601E-02

98.52
97.32
91.65
83.61
91.85
96.62
96.56
RUN 10

60.00
128.57
150.00
90.00
100.00


29.79
158.66


140000.00
586105.97
8.538E-02
1300000.00
2678536.44
3.902E-01
1500000.00
1422031.07
2.072E-01
120000.00
27197366.92
3.962E+00
§22000.00
39127.35
5.700E-03
3082000.00
31923167.75
4.6S1E+00

«730.00
8.2B4E-OS
1800.00
2.043E-04
1400.00
1.5B9E-04
4550.00
6.241E-05
BDL
BDL
4480.00
5.084E-04

99.90
99.95
99.92
100.00
100.00
99.99
99.99
RUN 11

45.00
96.43
150.00
90.00
100.00


30.94
137.34


73000.00
264041.00
6.632E-02
760000.00
2382812.77
6.165E-01
410000.00
727841.10
1.8B3E-01
*49000.00
65883.46
1.705E-02
*7100.00
20052.88
5.188E-03
1299100.00
3460631.21
8.954E-01

1300.00
3. 159E-04
2100.00
5.103E-04
1300.00
3.159E-04
190.00
4.617E-05
775.00
1.383E-04
5665.00
1.377E-03

99.54
99.92
99.83
99.73
96.37
99. H7
99.65
RUN 12

30.00
64.29
150.00
90.00
100.00


27.33
143.27


47000.00
472189.12
6.723E-02
220000.00
2390625.98
3.404E-01
230000.00
1257606.98
1.790E-01
50000.00
167493.06
2.3B5E-02
« 11 000. 00
65106.38
9.269E-03
558000.00
4353021.51
6.197E-01

2000.00
2.256E-04
12000.00
1.354E-03
27000.00
3.046E-03
7500.00
8.460E-04
§1500.00
1.692E-04
50000.00
5.640E-03

99.66
99.60
98.30
96.45
98.17
99.10
99.09
F-6

-------
        PARAMETER
RUN 7
RUN
RUN 9
RUN 10
RUN 11
RUN 12
3. MOISTURE
a. EXCAVATED SOIL (II
b. FEED SOIL (I)
II/HR)
1. ENTHALPY IBTU/I)
c. PROCESSED SOIL (I)
(l/Hfi)
1. ENTHALPY (BTU/I)
""" 4. BASS FLWRAfE
1 a. FEED SOIL
1. NET BASIS (t/HR)
2. DRY BASIS (*/HR)
1 t. PROCESSED SOIL
1. NET BASIS (t/HR)
2. BRY BASIS (I/HR)
i 5. DENSITY
i . *. FEED SOIL (I/CU FT)
b. PROCESSED SOIL (t/CU FT)
fc. ENERGY - SOIL/HOISTURE
a. SOIL IN
1. INERT SOIL (BTU/HR)
2. MOISTURE (BTU/HR)
i b. SOIL OUT
l . 1. INERT SOIL (BTU/HR)
2. MOISTURE (BTU/HR)
«.. AIR SYSTEM PARAMETERS
', 1. TEMPERATURE
t. AMBIENT AIR (C)
b. HEATER EFFLUEKT/PROC IKLET (C)
1 , c. INFILTRATION AIR (C)
1 -' d. MANIFOLD 11 (C)
e. MANIFOLD 12 (C)
. 1 i. MANIFOLD 13 (C)
J . q. AFTERBURNER INLET (C)
h. STACK
2. VOCs
! a. AMBIENT AIR
' 1. TOTAL VOCs (ppi/vol)
(I/HR)

15.30
16.40
35.14
47.02
10.50
26.98
101.90


265. 08
229.93

256.91
229.93

62.58
78.32


3645.29
1652.23

6163.35
2748.80


27.00
97.00
27.00
48.00
47.00
49.00
42.00
968.00


IDL
BDL

21. 6Q
17.80
40.50
51.01
13.80
33.08
95.91


250.25
208.99

242.40
208.95

104.30
74.40


3468.98
2066.02

5336.05
3173.04


29.00
29.00
29.00
39.00
39.00
43.00
42.00
1009.00


IDL
BDL

30.90
26.40
38.27
56.00
5.80
11.35
187.12


223.77
184.74

196.09
184.72

76.78
62.89


3242.00
2143.30

8102.64
2123.29

•
33.00
98.00
33.00
102.00
113.00
131.00
102.00
923.00


BDL
BDL
MANIFOLD II
1. DICHLOROETHYLENE (ppi/vol.)
                    (I/HR)
2. TRICHLDRQETHYLENE (ppi/vol)
                     (I/HR)
3. TETRACHLOROETHYLENE (ppi/vol)
                       (I/HR)
4. IYLENE Ippi/vol)
          (I/HR)
5. OTHER VOCs (ppi/vol)
              (I/HRI
6. TOTAL VOCs (ppi/vol)
              (I /HP. I
18.70
20.60
27.63
54.00
0.10
0.11
288.20
145.66
113.40
113.48
113.37
84.75
68.55
1941.88
1491.97
7200.77
32.56
33.00
89.00
33.00
80.00
91.00
109.00
91.00
979.00
BDL
BDL
18.30
17.30
15.57
56.00
0.30
0.73
248.04
258.73
242.27
243.00
242.27
91.27
~
4249.05
871.68
13528.99
180.48
26.00
98.00
26.00
93.00
114.00
122.00
101.00
897.00
BDL
IDL
13.30
18.70
31.21
49.02
2.00
2.25
259.31
142.37
110.54
m.'BC
110.54
95.61
69.37
1795.10
1529.73
6409.03
M3.54
27.00
95.00
27.00
112.00
126.00
136.00
118.00
876.00
BDL
BDL
                                                                    F-7

-------
           PARAHETER
RUN 7
RUN 8
RUN 9
RUN 10
RUN 11
RUN 12
c. MANIFOLD 12
   1. OICHLOROETHYLENE (ppi/vol)
                       (t/HR)
   2. TRICHLOROETHYLENE (ppi/vol)
                        (t/HR)
   3. TETRACHLOROETHYLENE (ppi/vol)
                          (I/HR)
   4. IYLEHE  (ppi/vol>
              (t/HR)
   5. OTHER VOCs  (ppi/vol)
                  It/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (t/HR)
d. NANIFOLD 13
   1. OICHLOROETHYLENE tppi/vol)
                       (t/HR)
   2. TRICHLOROETHYLENE (ppi/vol)
                        (t/HR)
   3. TETRACHLOROETHYLENE (ppi/vol)
                          (I/HR)
   4. IYLENE  (ppi/vol)
              (t/HR)
   5. OTHER VOCs  (ppi/vol)
                  (t/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (t/HR)
e. AFTERBURNER INLET
   1. OICHLOROETHYLENE (ppi/vol)
                       (t/HR)
   2. TRICHLOROETHYLENE (ppi/vol)
                        (t/HR)
   3. TETRACHLOROETHYLENE (ppi/vol)
                          (t/HR)
   4. IYLENE  (ppi/vol)
              (t/HR)
   S. OTHER VOCs  (ppi/vol)
                  (t/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (t/HR)
*. STACK
   1. OICHLORQETHYLENE (ppi/vol)
                       (t/HR)
   2. TRICHLOROETHYLENE (ppi/vol)
                        (t/KR)
   3. TETRACHLOROETHYLENE (ppi/volI
                          (t/HR)
   4. IYLENE  (ppi/vol)
              (t/HR)
   S. OTHER VOCs  (ppi/vol)
                  (t/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (t/HR)
BDL
BDL
4.40
8.000E-03
BOL
BOL
1.50
2.000E-03
BOL
BDL
3.90
l.OOOE-02
24.20
3.400E-02
145.00
2.760E-01
32.50
7.800E-02
3.60
6.000E-03
BOL
BDL
205.30
3.940E-01
173.00
1.960E-01
283.00
4.350E-01
36.60
7.100E-02
15.80
2.000E-0:
7.40
8.000E-03
515.80
7.300E-01
75.00
8.530E-02
254.00
3.900E-01
106.00
2.070E-01
3184.00
3.962E+00
4.70
5.700E-03
3623.70
4.650E+00
54.00
6.800E-02
362.00
6.160E-01
87.00
1.880E-01
12.00
1.700E-02
3.80
5.000E-03
518.80
8.940E-01
63.00
6.700E-02
238.00
3.390E-01
97.00
1.760E-01
20.00
2.300E-02
8.50
9.100E-03
426.50
6.141E-01
                BDL
                BDL
                BDL
                BDL
                BDL
                BDL
                                                                          F-8

-------
                     PARAMETER
                                                 RUN 7
RUN
RUN 9
RUN 10
RUN 11
RUN 12
I

r  •

r-
 >. .t
\ •'
R (I/vol)
(t/HR)
Y (BTU/I)
ON AIR (Z/vol)
(I/HR)
Y (BTU/I)
2.00
2.50
1148.20
2.00
2.74
1096.60
2.20
2.60
1096.40
2.20
3.28
1098.40
3.00
2. BO
1148.90
3.00
3.77
1101.40
2.BO
2.90
1143.20
2. BO
3.18
1101.80
2.50
2.20
1148.90
2.50
3.76
1095.80
1.90
2.00
1147.00
1.90
1.74
1096.60
3. MOISTURE
   «. PROCES

      1. ENT
   b. 1HFILT

      1. ENT
   c. HANIFOLD II (I/vol)
                  (I/HR)
   d. MANIFOLD 12 (Z/vol)
                  (I/HR!
   t. MANIFOLD 13 (Z/vol)
                  (I/HR)
   4. AFTERBURNER INLET (Z/vol)
                        (I/HR)
      1. ENTHALPY (BTU/I)
   9. STACK (Z/vol)
            (I/HR)
4. FLOWATE
   «. PROCESSOR INLET (UACFH)
                      (DSCFR)
                      (t/HR)
   t. INFILTRATION AIR (DSCFH)
                       (I/HR)
   c. MANIFOLD II (HACFH)
                  (DSCFH)
                  (I/HR)
   d. HANIFOLD 12 IHACFH)
                  (DSCFH)
                  (t/HR)
   t. MANIFOLD 13 (HACFH)
                  (DSCFH)
                  (I/HR)
   i, AFTERBURNER INLET (UACFH)
                        (DSCFH)
                        (I/HR)
   9. STACK (HACFH)
            (DSCFH)
            (I/HR)
5. PARTICULATE EHISS-ABI/STACK (6R/KACFH)
                         (6R/DSCFH)
                         (I/HR)
6. HYDROGEN CHLORIDE EMISSIONS (I/DSCFH)
                               (I/HR)
7. CARBON DIOIIDE EMISSIONS (Z/vol)
                            (I/HR)
8. OXYGEN EMISSIONS (Z/vol)
                    (I/HR)
9. CARBON HQNOHDE EMISSIONS (Z/vol)
                             (I/HR)
4.94
13.40
1108.20
10.10
34.50
57.60
43.90
198.00
47.80
216.00
4.64
13.30
1108.20
13.70
50.85
44.20
41.10
186.00
52.00
234.00
13.70
33.50
1151.90
24.80
92.60
42.50
31.90
144.00
43.50
196.00
13.70
33.60
1144.40
17.60
60.75
46.90
36.00
163.00
39.40
177.00
11.30
20.80
1151.10
-
-
41.20
31.10
140.00
52.30
237.00
14.30
32.70
1161.90
-
-
49.20
37.80
171.00
32.10
145.00
114.00
91.70
414.00
541.00
113.00
522.00
-
-
-
-
-
-
-
-
-
-
-
113.00
93.10
420.00
602.00
116.00
524.00
B.OOOE-03
4.200E-02
4.100E-02
1.080E-04
7.520E-01
7.00
55.80
10.60
61.50
BDL
BDL
120.00
75.40
340.00
599.00
102.00
460.00
4.200E-03
2.400E-02
2.100E-02
2.940E-04
l.BOOE+00
7.40
51.90
9.40
48.00
BDL
•BDL
114.00
75.40
340.00
553.00
104.00
480.00
6.800E-03
3.600E-02
3.200E-02
2.4BOE-04
1.550E+00
7.70
54.90
9.00
46.70
IDL
BDL
129.00
83.40
377.00
513.00
103.00
475.00
-
-
-
-
-
-
-
-
-
-
-
116.00
69.90
316.00
392.00
77.60
357.00
-
-
-
-
-
-
-
-
-
-
-
                                                                             F-9

-------
PARAMETER
RUN 7
RUN 8
RUN 9
RUN 10
RUN 11
RUN 12
10. ENERGY - AIR/WISTURE
4. PROCESS AIR INLET (BTU/Hft)
1. SPECIFIC HEAT (BTU/tf)
2. MOISTURE (BTU/HR)
b. INFILTRATION AIR INLET (BTU/HR)
1. SPECIFIC HEAT (BTU/tF)
2. MOISTURE (BTU/HR)
c. AFTERBURNER INLET (BTU/HR)
1. SPECIFIC HEAT (BTU/tF)
2. MOISTURE (BTU/HR)
OIL SYSTEM PARAMETERS
1. TEMPERATURE
t. SCREH INLET (C)
b. SCREH OUTLET/TROUGH INLET (C)
c. TROUGH OUTLET (C)
2. PRESSURE
a. SCREH INLET (PSI6)
b. SCREN OUTLET/TROUGH INLET (PSIG)
3. FLOHRATE (6PH)
(I/HR)
4. HEAT RELEASED
a. INLET (BTU/HR)
1. SPECIFIC HEAT-INLET (BTU/tF)
b. OUTLET (BTU/HR)
1. SPECIFIC HEAT-OUTLET (BTU/tF)
PROPANE SYSTEM PARAMETERS
1. PROPANE CONSUMPTION (SCFH)
(t/HR)
PROCESSOR PARAMETERS
1. SCREH SPEED (SEC/REV)
HEAT LOSS (BTU/HR)
1. PERCENT TOTAL HEAT (BTU/HR)
.
9866.72
2.412E-01
2870.50
4176.56
2.399E-01
3000.84
10691.14
2.400E-01
14849.88


85.40
82.16
82.16

23.17
7.08
10.00
5034.69

402068.33
4.300E-01
393970.94
4.350E-01

2.38
0.27

64.27
-1143.62
-14.12
.
3757.12
2.399E-01
2855.84
4726.70
2.399E-01
3604.22
10846.08
2.400E-01
14739.06


87.78
79.44
79.44

23.00
7.50
9.80
4934.00

407803.69
4.350E-01
368676.30
4.270E-01

2.64
0.30

63.65
25512.03
65.20
.
7238.32
2.412E-01
3216.92
4299.46
2.400E-01
4156.68
17688.26
2.413E-01
38588.65


252.08
242.09
239.79

24.85
7.13
10.50
5286.42

1476511.91
5.750E-01
1384758.85
5.650E-01

2.33
0.27

62.77
49546.90
54.00
.
7550.19
2.410E-01
3315.28
3882.67
2.400E-01
3507.95
16043.85
2.410E-01
38451.84


248.01
237.80
236.85

29.80
8.72
11.70
5890.59

1606353.64
5.700E-01
1511907.10
5.600E-01

2.13
0.24

126.77
54407.47
57.61
.
7037.25
2.412E-01
2527.58
4480.28
2.399E-01
4122.22
19449.41
2.413E-01
23942.88

f
262.08
251.32
242.99

21.63
6.88
9.60
4833.30

1424326.34
5.850E-01
1281795.17
5.650E-01

1.86
0.21

93.58
108717.46
76.28
.
8369.30
2.411E-01
2294.00
2803.71
2.399E-01
1912.50
18658.86
2.416E-01
37994.13


292.52
281.59
269.63

24.11
7.21
10.40
5236.08

1783968.90
6.100E-01
1598193.30
5.100E-01

2.14
0.24

62.00
140834.38
75.81
                                                F-10

-------
n
                   PARAHETER
                  •••••
 A. CONTROL PARAMETERS
     1.  TARBET SOIL RESIDENCE TIHE (KIN)
        a. TAR6ET SCREV SPEED (SEC/REV)
     2.  TARBET SOIL DISCHARGE TEHP (C)
     3.  TARGET AIR INLET TEHP (C)
     4.  TARGET AIR FLOU RATE (DSCFH)

-£. SOIL SYSTEM PARAMETERS
     1.  TEMPERATURE
        a. FEED SOIL (C)
        b. PROCESSED SOIL (C)
     2.  VOCs
        a. FEE) SOIL
           1.  D1CHLOROETHYLENE-LAB (ug/kg)
                           CORRESP (ug/kg)
                                    (t/HR)
           2.  TRICHLOROETHYLENE-LAB (ug/kg)
                            CORRESP tug/kg)
                                     (I/HR)
           3.  TCTRACHLOROETHrL£NE-LA6 
-------
          PARAMETER
RUN 13
RUN 14
RUN 15
RUN 16
RUN 17
RUN 18
3.






4.






5.


6.






AIR
1.








^
X.



NOISTURE
a. EICAVATED SOIL (I)
fa. FEE! SOIL (I)
ft/HR)
1. ENTHALPY (BTU/I)
c. PROCESSED SOIL (I)
(I/HR)
1. ENTHALPY (BTU/I)
MASS FLOHRATE
a. FEED SOIL
1. NET BASIS (t/HR)
2. DRY BASIS (I/HR)
ta. PROCESSED .SOIL
1. NET BASIS (I/HR)
2. BRY BASIS (i/HR)
DENSITY
a. FEED SOIL (t/CU FT)
b. PROCESSED SOIL (I/CU FT)
ENERGY - SOIL/HOISTURE
a. SOIL IN
1. INERT SOIL (BTU/HR)
2. NOISTURE IBTU/HR)
b. SOIL OUT
1. INERT SOIL (BTU/HR)
2. MOISTURE (BTU/HR)
SYSTEM PARAMETERS
TEMPERATURE
a. AMBIENT AIR (C)
b. HEATER EFFLUENT /FW INLET (C)
c. INFILTRATION AIR (Cl
d. MANIFOLD 11 (C)
c. MANIFOLD 12 (C)
4. MANIFOLD 13 (C)
q. AFTERBURNER INLET (C)
h. STACK
VOCs
a. AMBIENT AIR
1. TOTAL VOCs (ppi/vol)
(I/HR)
17.40
15.50
18.37
44.03
0.10
0.16
318.48


178.79
160.29

160.44
160.28

95.62
72.53


2437.15
808.83

11138.98
30.98


26.00
26.00
26.00
73.00
88.00
107.00
87.00
886.00


BDL
BDL
15.20
16.70
29.83
41.03
0.10
0.15
319.53


182.98
152.67

152.82
152.67

90.34
74.20


2234.56
1224.04

10613.24
48.73


25.00
25.00
25.00
63.00
84.00
122.00
84.00
886.00


BDL
BDL
16.60
20.60
34.00
43.03
1.00
1.47
254.18


181.34
146.41

147.89
146.41

109.38
72.06


2193.06
1463.11

8331.96
374.22


24.00
24.00
24.00
91.00
111.00
139.00
97.00
908.00


BDL
BDL
15.20
17.70
42.29
41.03
4.40
9.16
172.02


242.22
198.94

208.10
198.94

87.79
69.06


2893.28
1735.11

8102.89
1574.94


23.00
23.00
23.00
71.00
90.00
112.00
81.00
883.00


SDL
BDL
b. HANIFOU II
   1. DICHOROETHYLENE  (ppi/vol)
                       (I/HR)
   2. TRICHLOROETHYLENE  (pp«/vol)
                        (I/HR)
   3. TETRACHLOROETHYLENE  (ppt/vol)
                          (I/HR)
   4. IYLENE (ppi/vol)
             (t/HR)
   5. OTHER VOCs (ppi/vol)
                 (I/HR)
   6. TOTAL VOCs (ppi/vol)
                 (I/HR)
15.20
13.84
26.17
36.04
0.30
0.35
218.48
141.50
114.91
115.26
114.91
91.85
75.54
1571.11
943.02
5736.15
75.55
23.00
23.00
23.00
61.00
75.00
98.00
76.00
918.00
BDL
BDL
18.30
19.60
32.41
42.03
3.50
6.59
118.89
214.17
181.75
188.34
181.75
88.16
74.91
2683.11
1362.33
5502.46
783.69
27.00
99.00
27.00
57.00
62.00
72.00
62.00
919.00
BDL
BDL
                                                                  F-12

-------
                      PARAHETEf?
                                             RUN  13
RUN 14
RUN IS
RUN 16
RUN 17
RUN IB
n
 c. MANIFOLD 42
   1. OICHLOROETHYLENE  (ppi/vol)
                        (I/HR)
   2. TRICHLOROETHYLENE  (ppi/vol)
                         (I/HR)
   !. TETRACHLOROETHYLENE  (ppi/vol)
                           (I/HR)
   4. IYLENE  (ppi/voi)
              (I/HR)
   5. OTHER VDCs  (ppi/vol)
                  (I/HR)
   6. TOTAL VOCs  Ippi/vol)
                  (I/HR)
d. HANIFOU) 13
   1. DICHLOROETHYLEME  (ppi/vol)
                        (I/HR)
   2. TRICHLOROETHYLENE  (ppi/vol)
                         (I/HR)
   3. TETRACHLOROETHYLENE  (ppi/vol)
                           (I/HR)
   4. irUME (ppi/vol)
             (I/HR)
   5. OTHER VOCs  (ppi/vol)
                  (I/HR)
   6. TOTAL VDCs  (ppi/vol)
                  (I/HR)
e. AFTERBURNER INLET
   1. OICHLOROETHYLENE  (ppi/vol)
                        (I/HR)
   2. TRICHLOROETHYLENE  (ppi/vol)
                         (I/HR)
   3. TETRACHLOROETHYLENE  (ppi/vol)
                           (I/HR)
   4. IYIEHE (ppi/vol)
             (t/HR)
   5. OTHER VOCs  (ppi/vol)
                  (I/HR)
   6. TOTAL VOCs  (ppi/vol)
                  (I/HR)
f. STACK
   1. DICHLOROETHYLENE (ppi/vol)
                       (I/HR)
   2. TRICHLOROETHYLENE (ppi/vol)
                        (I/HR)
   3. TETRACHLOROETHYLENE (ppi/vol)
                          (I/HR)
   4. IYLENE (ppi/vol)
             (I/HR)
   S. OTHER VOCs (ppi/vol)
                 (I/HR)
   6. TOTAL VOCs (ppi/vol)
                 (I/HR)
35.00
4.400E-02
37.00
4.200E-02
9.60
2. 100E-02
4.20
6.000E-03
1.60
2.000E-03
87.60
1.350E-01
52.00
7.500E-02
183.00
3.560E-01
9.20
2.300E-02
11.00
1.800E-02
2. BO
4.000E-03
258.00
4.760E-01
121.00
1.530E-01
281.00
4.800E-01
112.00
2.440E-01
24.00
3.300E-02
6.00
8.000E-03
544.00
9.180E-01
82.00
1.160E-01
270.00
5.150E-01
136.00
3.2BOE-01
11.00
1.800E-02
3.60
5.000E-03
502.60
9.820E-01
20.00
2.900E-02
90.00
1.790E-01
85.00
2.140E-01
1.10
2.000E-03
BDL
BDL
196.10
4.240E-01
1.70
2.000E-03
0.40
7.000E-04
1.00
2.000E-03
1.00
l.OOOE-03
1.20
2.000E-03
5.30
7.700E-03
                                                                         F-13

-------
              PARAMETER
 RUN 13
 RUN 14
 RUN 15
 RUN 16
 RUN 17
 RUN 18
3. MOISTURE
a. PROCESS AIR (Z/vol)
(f/HRt
1. ENTHALPY IBTU/I)
b. INFILTRATION AIR (Z/vol)
(t/HR)
1. ENTHALPY (BTU/t)

2.30
3.04
1096.20
2.30
2.49
1096.20

2.00
2.50
1095.40
2.00
2.92
1095.40

2.00
2.40
1094.90
2.00
2.37
1094.90

1.60
2.10
1093.60
1.60
2.17
1093.60

2.00
2.50
1094.10
2.00
3.08
1094.10

2.30
3.10
1149.70
2.30
2.98
1096.60
   c. MANIFOLD II (I/vol)
                  (*/HR)
   d. MANIFOLD 12 (Z/vol >
                  (I/HR)
   e. MANIFOLD 13 (Z/vol)
                  (I/HR)
   *. AFTERBURNER INLET (Z/vol)
                        (I/HR)
      1. ENTHALPY (BTU/f)
   g. STACK (Z/vol)
            (I/HR)
4. FLQHRATE
   a. PROCESSOR INLET (HACFH)
                      (DSCFH)
                      (I/HR)
   b. INFILTRATION AIR (DSCFH)
   c. HANIFOU II (HACFH)
                  (DSCFH)
                  (t/HR)
   d. MANIFOLD 12 (HACFH)
                  (DSCFH)
                  (I/HR)
   e. HANIFQLJ 13 (HACFH)
                  (DSCFH)
                  (t/HR)
   1. AFTERBURNER INLET (HACFH)
                        (OSCFH)
                        (I/HR)
   g. STACK (HACFH)
            (OSCFH)
            (I/HR)
5. PARTICULATE EHISS-ABI/STACK (6R/HACFH)
                         (6R/DSCFR)
                         (t/HR)
6. HYDR06EN CHLORIDE EMISSIONS (I/DSCFN)
                               (t/HR)
7. CARBON DIOHDE EMISSIONS (Z/vol)
                            (I/HR)
B. OXYGEN EHISSIONS (Z/vol)
                    (I/HR)
9. CARBON HONOIIDE EMISSIONS  (Z/vol)
                              (I/HR)
   9.28
  23.70
1141.70
  11.60
  35.10
1139.70
  13.70
  37.30
1148.20
  12.50
  37.40
1137.40
  10.30
  31.40
1133.40
  11.00
  31.90
1123.60
48.10
45.00
203.00
37.70
170.00
47.00
44.30
200.00
51.00
230.00
44.90
42.40
192.00
41.40
186.00
47.90
45.90
207.00
47.50
215.00
46.00
43.70
197.00
53.80
243.00
62.20
46.90
212.00
45.10
203.00
120.00
82.70
373.00
507.00
106.00
486.00
141.00
95.30
430.00
510.00
103.00
472.00
131.00
83.80
378.00
472.00
90.90
418.00
138.00
93.40
422.00
484.00
96.70
445.00
139.00
97.50
440.00
561.00
113.00
518.00
127.00
92.00
415.00
629.00
125.00
574.00
                                                               F-14

-------
PARAMETER
RUN 13
RUN 14
RUN 15
RUN 16
RUN 17
RUN 18








1

f
1


'


'






T

f~*
fj

n

i •
10. ENERGY - AIR/MOISTURE
a. PROCESS AIR INLET (BTU/HR)
1. SPECIFIC HEAT D. OIL SYSTEM PARAMETERS
1. TEMPERATURE
a. SCREH INLET (C)
b. SCREH OUTLET/TROUGH INLET (C)
c. TROUGH OUTLET (C)
2. PRESSURE
a. SCREH INLET (PS 161
b. SCREH OUTLET/TROUGH INLET (PSI6)
3. FLOHRATE (6PH)
(i/HR)
4. HEAT RELEASED
a. INLET (BTU/HR)
i, SPECIFIC 'HEAT-INLET IBTU/IFJ
b. OUTLET (BTU/HR)
1. SPECIFIC HEAT-OUTLET (BTU/IF)
E. PROPANE SYSTEM PARAMETERS
1. PROPANE CONSUMPTION (SCFR)
(I/HR)
F. PROCESSOR PARAMETERS
1. SCREH SPEED (SEC/REV)
6. HEAT LOSS (BTU/HR)
' 1. PERCENT TOTAL HEAT (BTU/HR)
.
3837.54
2.399E-01
3288.60
3213.70
2.399E-01
2729.15
16946.79
2.409E-01
27058.29


235.45
226.84
226.84

19.59
7.50
8.40
4229.14

1079503.21
5.600E-01
1024177.60
5.500E-01

2.21
0.25

129.00
16445.56
29.73
.
3694.46
2.399E-01
2738.50
4248.63
2.399E-01
3198.23
18977.14
2.409E-01
40003.47


257.18
243.76
231.29

21.17
7.83
9.00
4531.22

1300713.53
5.800E-01
1137609.54
5.600E-01

2.21
0.25

96.00
110799.82
67.93
.
3462.33
2.398E-01
2627.76
3354.23
2.398E-01
2595.03
18836.47
2.412E-01
42B27.B6


301.29
286.05
265.74

18.08
7.76
7.50
3776.02

1333720.59
6.1SOE-01
1127308.95
5.850E-01

2.04
0.23

62.93
151736.55
73.51
.
3643.47
2.398E-01
2296.56
3784.28
2.39BE-01
2369.41
18067.61
2.408E-01
42538.76


219.06
210.86
206.14

32.63
7.96
12.90
6494.75

1508976.32
5.450E-01
1400461.26
5.350E-01

2.47
0.28

64.65
54932.98
50.63
.
3467.46
2.398E-01
2735.25
4277.12
2.398E-01
3369.82
17877.27
2.407E-01
35586.76

B
205.98
197.13
190.92

23.68
10.57'
8.90
4480.87

965532.22
5.350E-01
875298.16
5.200E-01

2.42
0.28

131.23
47320.10
52.44
.
10748.45
2.412E-01
3564.07
3925.20
2.399E-01
3266.04
14320.44
2.403E-01
35842.84


144.33
138.77
138.51

21.79
7.20
9.40
4732.61

662854.66
4.800E-01
432399.96
4.750E-01

2.76
0.32

99.33
-445.55
-1.46
                                                F-15

-------
PARAMETER
CONTROL PARAMETERS
1. TAR6ET SOIL RESIDENCE TIME (HIM)
a. TARGET SCfiEV SPEED (SEC/REV)
2. TARGET SOIL DISCHARGE TEMP (C)
3. TARGET AIR INLET TEMP (C)
4. TARGET AIR RON RATE (DSCFM)
SOIL SYSTEM PARAMETERS
1. TEMPERATURE
a. FEED SOIL (C)
b. PROCESSED SOIL (C)
2. VOCs
a. FEED SOIL
1. OICHLOROETHrLENE-LAB lug/kg)
CQftRESP lug/kg)
(I/HR)
2. TRICHLOROETHYLENE-LAI (ug/kg)
CORRESP (ug/kg)
(i/HR)
3. TETRACHLOROETHYLENE-LAB (ug/kg 1
CORRESP (ug/kg)
(I/HR)
4. IYLEME-UIB (ug/kg)
CORRESP lug/kg)
(*/HR)
5. OTHER VOCt-LAB (ug/kg)
CORRESP (ug/kg)
(I/HR)
6. TOTAL VKs-LAB (ug/kg)
CORRESP (ug/kg)
(I/HR)
b. PROCESSED SOIL
1. DICHLOROETHYLENE (ug/kg)
(t/HR)
2. TRICHLOROETHYLENE (ug/kg)
(I/HR)
3. TETRACHLOROETHYLENE (ug/kg)
(I/HR)
4. XYLENE (ug/kg)
(I/HR)
5. OTHER VOCs (ug/kg)
(I/HR)
6. TOTAL VOCs (ug/kg)
(I/HR)
c. REMOVAL EFFICIENCY
1. DICHLOROETHYLENE (I)
2. TRICHLOROETHYLENE (I)
3. TETRACHLOROETHYLENE (Z)
4. IYLEHE (I)
5. OTHER VOCs (I)
6. MAJOR 4 CONTAMINANTS (Z)
7. TOTAL VOCs (Z)
RUN 19

60.00
128.57
210.00
90.00
100.00


25. a
223.89


*750.00
2793.49
6.472E-04
BOL
2560.31
5.928E-04
8DL
127.44
2.950E-05
3340.00
10869.69
2.517E-03
« 530. 00
7189.73
1.66SE-03
4580.00
23542.66
5.451E-03

240.00
4.721E-03
980.00
1.928E-04
150.00
2.950E-05
84.00
1.652E-05
1345.00
2.645E-04
2799.00
5.505E-04

92.71
67.48
-
99.34
84.11
92.45
89.90
RUN 20

90.00
192.86
210.00
90.00
100.00


25.93
218.07


•740.00
2591.13
4.000E-04
BOL
1301.54
2.009E-04
MOO. 00
BDL
BDL
13000.00
12976.19
2.003E-03
t2360.00
17939.50
2.769E-03
16500.00
34808.38
3.373E-03

BDL
BDL
7.00
9.212E-07
BDL
BDL
«24.00
3.158E-06
527.00
6.935E-05
558.00
7.343E-05

100.00
99.54
-
99.84
97.50
99.84
98.63
- RUN 21

75.00
160.71
210.00
90.00
100.00


25.19
232.67


»20.00
BDL
BDL
»70.00
9.47
1.850E-04
*30.00
BDL
BDL
160.00
11808.47
2.306E-03
H5.00
19682.16
3.843E-03
293.00
31500.10
6.150E-03

BDL
BDL
H2.00
1.850E-06
BDL
BDL
•36.00
5.549E-06
27B.OO
4.285E-05
326.00
5.025E-05

-
-
-
99.74
98.88
99.68
99.18
RUN 22

60.00
128.57
150.00
90.00
100.00


31.08
140.96


BDL
BOL
BDL
SDL
170.46
2.829E-05
SDL
22.16
3.677E-06
34000.00
40418.83
6.707E-03
5600.00
21719.74
3.604E-03
39600.00
62331.19
1.034E-02

BDL
BDL
200.00
2.829E-05
*26.00
3.677E-06
51.00
7.213E-06
737.00
1.042E-04
1014.00
1.434E-04

-
-
-
99.89
97.11
99.42
98.61
RUN 23

90.00
192.86
150.00
90.00
100.00


28.65
149.96


BDL
8.64
9.706E-07
BDL
138.28
1.553E-05
BDL
13.83
1.553E-06
1500.00
57999.59
6.514E-03
360.00
33292.60
3.739E-03
1880.00
91452.94
1.027E-02

HO.OO
9.706E-07
160.00
1.553E-03
Mb. 00
1.553E-06
140.00
1.359E-05
1431.00
1.3B9E-04
1757.00
1.705E-04

0.00
0.00
0.00
99.79
96.29
99.52
98.34
RUN 24

60.00
128.57
50.00
25.00
100.00


20.22
59.97


22000.00
22000.00
3.182E-03
180000.00
180000.00
2.603E-02
140000.00
140000.00
2.025E-02
18000.00
18000.00
2.603E-03
5520.00
5520.00
7.984E-04
365520.00
365520.00
5.287E-02

890.00
1.128E-04
5000.00
6.338E-04
1300.00
1.648E-04
130.00
1.648E-05
95.00
1.204E-03
7415.00
9.399E-04

96.45
97.57
99.19
99.37
98.49
98.22
98.22
F-16

-------
                      PARAMETER
                                                 RUN 1?
RUN 20
RUN 21
RUN.22
RUN 23
RUN 24
pic.
f]
n
 3. MOISTURE
    a. EXCAVATED SOIL (I)
    b. FED SOIL (I)
                 (I/HR)
       1. ENTHALPY  (BTU/I)
    c. PROCESSED SOIL (1)
                      (t/HR)
       1. ENTHALPY  (BTU/t)
 4. MASS FLWRATE
    a. FEED SOIL
       1. NET BASIS (t/HR)
       2. DRY BASIS 
-------
PARAMETER
RUN 19
RUN 20
RUN 21
RUN 22
RUN 23
RUN 24
c. MANIFOLD 12
1. OICHLOflOETKYLENE (ppi/vol)
(I/HR)
2. TRICHLOROETHYLENE (ppi/vol)
(t/HR)
3. TETRACHLOROETHYLENE (ppi/vol)
(I/HR)
4. IYLENE (ppi/vol)
(I/HR)
5. OTHER VOCs (ppi/vol)
tl/HR)
6. TOTAL VOCs (ppi/vol)
(I/HR)
d. BANIFOLD 13
1. OICHLOftOETHriENE (ppi/vol)
(I/HR)
2. TRICHLOROETHYLENE (ppi/vol)
(I/HR)
3. TETRACHLOROETHYLENE (ppi/vol)
(I/HR)
4. XYLENE (ppi/vol)
(I/HR)
5. OTHER VOCs (ppi/vol)
(I/HR)
6. TOTAL VOCs Ippi/vol)
(I/HR)
e. AFTERBURNER INLET
1. OICHLOROETHYLENE (ppi/vol)
(I/HR)
2. TRICHLOROETHYLEME (ppi/vol)
(I/HR)
3. TETRACHLOROETHYLENE (ppi/vol)
(I/HR)
4. IYLENE (ppi/vol)
(I/HR)
5. OTHER VOCs (ppi/vol)
(I/KRI
6. TOTAL VOCs (ppi/vol)
(I/HR)
f. STACK
1. DICHLOROETHYLENE (ppi/vol)
(I/HR)
2. TRICHLOROETHYLENE (ppi/vol)
(I/HR)
3. TETRACHLQROETHYLENE (ppi/vol)
(I/HR)
4. ZYLENE (ppi/vol)
(t/HR)
S. OTHER VOCs (ppi/vol)
(I/HR)
6. TOTAL VOCs (ppi/vol)
(I/HR)

0.60
2.000E-04
0.30
2.000E-04
BDL
BDL
I.W
9.000E-04
0.80
3.000E-04
3.60
1.600E-03

0.50
2.000E-04
0.30
2.000E-04
BDL
BDL
2.20
l.OOOE-03
2.20
9.000E-04
S.20
2.300E-03

0.53
6.000E-04
0.20
4.000E-04
BDL
BDL
1.80
2.500E-03
1.20
1.400E-03
3.73
4.900E-03

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

0.50
2.000E-04
0.30
2.000E-04
BM.
BDL
1.80
9.000E-04
1.60
7.000E-04
4.20
2.000E-03

BDL
BOL
BDL
BDL
BDL
BDL
1.30
6.000E-04
4.00
1.800E-03
5.30
2.400E-03

0.30
4.000E-04
0.10
2.000E-04
BDL
BDL
1.40
2.000E-03
2.03
2.700E-03
3.B3
5.300E-03

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

BDL
BDL
BDL
BDL
BDL
BDL
1.50
8.000E-04
2.00
7.000E-04
3.50
1.500E-03

BDL
BDL
BDL
BDL
BDL
BDL
2.10
1.100E-03
5.50
-LJOOE-03
7.60
3.800E-03

BDL
BDL
BDL
BDL
BDL
BOL
1.47
2.300E-03
2.77
3.800E-03
4.23
6.100E-03

-
-
-
-
-
.
-
.
.
.
.
»

BDL
BDL
BDL
BDL
BDL
BDL
8.10
4.200E-03
5.30
2.500E-03
13.40
4.700E-03

BDL
BDL
BDL
BDL
BDL
BDL
2.40
1.200E-03
1.20
5.000E-04
3.60
1.700E-03

BDL
BDL
BDL
BDL
BDL
BDL
4.33
6.700E-03
2.53
3.500E-03
6.87
1.020E-02

-
.
-
-
-
.
-
.
.
.
.
.

BDL
BDL
BDL
BDL
BDL
BDL
6.00
2.600E-03
3.60
1.400E-03
9.60
4.000E-03

BDL
BDL
BDL
BDL
BDL
BDL
2.60
1.100E-03
1.20
5.000E-04
3.80
1.600E-03

BDL
BDL
BDL
BDL
BDL
BDL
5.03
6.500E-03
3.03
3.600E-03
8.07
1.010E-02

-
-
-
-
-
.
.
.
.
.
.
„
                                                                                              358105.00
                                                                                              5.193E-02
                                               F-18

-------
              PARAMETER
 RUN 19
 RUN 20
 RUN 21
 RUN 22
 RUN 23
 RUN 24
3. NOI5TURE
   t. PROCESS AIR (Z/vol)
                  (t/HR)
      1. ENTHALPY (BTU/f)
   b. INFILTRATION AIR  U/vol!
                        (t/HR)
      1. ENTHALPY (BTU/t)
   c. KANIFOLO II (I/voI)
                  (t/HR)
   d. flANIFOLD 12 (Z/vol)
                  (I/HRI
   e. MANIFOLD 13 (I/voI)
                  (t/HR)
   f. AFTERBURNER INLET (I/voli
                        (t/HR)
      1. ENTHALPY (BTU/t)
   q. STACK (l/vol)
            (t/HR)
4. FLOHRATE
   i. PROCESSOR INLET (HACFH)
                      (OSCFN)
                      (t/HR)
   b. INFILTRATION AIR  (DSCFH)
                        (t/HR)
   c. MANIFOLD tl (HACFH)
                  (DSCFH)
                  It/HR)
   d. MANIFOLD 12 (NACFH)
                  (DSCFH)
                  (t/HR)
   e. MANIFOLD 13 (HACFH)
                  (DSCFH)
                  (t/HR)
   {. AFTERBURNER INLET (HACFH)
                        (DSCFH)
                        (t/HR)
   g. STACK (HACFH)
            (OSCFH)
            (t/HR)
5. PARTICULATE EfllSS-ABI/STACK (6R/HACFR)
                         (6R/DSCFR)
                         (t/HR)
6. HYDROSEN CHLORIDE EMISSIONS (t/DSCFH)
                               (t/HR)
7. CARBON DIOIIDE EMISSIONS  (2/val)
                             (t/HR)
8. OIY6EN EMISSIONS C/vol)
                    (t/HR)
9. CARBON MONOIIDE EMISSIONS  (I/vol I
                              (I/HR)
1.90
2.00
1147.40
1.90
2. 48
1097.10
1.70
1.90
1147.60
1.70
2.33
1097.50
2.20
2.10
1149.30
2.20
4.00
1098.40
2.40
2.50
1147.80
2.40
4.10
1100.90
2.30
2.30
1149.30
2.30
2.87
1101.40
0.80
0.94
1091.00
0.80
1.23
1091.00
  14.40
  39.30
1158.05
  10.00
  27.00
1156.30
  14.80
  47.20
1161.55
  10.40
  31.10
1133.80
   8.44
  20.40
1135.00
   6.90
  20.00
1110.30
48.90
37.60
170.00
45.60
206.00
49.80
38.40
173.00
48.10
217.00
44.00
33.40
151.00
63.40
286.00
47.50
36.00
163.00
59.40
268.00
47.00
35.40
160.00
43.40
196.00
42.60
41.70
186.00
54.40
246.00
135.00
83.20
376.00
593.00
113.00
522.00
132.00
86.50
390.00
480.00
98.00
451.00
160.00
96.80
437.00
517.00
98.80
454.00
136.00
95.40
431.00
640.00
127.00
586.00
111.00
78.80
356.00
624.00
12B.OO
see. oo
120.00
96.10
434.00
681.00
142.00
649.00
                                                                      F-19

-------
PARAMETER
RUN 19
RUN 20
RUN 21
RUN 22
RUN 23
RUN 24
10. ENERGY - AIR/ROISTURE
a. PROCESS AIR INLET (BTU/HR)
1. SPECIFIC HEAT (BTU/*f)
2. flOISTURE (BTU/HR)
t>. INFILTRATION AIR INLET (BTU/HR)
1. SPECIFIC HEAT (BTU/IF)
2. NOI5TURE (BTU/HR)
c. AFTERBURNER INLET (BTU/HR)
1. SPECIFIC HEAT (BTU/IF)
2. KGISTURE (BTU/HR)
OIL SVSTEfl PARAHETERS
1. TEMPERATURE
*. SCREH INLET 1C)
b. StREM OUTLET/TROUGH INLET (C)
c. TROUGH OUTLET (C)
2. PRESSURE
i. SCREH INLET (PSI6)
b. SCREN OUTLET/TROUGH INLET (PSI6)
3. FLOHRATE (6PH)
(i/HR)
4. HEAT RELEASED
a. INLET (BTU/HR)
1. SPECIFIC HEAT-INLET (BTU/IF)
b. OUTLET (BTU/HR)
1. SPECIFIC HEAT-OUTLET (BTU/IF)
5ROPANE SYSTEM PARAHETERS
1. PROPANE CONSUMPTION (SCFR)
(I/HR)
PROCESSOR PARAMETERS
1. SCREW SPEED (SEC/REV)
HEAT LOSS (BTU/HR)
1. PERCENT TOTAL HEAT (BTU/HR)
.
8394.14
2.411E-01
2294. BO
3983.20
2.399E-01
2718.06
21211. 81
2.41SE-01
45511.37


292.51
283.33
282.22

33.52
9.92
12.50
6293. 36

2144122.45
6.100E-01
2039033.54
6.000E-01

2.30
0.26

129.00
42860.14
40.78
.
8542.27
2.411E-01
2180.82
4289.60
2.399E-01
2560.99
21493.02
2.415E-01
31220.10


298.89
290.10
290.56

37.00
11.99
13.00
6545.10

2294392.86
6.150E-01
2197712.63
6.050E-01

1.93
0.22

189.63
53470.83
55.31
.
7587.03
2.4I1E-01
2413.53
5777.08
2.399E-01
4394.37
25613.51
2.416E-01
54825.16


299.36
293.79
295.17

36.83
12.00
12.80
6444.40

2262445.30
6.1SOE-01
2214403.20
6.100E-01

2.01
0.23

162.10
-22319.54
-46.46
*
8048.50
2.411E-01
2869.50
5760.67
2.399E-01
4510.85
17511.60
2.407E-01
35261.18


221.13
211.37
207.91

23.05
7.72
9.70
4883.65

1148774.14
5.470E-01
1061399.45
5.350E-01

2.57
0.29

127.00
51546.51
58.99
.
8039.24
2.411E-01
2643.39
4297.66
2.399E-01
3156.68
14772.82
2.407E-01
23154.00


221.72
213.39
210.25

23.00
10.00
8.80
4430.53

1044761.12
5.470E-OI
981995.96
5.400E-01

2.64
0.30

184.23
39392.26
62.76
•••••» • • •! • n • i
2984.45
2.398E-01
1025.54
3905.19
2.39BE-01
1342.66
11587.42
2.401E-01
22206.00


144.71
138.88
138.88

28.00
8.15
11.40
5739.55

809129.59
4.820E-01
773624.49
4.780E-01

2.64
0.30

124.79
9513.94
26.80
                                               F-20

-------
i:
PARAMETER
V CONTROL PARAMETERS
1. TARGET SOIL RESIDENCE TIHE (HIM
». TARGET SCREM SPEED (SEC/REV)
2. TARGET SOIL DISCHARGE TEMP (0
3. TARGET AIR IKLET TEHP (C)
4. TARGET AIR FLDK RATE (DSCFH)
3. SOIL SYSTEM PARAMETERS
1. TEMPERATURE
t. FEED SOIL 
b. PROCESSED SOIL (C)
2. VOCs
a. PIED SOIL
i. DICHLOROETHrLENE-LAB lug/kg)
CORRESP lug/kg)
(t/HR)
2. TRICHLORQETHYLENE-LAJ (ug/kg)
CORRESP (ug/kg)
(I/HR)
3. TETRACHLOROETHYLENE-LAB (ug/kg)
CDRRESP (ug/kg)
(f/HR)
4. ZYLEHE-LAB (ug/kg)
CORRESP (ug/kg)
(t/HR)
5. OTHER VOCs-LAB (ug/kg)
1 CORRESP (ug/kg)
(t/HR)
6. TOTAL VOCs-LAB (ug/kg)
CORRESP (ug/kg)
(t/HR)
b. PROCESSED SOIL
1. DICHLOROETHYLENE (ug/kg)
(t/HR)
2. TRICHLOROETHYLEME (ug/kg)
(t/HR)
3. TETRACHLOROETHYLENE (ug/kg)
(t/HR)
4. IYLENE (ug/kg)
(t/HR)
5. OTHER VOCs (ug/kg)
(t/HR)
6. TOTAL VOCs (ug/kg)
(t/HR)
c. REMOVAL EFFICIENCY
1. DICHLOROETHYLENE (I)
2. TRICHLOROETHYLENE (I)
3. TETRACHLOROETHYLENE (1)
4. ZYLENE 12)
5. OTHER VOCs (!)
6. MAJOR 4 CONTAMINANTS ID
7. TOTAL VOCs (I)
RUN 25

60.00
128.57
50.00
25.00
100.00


14.16
59.84


35000.00
35000.00
6.106E-03
1100000.00
1100000.00
1.919E-01
470000.00
470000.00
8.200E-02
37000.00
37000.00
6.455E-03
•8600.00
•8600.00
1.500E-03
1650600.00
1650600.00
2.BBOE-01

13000.00
2.0B9E-03
21000.00
3.374E-03
8600.00
1.3B2E-03
890.00
1.430E-04
451.00
7.246E-05
43941.00
7.060E-03

65.79
9B.24
98.31
97.78
95.17
97.56
97.55
RUN 26

60.00
128.57
30.00
25.00
100.00


17.67
62.84


«30000.00
•30000.00
4.653E-03
2300000.00
2300000.00
3.567E-01
890000.00
890000.00
1.380E-01
87000.00
87000.00
1.349E-02
•17000.00
•17000.00
2.637E-03
3324000.00
3324000.00
5.155E-01

3300.00
4.533E-04
52000.00
7.143E-03
48000.00
6.593E-03
5800.00
7.967E-04
2890.00
3.970E-04
111990.00
1.538E-02

90.26
98.00
95.22
94.10
84.94
97.08
97.02
RUN 27

60.00
128.57
HAZ
25.00
75.00


18.75
174.58


BDL
BDL
BDL
83000.00
83000.00
1.697E-02
120000.00
120000.00
2.454E-02
«23000.00
•23000.00
4.704E-03
BDL
BDL
BDL
226000.00
226000.00
4.622E-02

•390.00
7.079E-05
1900.00
3.449E-04
•270.00
4.901E-05
#27.00
4.901E-06
•172.00
3.122E-05
2759.00
' 5.008E-04

-
97.97
99.80
99.90
-
98. 98
98.92
RUN '28

90.00
192.86
flAZ
25.00
75.00


19.16
185.00


•6700.00
•6700.00
7.319E-04
430000.00
430000.00
4.697E-02
340000.00
340000.00
3.714E-02
49000.00
49000.00
5.353E-03
6200.00
6200.00
6.773E-04
831900.00
831900.00
9.0B8E-02

•90.00
8.257E-06
•130.00
1.193E-05
BDL
BDL
BDL
BDL
•700.00
6.42E-05
920.00
8.440E-05

98.87
99.97
100.00
100.00
90.5:
99.98
99.91
                                        F-21

-------
               PARAMETER
                                                RUM 25
              RUN 26
RUN 27
RUN 28
 3. HOISTURE
    a. EXCAVATED SOIL (Z)
    b. FEED SOIL C)
                 (t/HR)
       1. ENTHALPY  (STU/t)
    c. PROCESSED SOIL (I)
                      (I/HR)
       1. ENTHALPY  (BTU/«)
 4. MASS FLONRATE
    a. FEED SOIL
       1. NET BASIS (I/HR)
       2. DRY BASIS (I/HR)
    fa. PROCESSED SOIL
       1. NET BASIS (I/HR)
       2. DRY BASIS (I/HR)
 5. DENSITY
    a. FEED SOIL (t/CU FT)
    b. PROCESSED SOIL (I/OJ FT)
 6. ENERGY - SOIL/MOISTURE
    a. SOIL IN
       1. INERT SOIL (BTU/HR)
       2. NOISTURE  (BTU/HR)
    b. SOIL OUT
       1. INERT SOIL (BTU/HR)
          2. HOISTURE (BTU/HR)
AIR SYSTEM PARAKETERS
 1. TEMPERATURE
    a. AMBIENT AIR  (C)
    b. HEATER EFFLUENT/PROC INLET
    c.
                                 (C)
      INFILTRATION AIR (C)
   d. MANIFOLD II (C)
   e. MANIFOLD 12 (C)
   i. MANIFOLD 13 (C)
   g. AFTERBURNER INLET (C)
   h. STACK
2. VOCs
   a. AMBIENT AIR
      1. TOTAL VOCs  (ppi/vol)
                     (I/HR)
   b. MANIFOLD II
      1. OICHLOROETHYLENE  (ppi/vol)
                           (I/HR)
      2. TRICHLOROETHYLENE  (ppi/vol)
                            (I/HR)
      3. TETRACHLOROETHYLENE  (ppi/vol)
                              (I/HR)
      4. IYLENE (ppi/vol)
                (I/HR)
      5. OTHER VOCs  (ppi/vol)
                     (I/HR)
      6. TOTAL VOCs  (ppi/vol)
                     (I/HR)
                                                 174.46
                                                 153.43

                                                 160.66
                                                 153.43

                                                 86. 92
                                                 76.11
                                                1764.08
                                                519.73

                                                4287.21
                                                779.25
 17.00
 17.00
 17.00
 43.00
 51.00
 67.00
 44.00
890.00
                                                    BOL
                                                    BDL
21.00
18.20
21.34
32.05
3.00
4.11
112.89
155.10
133.24
137.36
133.24
98.51
72.96
1700.29
684.08
3866.92
463.46
20.00
20.00
20.00
50.00
63.00
75.00
52.00
896.00
BDL
BDL
10.60
10.70
24.78
34.05
1.00
1.81
317.43
204.51
179.69
161.50
179.69
.
80.90
2362.86
843.64
12442.97
575.98
21.00
21.00
21.00
91.00
118.00
145.00
91.00
901.00
BDL
BDL
                                          109.24
                                           91.65

                                           91.74
                                           91.65
                                           84.63
                                          1218.70
                                          613.48

                                          6690.32
                                           30.93
               21.00
               21.00
               21.00
               71.00
              103.00
              146.00
               88.00
              903.00
                                             BDL
                                             BDL
                                                                      F-22

-------
           PARAMETER                         RUN 25        RUN 26        RUN  27        RUN 28
 c. MANIFOLD 12
   1. 0ICHIOROETHYLEKE  (ppi/vol)                ....
                        (I/HR)                   ....
   2. TRICHLOROETHYLENE  (ppi/vol)               ....
                         (l/Hfi)                  ....
   3. TETRACHLQRQETHYLENE  (ppi/vol)             ....
                           (I/HR)                ....
   4. IYLENE  (ppi/vol)                          ....
              (I/HR)                             ....
   5. OTHER VOCs  (ppi/vol)                      ....
                  (I/HR)                         ....
   6. TOTAL VOCs  Ippi/vol)                      ....
                  (I/HR)                         ....
d. MANIFOLD 13
   1. B1CHLOROETHYLEME  (ppi/vol)                ....
                        (I/HR)                   ....
   2. TRICHLOROETHYLENE  (ppi/volI               ....
                         (I/HR)                  ....
   3. TETRACHLOROETHYLENE  (ppi/vol)             ....
                           (l/Hfi)                ....
   4. XYLWE  (ppi/vol)                          ....
              (I/HR)                             ....
   5. OTHER VOCs  (ppi/vol)                      ....
                  (I/HR)                         -             -         	-
   t>. TOTAL VOCs  (ppi/vol)                      ....
                  (I/HR)                         ....
t. AFTERBURNER INLET
   1. B1CHLOROETHYLENE  lpp»/vo])                ....
                        (I/HR)                   ....
   2. TRICHLOROETHYLENE  (ppi/vol)               ....
                         (I/HR)                  ....
   3. TETRACHLOROETHYLENE  (ppi/vol)             ....
                           (I/HR)                ....
   4. IYLENE  
-------
              PARAMETER
 RUN 23
 RUN 26
 RUN 27
 RUN 28
HOISTURf
t.


b.


PROCESS AIR (I/vol)
(I/HR)
1. ENTHALPY (BTU/t)
INFILTRATION AIR (I/vol)
(I/HR)
1. ENTHALPY (BTU/t)
1.00
1.20
1088.90
1.00
1.68
1088.90
1.00
1.20
1091.50
1.00
1.56
1091.50
1.00
0.93
1092.30
1.00
1.11
1092.30
1.20
1.00
1092.30
1.00
1.79
1092.30
   c.  HANIFOLO tl (l/vol)
                  (f/HR)
   d.  HANIFOLD 12 (I/vol)
                  (I/HR)
   t.  MANIFOLD 13 (I/vol)
                  (I/HR)
   f.  AFTERBURNER INLET (I/vol)
                        (t/HR)
      1. ENTHALPY (BTU/i)
   9.  STACK (I/vol)
            (I/HR)
4.  FLOURATE
   a.  PROCESSOR INLET (UACFH)
                      (DSCFH)
                      (I/HR)
   b.  INFILTRATION AIR (DSCFN)
                       (I/HR)
   c.  flANIFOLO II (MACFH)
                  (DSCFH)
                  (I/HR)
   d.  HANIFOLO 12 (HACFK)
                  (DSCFN)
                  (I/HR)
   e.  MANIFOLD 13 INACFH)
                  (DSCFH)
                  (I/HR)
   4.  AFTERBURNER INLET (MACFH)
                        (DSCFH)
                        (t/HR)
   q.  STACK UACFH)
            (OSCFH)
            (t/HR)
5.  PARTICULAR EHISS-ABI/STACK (6R/HACFH)
                         (SR/DSCFH)
                         (t/HR)
6.  HYDROGEN CHLORIDE EHISSIONS (l/DSCFfll
                               (t/HR)
7.  CARBON DIDIIDE EfllSSIONS (I/vol)
                            (I/HR)
8.  OXY6EN EHISSIQNS (I/vol)
                    (I/HRI
9.  CARBON nONOXIDE EHISSIONS  (I/vol)
                              (t/HR)
   5.40
  16.40
1109.90
   6.90
  20.00
1116.20
  11.00
  25.00
1144.40
   8.00
  20.20
1142.40
43.90
43.60
197.00
59.40
267.00
43.00
42.30
191.00
55.10
249.00
33.70
33.00
149.00
39.10
176.00
31.50
30.50
138.00
52.50
237.00
125.00
103.00
464.00
621.00
118.00
540.00
124.00
97.40
440.00
720.00
158.00
723.00
107.00
72.10
325.00
494.00
111.00
511.00
119.00
83.00
375.00
559.00
121.00
555.00
                                                                  F-24

-------
                       PARAMETER
                                                 RUN 25
RUN 26
RUN 27
RUN 28
  §
'[I
        10.  ENERGY - AIR/MOISTURE
            ».  PROCESS AIR  INLET  (BTU/HR)
               1.  SPECIFIC  HEAT  (BTU/tf)
               2.  MOISTURE  (BTU/HR)
            b.  INFILTRATION AIR  INLET  (BTU/HR)
               1.  SPECIFIC  HEAT  (BTU/IF)
               2.  MOISTURE  (BTU/HR)
            c.  AFTERBURNER  INLET  (BTU/HR)
              1.  SPECIFIC HEAT  (BTU/IFI
                2. MOISTURE (BTU/HR)

     \  OIL  SYSTEM PARAMETERS
         1.  TEMPERATURE
            i.  SCREH INLET  (C)
            b.  SCREN OUTLET/TROUGH  INLET  (C)
            c.  TROU6H OUTLET  (C)
         2.  PRESSURE
            j.  SCREH INLET  (PSIB)
            b.  SCREH OUTLET/TROUGH  INLET  (PSIE)
         3.  aONRATE (6PM)
                     (I/HR)
         4.  HEAT RELEASED
            i.  INLET (BTU/HR)
               1.  SPECIFIC  HEAT-INLET  (BTU/IF)
            b.  OUTLET (BTU/HR)
               1.  SPECIFIC  HEAT-OUTLET  1BTU/IF)
PROPANE SYSTEM PARAMETERS
 1. PROPANE CONSUMPTION (SCFM)
                        (I/HR)

PROCESSOR PARAMETERS
 1. SCREH SPEED (SEC/REV)

HEAT LOSS (BTU/HR)
1.  PERCENT TOTAL HEftT (BTU/HR)
2957.26
2.398E-01
1306.68
4008.07
2.39BE-01
1832.75
12386.39
2.401E-01
18202.36
144.71
139.18
137.78
30.00
B.50
11.90
5991.28
844617.08
4.820E-01
796851.62
4.750E-01
2.78
0.32
124.23
24496.81
51.29
3114.52
2.398E-01
1309.80
4060.29
2.39BE-01
1704.13
13274.41
2.402E-01
22324.00
148.20
144.02
140.56
30.00
9.50
11.60
5840.24
846242.60
4.B50E-01
798967.26
4.800E-01
2.73
0.31
125.50
19919.67
42.14
2493.97
2.398E-01
1015.84
2945.90
2.39BE-01
1210.17
15336.04
2.410E-01
28610.00
294.03
277.36
260.69
20. B8
10.38
7.60
3826.36
1310011.51
6.100E-01
1112400.76
5.800E-01
2.13
0.24
125.65
151518.15
76.68
2309.85
2.398E-01
1092.30
3966.92
2.398E-01
1953.84
17207.40
2.410E-01
23076.48
289.13
275.24
264.41
18.22
10.33
6.20
3121.51
1043279.09
4.050E-01
927537.12
5.850E-01
2.51
0.29
183.43
79891.92
69.03
                                                                          F-25

-------
                            APPENDIX G



                       MASS/ENERGY BALANCES
6060A

-------
o
 I
Stream Number 12345C78*
Description
Inerts (Ib/hr)
VOC's - Oichloroelhylene (Ib/hr)
Trjchloroethylene (Ib/hr]
Tetrachloroethylene (Ib/hr]
Xylene (Ib/hr)
Olher VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
F'.,.ticulate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)
Average Temp ("F)
Specific Heat/HeaWng Value (Btu/lb)
Heat Rate (Btu/hr)
Soil
Feed
IM '%
HIM
PW
AIM,
HDL
*m.
J« *•









Itl l«
J*
19 VI


Ott
Inlet







«n it










/•«
itt jj


Process
Air
Inlet








]M ••
1 M








• 1
II <>


Infil-
tration
Air








11* «0
> 14








• I
M II


Oil
Outlet







«»• It










210
i M. n


Soil
Dis-
charge
in t)
•M.
•M.
•M.
HOC
•IX,
1) 1 1











II)
I* 0«
• 971,41
Off-
Gas
Dis-
charge

•M.
MM.
urn.
M»t
*f>L


• 10 «•
11. It








no
•* tl
!•*•! 4t
Stack
Exhaust




















Heat
Loss



















!••'• t)
                                                                                                                                        For Thermal Stripping (X VOC't »om Soil Wot SHidf
                                                                                                                                        Al iMWrkcnny Army Depot (LEAD) OwmlWf tbufg PA
                                                                                                                                                           IWtlTONHM
                                                                                                                                                           lots' cx jti« r
                                                                                                                                                           Jn«M utm Jojo
                                                                                                                                                            Till I BU
                                                                                                                                       E&IIQF G-1  MATEWAL/EMERQY BALANCE
                                                                                                                                       HGUBt«    FOR TEST RUN 1
                                                                                                                                     »"•  None
                                                                                                                                          11/as
                                                                                                                                                        ??«! 01 tl
         Notes  BDL - Below Detection Level

-------
Stream Number
Description
Inerts (Ib/hr)
VOC'a - Dichloroettiylene flb/hr)
Trichloroetiylene (t>/hr)

TefracnloroelnyMne (Ib/hr)

Xylene (to/hr)
Olher VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Tnlal Uau flh/hfl

Average Temp (°F)
Specific Heat/Heating Value (Blu/lb)
HAal Ral* fftht/hrt

1
Soil
Feed
!*• M
1 II • !•"'
*.«> • It*1


_l

1 •• • l« '
21 •»











It
1* 1*


2
Oil
Inlet









%•*• S*










111
»• •!


3
Process
Air
Inlet










m M
t i*








>•>
«• »*


4 "
Infil-
tration
Air










1)1 M
>-%«








• 1
tt 4»


s
Oil
Outlet









MM. It










JM
M M


«
Soil
Dis-
charge
itt t«
i.ii • i«'4
T ir • i«~'




~
t).i\











Ml
II It


7
Oil-
Gas
Dis-
charge

i. 	 ->
« 41 • It*1




1 «••!•'


Ill M
II It








tl
~l tt


•
Slack
Exhaust
























•
Heal
Loss
























                                                                                                                          For Thermal Skipping ol VOC't from Sort PrtcM Study
                                                                                                                          Al Lcn.wh.wwiy Aimy O*K* (LEAD) Chwi*».ttur0. PA
                                                                                                                         FK2UREQ-2  MATERIAL/ENERGY BAUNCE
                                                                                                                                      FOR TEST RUN 2
                                                                                                                            11/15
                                                                                                                                         nsi-01-u
Notes DDL - Below Detection Level

-------
Stream Number
Description
Inerts (Ib/hr
VOC's - Dichloro«lhylen0 (Ib/hr)
Trlchlofoettiytene (Ib/hr;
Tetrachloroelhylene (Ib/hr;
Xylene (Ib/hr;
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Participate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)

Average Temp (°F)
Specific Heal/Heating Value (Btu/lb)
Heat Rate (Btu/hr)

1
Soil
Feed
ttt 99
m.
4 t* • in"
* tl • It"1
• M * It'1
MM.
4t IT









it* •<

u
ii «4


2
OH
Inlet







«n K










1*9
M It


3
Process
Air
Intel








11* ••
1 4t








t«
It If


4
Infil-
tration
Air








!•>.•>•
>.**








•4
It 11


s
CXI
Outlet







M« U










1*0
tt •«


6
Soil
Dis-
charge
114 *•
MM.
1 U • It*'

»OL
•DL
If .ft











111
11.1*


7
Off-
Gas
Dis-
Charge

•«,
4 *• • It*1

» M • |»'*
MM,


»• M
1* M








Itl
111 t»


•
Stack
Exhaust






















•
tj^^a
neai
Loss






















                                                                                                                      For T>Mrm« Stripping otVOClkom Sol PM Study
                                                                                                                      At itttii^iiin Army DWMM HEAD) Owi*«*urg. PA
                                                                                                                     FIGURE G-3  MATERIAL/ENERGY BALANCE
                                                                                                                                 FOR TEST RUN 3
                                                                                                                        II/K
                                                                                                                                    2W1 01
Notes BOL - Below Detection Level
IOTM-*



_

-------
O
 I
Stream Number
Description
Inert* (to/hf)
VOC's • OicMoroethylene (Ib/hr)
TricMofoethylene (Ib/hr)
Tetrachloroethylene (Ib/hr)
Xylene (Ib/hr)
Otter VOC's (Ib/hr)
Moisture (Ib/hr)

Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
TViflal iJa«« fltl/hrl

Average Temp (°F)

specific Heai/neaong value (WU/IDJ


1
Soil
Feed
114 11
Mt
I.I* • I*"1
J.tl • !•"*
».«T • 1« *
1.?? • !•'*
M.I*












?«




2
Oil
Inlet



















II*




3
Process
Air
Inlet









I 4»









in




4
Inlil-
tralion
Air









1 M









•4




s
Oil
Outlet



















Itt




•
Soil
Dis-
charge
I»4 4J
ML
l.tt • It*1

l.»I • !«"*
I.»F > !«''
l.)l












?l>




7
OM-
Gas
Dis-
Charge

«•
ML

Mt,
twt.



U.M









14*




•
Stack
Exhaust
























•
Heal
Loss
























                                                                                                                                       MO1OK
                                                                                                                                      mtUHO»
                                                                                                                                        fa ThwnHl SkipiMng ol VOC'i horn Sod (Mot Study

                                                                                                                                        Al l4MWrli«nnr Army Ot^KM (LCAOI Cruunb4wK>u>«. PA
                                                                                                                                                          IMtlOMIUI

                                                                                                                                                             f CMHtf* FtM4Inv
-------
o
 I
tn
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dlchloroethylene (Ib/hr)
Trlchloroethylene (Ib/hr)
TetracMoroethylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Participate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)
Average Terhp (°F)
Specific Heat/Heating Value (*u/B>)

Heal naw (Biu/nrj
1
Soil
Feed
141. ••
1 M • It'1
» «f • H"1
1 11 • !•*'
i M . 1. '
1 >• * !•"'
ft 11









III 11
r*
11 ••


2
Oil
Inlet







Mil M








MIt.M
HI
IT4.4I


3
Process
Air
Intel








1*1 M
».»»






Itl.M
l«f
41 1*


4
Infil-
tration
Air








in ••
l M






IM.M
r»
>• l)


5
Oil
Outlet







Mil. tS








Mil M
' Itl
l«l t4


«
Soil
Dis-
charge
!«• tt
«.
1 1* • I4*1
MN.
•m.
Ml
i •'









Ml t>
IM
«1 tl


7
O«-
Gas
Dis-
Cnarge

1 M • !•"'
1 •• • 1C'1
t 11 • ll'1
» «• • !•"'
1 11 . !•"'


It* ••
4«.lt






«l. 91
IM
IM.M


•
Stack
Exhaust





















9
Heat
Loss



















ItlMIt •!

                                                                                                                                 For Th«rm«l Suppin
                                                                                                                                 Al t^nxlunny A/my OwxHdEAO) Chwxtwlbufg PA
                                                                                                                                FIGURE G-5  MATERIAL/ENERGY BALANCE
                                                                                                                                             FOR TEST RUN S
                                                                                                                               <•»  Non«    !'••"'
                                                                                                                                    t/»5
                                                                                                                                                  1 01 II
           Notes. BDL - Below Detection Level

-------
o
 I
Stream Number
Description
Inert* (Ib/hr)
VOC't - DteMoroettytone (fc/hr)
TricMoroetiytone (fc/hr)
TetracMoroettiytone (fc/hr)
Xytene (fc/hr)
Ofier VOCs (fc/hr)
Moisture (Jb/hr)
Oil (fc/hr)
Ak (fc/hr)
Water Vapor (fc/hr)
Parkculate (fc/hr)
Hydrochloric Acid (fc/hr)
Carbon Dioxide (fc/hr)
Oxygen (fc/hr)
Carbon Monoxide (fc/hr)
Propane (fc/hr)
Total Mass (fc/hr)
Average Temp (°F)

Specific Heat/Heating Value (Btu/fc)
Heat Rate (Btu/hr)
1
Soil
Feed
M4 tl
1 II . It"'
I.It
1 *l • It''
1.11 . It '
1 41 • It'1
1i. l»









Itl M
It

» II
Hit 11
2
Oil
Inlet







«tM ••








4*14. M
»)•

»vt<
m*4» IS
a
Process
Air
Intel








III M
I.M






lll.tt
tl


4Mt.t1
4
Infil-
tration
Air








111 M
l.st






Itl.SS
tl


Hl« It
s
Oil
Outlet







4tM.M








4tl4.M
>tt


itum. it
6
Soil
Dis-
charge
W4.ll

I.M m It '
l.lt • lt~'
>.t« • It"1

14. It









lit. 14
Itl


IMtl.tl
7
Oil-
Gas
Dis-
charge


i tt
I.M • It"'
l.tt • It"1



Itt tt
U It






Itt. It
III


mtt.ii
•
Slack
Exhaust

















i>»



•
Heat
Loss




















Ulitt II
                                                                                                                                      Fw TlwnMlSk*
                                                                                                                                                       1M»ONM»
                                                                                                                                                       |«fSt CHfltf M n
                                                                                                                                                          Mt >IS tl< MM
                                                                                                                                                       "IIIIIUU4I
                                                                                                                                     FIGURE O-« MATERIAL/ENENGV BALANCE
                                                                                                                                                  FOR TEST RUN*
                                                                                                                                        n/ss
                                                                                                                                                     I2SI-OI -II
           Notes. BDL - Below Detection Level

-------
o
 I
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dlchloroelhylene (Ib/hr)
Trichtoroelhytene (Ib/hr]
Tetrachloroelhylene (Ib/hr]
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Particulate flb/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)

Average Temp (°F)
Specific Heal/Healing Value (Btu/lb)
Heat Rale (Btu/hr)

1
SON
Feed
m »i
« t» • t«~*
• •* • it* *
) It • It"*
J tt » !•' *
•M.
11 M











i*
i* *t


2
OM
Inlet







It 14 11










lit
T* •»


3
Process
Air
Inlet








IM M
I >•








1*T
tl.tl


4
Infil-
tration
Air








Ili.W
> '<








•1
11 II


5
Oil
Outlet







)t!4 M










IM
It *»


<
Soil
Dis-
charge
ii* *»
4 l» • It"'

1 It • lt'^
-
•OL
>t «•











114
M 4«


7
on-
Gas
Dis-
charge

•et

•M.
1MB !•' '
•M.


• 14 ••
11 4t








IM
It 14


•
Slack
Exhaust


















IT '4



9
• J_-.a
rWal
Loss






















                                                                                                                                     For Th*n»ISMpp*ogolVOC«lromSoi(Pl»0(S»iio>

                                                                                                                                     Al L«tt«r1i«nnv Army Depot HEAD) Chambefaburg PA
                                                                                                                                     FIGURE 07 MATERIAL/ENERGY BALANCE

                                                                                                                                                 FOR TEST RUN 7
                                                                                                                                        11/85
           Notes BDL - Below Detection Level
                                                                                                                                                   tWMM.         16


                                                                                                                                                    ??«l 01 M    I

-------
/hr)
Moisture (t>/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (fc/hr)
Partin ilnlA flH /Hrl

Hydrochloric Acid (to/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
T/ital iJae* fMi/hrt

Average Temp (°F)
Specific Heat/Healing Value (Blu/lb)
MAJI| RalA JRtn/hrl

1
Soil
Feed
>•• t*
> a« • n"1
• •* * it'1
1 TS . ,.->
J It • Iff*
1. 1 1 • I0"'
«• *•












• 1
JJ 1'


2
Oil
Inlet







4tl« »*











!*•
«1 *i


3
Process
Air
Intel








Iffi.M
2 ft*









•«
IS •*


4
Infil-
tration
Air








>H M
1 Jt









M
11 II


5
Oil
Outlet







OM M











III
M 't


6
Soil
Dis-
charge
10. M
> •• > !• '
».!> • It*1
t !• • !•*'

1 II m !•'*
1) M












111
It It


1
Oil-
Gas
Dis-
charge

i •• • i*"1
1 » • !•"'
!.»• • It'1

•M.


4lt ••
II. M









IM
M t«


•
Slack
Exhaust








)14 ••
M.«i


1 « • !•"'
«t ••
• 1 SI
»UL



1141



•
Heat
Loss























                                                                                                                                           Fo< Th«fmal Stripping ol VOC t fcom Sol PikM Study
                                                                                                                                           Al Ltftwhwrny Aimy D*pcrt (LEAD) CrwitiMrsburg PA
                                                                                                                                                             • •MSI CHtSHH Pf*MSvtvAMA i

                                                                                                                                                             JPMONI lit **7 HMO

                                                                                                                                                              till* •> »••
                                                                                                                                          FIGURE Q-t  MATERIAL/ENERGY BALANCE
                                                                                                                                                       FOR TEST RUN I
                                                                                                                                             It'SS
                                                                                                                                                          7?*l 01 II
            Notes. BDL - Below Detection Level

-------
O
 I
Stream Number 1234S67B9
Description
Inerts (Ib/hr)
VOC's - Dichtoroethytene (Ib/hr)
Trichloroelhylene (Ib/hr)
Tetrachloroethylene (Ib/hr)
Xylene (Ib/hr]
Other VOC s (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)
Average Temp (T)
Specific Heal/Healing Value (Btu/fc)
Heal Rate (Btu/hr)
Soil
Feed
!•« »4
1 M • IB"1
1 O * It*'
. >» . 1. '
I »» • It'1
1 II * I**1
II J»











• •
)4 •>


Oil
Intel







»m •>










4«
»*. !•


Process
Air
Inlet








141 0*
J.tt








1M




Infil-
tration
Air








tt« M
I. tr








*l




Oil
Outlet







«•».«*










• •4




Soil
Dis-
charge
Ill.T)
1 t« • !•"'


1 t> • I*"1

ii n











n«




0«-
Gas
Dis-
Charge

i t« . i. '


i «• . i» '



M* •*
II M








lit

*


Stack
Exhaust








««• M
tl *•

!.••
11. »•
41. H
•M.



I«*I


Keai
Loss



















4»^4» *«
                                                                                                                                     Fat r>wrn«l Stripping alVOC'i»o
-------
o
 I
Stream Number
Description
Inerts (Ib/hr)
.
VOC's - DichkxoettiylerM (Ib/hr)
TrichkMroelhylene (Ib/hr)
Telrachloroelhylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (to/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (to/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)

loiai Mass (iD/nr)
Average Temp (°F)
« u_
Specific Heat / Heating Value (Btu / ID)
.
Heat Rale (Blu/hr)
1
Soil
Feed
III 4«
.a

. M . i.-'
, .. . ,. '
1 f*
, .. . i. '
1» 41











•4




2
Oil
Inlet








Ult »










• If




3
Process
Air
Inlet









Ul.M
J M








111




4
Inlil-
tration
Air









ID ••
i it








*i




5
Oil
Outlet








MVO.Sf










Mi




6
Soil
Dis-
charge
ni.i>
1 11 !•"*

I.M • !•*'

».J« • It"1
MM.
• .II











>!•




7
ON-
Gas
Dis-
charge



I.M . !•"'

I.M1
».>t . !•"'


M*.M
II «•








l«4




•
Slack
Exhaust









••• M
M >»

1 »
\t fl*
4k )•
.^



II»4




t
Heal
Loss
























                                                                                                                                 fa TlWfin*! Stripping olVOCikoM Sod PikM Study

                                                                                                                                 Al LMMrkwwy Afmy O^xX (LEAD) CtumlMirtMiB. PA
                                                                                                                                                  |M»•» mo
                                                                                                                                FIGURE G-10 MATERIAL/ENERGY BALANCE

                                                                                                                                             FOR TEST RUN 10
                                                                                                                                   II/U
                                                                                                                                               tttl-OMI
           Notes BDL - Below Detection Level

-------
o
 I
Stream Number 1234SI7lt
Description
Inerls (Ib/hr)
VOC's - Dichloroetiytone (Ib/hr)
Trichloroethylene (Ib/hr]
Tetrachloroelhylene (Ib/hr)
Xylene (Ib/hr)
CHher VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Participate flb/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mas* (Ib/hr)
Average Temp (0F)
Specific Heat/Heating Value (Bhi/lb)
Heal Rate (Btu/hr)
Soil
Feed
141 )1
• •» m It"'
tun It'1
1 •• • !•''
1 M • It*'
* 1*. I.''
IVit











••




Oil
Inlet







• 111 M










»M




Process
Air
Inlet








14* ••
1 1*








M*




Infil-
tration
Air








1IT.M
> ?•








It




Oil
Outlet







*•»! M










<«•




Soil
Dis-
charge
in 11



4.11 « !•**
1 •• H !• *
> 71









Ml. ft
m
)• «3


Off-
Gas
Dis-
Charge




I.Tt m It*'
1 •• • It"1


ITT •«
It ••






l«t t*
114
IM.t«


Stack
Exhaust

















M<>


Heat
Loss



















IMItl «1
                                                                                                                                 For n«rn«ISMp|i4ngolVOC'»lraiNS<)«PMSlupal (LEAD) CtwrtMrfeurg. PA
                                                                                                                                                  I of si ovum n w«n»«M« inn
                                                                                                                                FIGURE G-t 1 MATERIAL/ENERGY BALANCE

                                                                                                                                             FOR TEST RUN 11
                                                                                                                                                M««-OMI
          Notes BOL - Below Detection Level

-------
Stream Number
Description
Inert* (Ib/hr)
VOC's - Dichioroethytone (to/hr)
Trichloroettiylene (Ib/hr)
TetracMoroetiylene (tt>/hr|
Xytene (to/hr)
Otter VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (to/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)


Average Temp (°F)
Specific Heal/Heating Value (Btu/lb)


i
Soil
Feed
lit *4
ft. IJ • It"1
1 •• • It"*
i rt * i*'1
J. 1> • !•''
t l» • !•"'
11.11











• 1
21 n


2
Oil
Intel







in* ••










t%v
MB )l


3
Process
Air
Inlet








III M
1 M








!•!
41 44


4
Infil-
tration
Air








i«* ••
i M








•i
» 14


s
Oil
OuUel







Ml« M










111
Itt 11


•
Soil
Dis-
charge
III.94
1 >« • !•*'




4 J»











1M
«l f*


7
Off-
Gas
Dis-
charge

i.n » w"1






114 «t
11 '•







41.
144
Itl.ll


•
Stack
Exhaust


















u»



1
Heat
Loss






















                                                                                                                     Fo* That mri Slftp9*naolVOC'i Irom SoriPikM Study
                                                                                                                                                     PA
                                                                                                                     FIGURE Q-1J  MATERIAL/ENERGY BALANCE
                                                                                                                                  FOR TEST RUN 12
                                                                                                                       Non*
                                                                                                                       11 /IS
                                                                                                                                    2711 01-11
Notes. BDL - Below Detection Level

-------
o
 I
Stream Number
Description
Inerts (Ib/hr)
VOC'S - Dichloroelhylene (Ib/hr)
Trlchloroethylene (Ib/hr)
Tetrachloroelhylene (Ib/hr)
Xylenc (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
OH (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate flb/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Tntal &£«•• flh/Krl

Average Temp (°F)



Heat Rale (Biu/nr)
1
Soil
Feed
!»• It
4 41 » It"7
1 11 « IB '
> I* • 1t"J
» tl « It" '
) If • It"'
tt. 17











U




2
Oil
Inlet







411*. 14










4W




3
Process
Air
Inlet








Itl. M
1 tt








It




4
InDI-
tration
Air








lit M
1.4*








»t




5
Oil
Outlet







4JJ» 14










I4f

J«> 1


6
Soil
Dis-
charge
itt.it

* II » !•"'

• a] « !•"'
I 	 *
• l«











14T

'


7
Ofl-
Gas
Dis-
charge


• !• • 1»~'

4 •• • I**1
1 M • !•" '


IT! M
It »•








llf




•
Stack
Exhaust


















it)*




•
Heat
Loss























                                                                                                                                  For Tb«rm.«l SMppIng ol VOC't from SoH PMM SdMty

                                                                                                                                  Al LM«rli«nny Army D«pOl (LEAD) Chambwsburg PA
                                                                                                                                 FIGURE Q-13  MATEIMAL/ENEROV BALANCE

                                                                                                                                              FOR TEST RUN 13
                                                                                                                                                2?tl 01 II
           Notes BDL - Below Detection Level

-------
Stream Number
Description
towns (Ib/hr)
VOC's - Dichkxoetiylene (to/hr)
Trichkxoetiylene (to/hr)
Tetrachtoroetiylene (Ib/hr)
Xytene (Ib/hr)
Ot>er VOC's (Ib/hr)
Moisture (Ib/br)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
TVifal A4tt«« /Ih/hrk

Average Temp (°F)
Specific Heal/Heating Value (Btu/lb)
Heat Rale (Blu/hr)
1
Soil
Feed
111 »»
T *l » I*''
1 1* • I**1
J.It • It"1
I.M a !•'*
• l» • J0'1
1* •)











)t
If »0
UM kO
2
Oil
Inlet







•111 JJ










4*»
III •*
1 )0«TI 1 M
3
Process
Air
Inlet








2M.M
J %•








ir
II tl
«• 12 t»
4
mill-
(ration
Air








no «•
a *;








IT
II II
ft 4* •*
S
Oil
Outlet







41I» »










441
Ml »*
IIITMt 54
6
Soil
Dis-
charge
Hi ii
1 II m !•'*

MM.

1 M m U"*
• IS











141
t».7>
l*»*l *T
7
OK
Gas
Dis-
charge

> M • !•"'

>. »• • !•'*

4.M • I**1


41* ••
IS.lt








Itl
12* «•
SttM 41
•
Slack
Exhaust


















I«2T


9
Heal
Loss




















llt>»* •!
                                                                                                                           For TlwiMl Skipping ol VOC't fcom Soil Prfol Smtfr
                                                                                                                           At L««trh«nnyArmyO«pot
-------
O
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dlchloroetiylene (Ib/hr)
Trichlofoethyteoe (Ib/hr)
Tetrachtoroelhylene (Ib/hr)
Xytene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate flb/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)

loiai Mass (ro/nr)
Average Temp (°F)
SpecHIc Heat/Healing Value (Btu/fo)
Heat Rate (Btu/hr)
1
Sod
Feed
lit II
1 51 • I*"1
1 tl • I*"1
1 II • It'1
1 It • It"1
t If • It'1
II. tt











« tl
It It
lt*t IT
2
OH
Intel







ITU •!










ui
HI II
i mf?t M
3
Process
Air
Inlet








Itl.M
I.«








11
II 1)
tttt tt
4
Infil-
tration
Air








Itt.M
I 11








T»
II »•
Mlt It
5
OH
Outlet







DM t]










IK
l«. M
ii>7i«t t)
6
Sotl
Dis-
charge
11* «i

1 t« H It'*
• >* • It" '
f «T • It*4
1 *1 • It'4
1.4t











lt»
M.lf
tTt« It
7
Off-
Gas
Dis-
charge


4 tt • It'1
J.«4 • It"'
I It • It'1
t tt • It'1


ITt tt
11 It








ItT
HI. 11
•!•*«. 11
•
Stack
Exhaust


















tttt


9
Heat
Loss




















Hint 51
                                                                                                                                   For TtMrrMlStrippingolVOCtlromSodWkHShirty
                                                                                                                                   At t»««ek«ooy Army O^xM (LEAD) ClwnlwrAufg PA
                                                                                                                                  FIGURE Q-15 MATERIAL/ENERGY BALANCE
                                                                                                                                               FOR TEST RUN IS
                                                                                                                                     11 IK
                                                                                                                                                     1 01 II
            Notes BOL • Below Detection Level

-------
o
 I
Stream Number
Description
Inert* . (K>/hr)
VOC't - Dichloroelhylene (Ib/hr)
TricMoroelhytene (Ib/hr)
TetoacMoroetiylene (Ib/hr)
Xytene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (to/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total MUM llh/hrt

Average Temp (°F)
Specific Heal/Heating Value (Btu/lb)
Heat Rate (Blu/hr)
1
Soil
Feed
l« M
1 1* • It"'
4 1* a !•*'
I It • It'1
1 •« • It*1
1 M • It'1
•i at











*»
If II

2
Oil
Inlet







**»«. *»










«U
J U M

3
Process
Air
Inlet








!•> •*
I.It








II
«.«!

4
Intil-
lra(ion
Air








115 ••
1,1V








Tl
J» »*

S
Oil
Outlet







1M4.IS










>>l
lit •)

6
Soil
Dis-
charge
Hi »«
m.
•w.
ML
I » > !•"'
ML
» !•











1*4
» II

7
0«-
Gas
Dis-
charge

I.U • It'1
f.lS • It'1
l.»t • It'1
l.tt • It*'
t.M • lt~*


• 21 M
lf.lt








lit
III. t«
••At* IT
•
Slack
Exhaust


















UJI


•
Heat
Loss




















S4«l) «l
                                                                                                                                          for Thermal Stripping of VOCt Worn Sorf Pihx Sludv

                                                                                                                                          Al L«tl«fk«nny Army 0«pol (IE*D» Ch»mb4Hi*>otg. PA
                                                                                                                                                             |
-------
o
 I
Stream Number
Description
Inerts (Ib/hr)

vuo s - uicnioroemyiene (io/nr)
TrichkHoelhytene (Ib/hr)
Tetrachloroethytene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Tnlttl &£••• fttl/hrl

Average Temp (T)
Specific Heal/Healing Value (Btu/lb)

Heat Raw (wu/nr)
1
Soil
Feed
It* *l
-1

1 T» • It"'
i 	 '
l.M » It"1
-
M. IT











«•
l» T»


2
Oil
Inlet








44lt • »










4«t
ll» «•


3
Process
Air
Inlet









l<> M
l.lt








I)
»l •*


4
Infil-
tration
Air









XI M
1 M








Tl
II •*


5
O»
Outlet








44lfl) IT










1T«
It5 14


«
Soil
Dis-
charge
114 *l


•n.
moL
I.I) • !«"*
•OL
• . n











15*
M 41


7
Ofl-
Gas
Dis-
charge

,j

1 T» • It/1
a 14 * !•*'
1 M » I*"1
•DR.


• 4*.tf>
11. 4t








!*•
111. II


•
Stack
Exhaust



















!(••



9
Heat
Loss























                                                                                                                                   For TtwnMl Shipping olVOCifcom So* foot 9iu*i

                                                                                                                                   Al l«fl»rti»n-i» Amy DxxMflEADt »«n*wjbu
-------
I
-4

X)
Stream Number
Description
Inerts . (Ib/hr
VOC's - Dichkxoetiylene (Ib/hr
Trichloroetiytene (Ib/hr
Tetrachloroetiytene (Ib/hr)
Xylene (Ib/hr)
Of»er VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)
Average Temp (°F|
Specific Heat/Healing Value (Blu/lb)
Hnal RA!A /Rtn/hrl

1
Soil
Feed
1*1. M
1 M • II"
1 14 • l« '
J •> « II"
I.M • II*'
J II • !•"
11.41









414 tl
14
II 14


2
Oil
Inlet







4IIJ 41








41 It 41
11)
III 04


3
Process
Air
Inlet








1IJ M
)-!•






m ii
in
11.14


4
Infil-
tration
Air








111 M
1 M






j«.n
il
14.41


s
Oil
Outlet







4'lJ.tl








«1I> tl
]•!
Ill *1


•
Soil
Dis-
charge
!•!.!%
T.tl * !•"

1 «t • I*"1
*.M • I*"1
9.M m lit'1
» %»









)•• 14
111
11 I*


7
Off-
Gas
Dis-
charge

1 M • I**1

a t» » i**1
I.M • I**1
1 M « !»"'


41) ••
11 *•






444 »l
144
lll.l«


•
Stack
Exhaust

















14*4



t
Heat
Loss





















                                                                                                                                      Fot rowm* Sttippmg ol VOC'« fcom Sod PikK Skudy
                                                                                                                                      At t«N*rlt«mnyArmyO«po<(L£AO| OwmbttstNUg PA
                                                                                                                                                          f SI CHtSUn PtMMSViVAMA )«1M

                                                                                                                                                            .1 >t)«U

                                                                                                                                                            M tl »*»
                                                                                                                                      riGURE O-14 MATERIAL/ENERGY BALANCE
                                                                                                                                                   FOR TEST RUN II
                                                                                                                                                      2MI-OI-1I
           Notes: BOL - Below Detection Level

-------
o
 I
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dichloroethytene (Ib/hr)
Trichloroettiylene (Ib/hr)
Telrachloroelhylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Particulate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr]
Carbon Monoxide (Ib/hr]
Propane (Ib/hr]
Total Mass (Ib/hr)
Average Temp (°F]
Specific Heat/Heating Value (Btu/lb)

Heal P>8te (Btu/hr)
1
Soil
Feed
ItS 1*
4-«t • It'*
t t» • It"*
1 « • It'^
1MB It' '
1 «r P It'1
14 4t









] 1! 41
It
It 41


2
Oil
Inlet







•ni »








•Itt U
»«
M» »•


3
Process
Air
Inlet








17* M
I M






m M
i»
•> 11


4
Infil-
tration
Air








It* ••
1.4t






Itt.4t
tl
11.14


s
OH
Outlet







»j»i it








•1*1. it
»4t
I*< tt


6
Soil
Dis-
charge
IM U

1.*) • It-'
I 9* m It"1
l.»5 « It "*

1 ^»









l««.*t
41%
It.tt


7
on-
Gas
Dis-
charge


4 tt • It**
•«,
1 \» m It'1



IT* *•
I* It






4M It
114
1*0 tt
*t>M It

1
Stack
Exhaust

















itti



9
Heat
Loss





















                                                                                                                                         For Tlwrm*ISMp|»*n»olVOC'tfromSoNWWShidy

                                                                                                                                         At l«n«cfc»ooy ArmyO»pOt|UAD) Chambvrsburg PA
                                                                                                                                                           I wisi CMtsitft *t wenvMtw i
                                                                                                                                        FIGURE G-1«  MATERIAL/ENERGY BALANCE

                                                                                                                                                      FOR TEST RUN 1*
                                                                                                                                           Noftt
                                                                                                                                           11/85
                                                                                                                                                        2781-01 II
           Notes BDL - Below Detection Level

-------
 i
KJ
O
Stream Number 123454711
Description
Inerts . (Ib/hr)
VOC's - Dichloroethylene (Ib/hr)
Trichloroelhylene (Ib/hr)
Telrachloroelhylene (Ib/hr)
Xylene (Ib/hr)
Ottier VOC's (Ib/hr)
Moisture (Ib/hr)
Oil 1 M
1 tt






|l«.*t
*«
kl.ll
10 111 0*
Infil-
tration
Air








a i i . ot
1. 11






no 11
•j
II 21
40*0 M
Oil
Outlet







«>«> Je








4MV I*
5)1
m.'«
mmi tl
Soil
Os
charge
111 41
ML
fr.21 « It*1
ML
1 It H It*'
4 *4 m It*5
• .II









111 4«
• IS
• 5 21
imi j*
OH-
Gas
Dis-
charge

4 M . 1. *
2.W « I*"*
•Ot
1 •• l It* '
I.JO • It**


1*4) 00
J» 00






411 41
lit
124 41
12M1 11
Slack
Exhaust

















)«»•


Heat
Loss



















tMIO II
                                                                                                                                         For Tlwmd Stripping ol VOC'i hom Soil PikX Study
                                                                                                                                         Al LMMrkcnny Army Depot (LEAD) Crtwnbwibura PA
                                                                                                                                                           • •MSIONiMr

                                                                                                                                                           |««$1 CHtSlIM rflMSVtVAM* ItMO
                                                                                                                                        FIGURE G-20  MATERIAL/ENERGY BALANCE
                                                                                                                                                      FOR TEST RUN 20
                                                                                                                                      *•»  Non«    \r*vu
                                                                                                                                                        2MI-OI II
          Notes: BDL - Below Detection Level

-------
o
 I
K)
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dichloroethylene (Ib/hr)
Trichloroethylene (Ib/hr)
Tetrachloroethylene (tt>/hr)
Xytene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Participate (tb/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)


Average Temp (°F)




1
Soli
Feed
112 M
MIL
I 1. . ..-*
•W.
* H • It'*
i •! • IB" '
41 «*











Tf




2
Oil
Inlet







•444 «0










411




3
Process
Air
Inlet








Iff M
I. It








]••




4
Inlil-
Iration
Air








«4 M
« M








14




5
Oil
Outlet







««44 ««










S«l




6
Soil
Dis-
charge
in i»
MM,
I.I) « !•"*
KM.


1 It











4)1




7
OH-
Gas
Dis-
charge

•OL
•M.
•«.




<>'.»
«> 1*







4I4.II
I«l




8
Stack
Exhaust


















i«t*




•
» i 	 *
• rOtil
Loss























                                                                                                                                  For nxxm
                                                                                                                                  Al t«t»*ti«in» AtmyO«poiaEAO) Ch»n*enbuig PA
                                                                                                                                                r>»  nit« a u«
                                                                                                                                  FIGURE G-21  MATf RIAL/ENERGY BALANCE

                                                                                                                                               FOR TEST RUN 21
                                                                                                                                 ««•  Non«     *"»•<
                                                                                                                                                    1-01-
         Notes  SOL - Below Detection Level

-------
O

KJ
K)
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dichloroettiylene (Ib/hr)
Trichloroelhylene (Ib/hr)
Tetrachloroethylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Tnlal Ma«« flh/hrt

Average Temp (°F)
Specific Heal/Heating Value (Btu/lb)
Heat Rate (Blu/hr)
1
Soil
Feed
1*1 J*
•OL
1 It * !•'*
1 »• H It"*
t II . 1*'
1 »• • 1»"
14 »«











II
ai a*
<*** u
2
Oil
Inlet







4*11 tt










419
I1V 21
II4|1'4 14
3
Process
Air
Inlet








Ul M
J.»t








lit
t* tl
10*11 Ol
4
Infil-
tration
Air








1*1 M
4. 14}








ft
»» M
102 '1 \l
S
Oil
Outlet







4111. »4










«•«
111. 14
10*1 l*» 4)
. •
Soil
Dis-
charge
141. Jt
ML
J II • l« '
!.»• • !•"*
l.JI M !•"*
!.•< • !•'*
• I*











lift
11.14
• lit M
7
O«-
Gas
Dis-
charge

•M.
•M.
•M.
t. M • !•"'
I.M . ..-'


411. ••
ll.lt








lit
Il4.il
42 m ft
I
Slack
Exhaust


















ii»


I
Heat
Loss




















51)44 51
                                                                                                                                     For Thwmai Skipping ol VOC't fcom Soil PikM Study
                                                                                                                                     Al LMMrh«nny Army D4>pol (IEAO) Ch«m6«fibo.g PA
                                                                                                                                     FIGURE Q-22 MATERIAL/ENERGY BALANCE
                                                                                                                                                  FOR TEST RUN 22
                                                                                                                                        None
                                                                                                                                        11/IS
                                                                                                                                                     am 01-11
                                                                                                                                                                 10.*—4JN
          Notes. BOL - Below Detection Level

-------
o
 I
K)
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dtchloroethylene (Ib/hr)
Trichloroethylene (Ib/hr)
Tetrachloroelhytone (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Particulate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)

i otai Ma 99 fio/nr)
Average Temp ("F)
Specific Heat/Heating Value (Btu/lb)
Heat Rate (Btu/hr)
1
Soil
Feed
»4 II
» Tl • It"'
1 « • lt"%
1, « • It'4
• 31 V It"1
1 »« • It"'
It.tl











•«
11 7*

2
Oil
Inlet







44 It »»










411
m.ti

3
Process
Air
Inlet








IM.M
1 It








IN
tvti

4
Infil-
tration
Air








iti •*
> •»








• I
IT «•

S
Oil
Outlet







4IM.1I










«!•
191 *4

6
Soil
Dis-
charge
t4.lt
* Tl • It"1
1 M » It"'
1 « * It"*
1. It • It"'

t. Tt











HI
41 01

r
Off-
Gas
Dis-
charge

tot.
•04.
tOL
« M • It"1



nt.tt
11.41








I'l
Itt Tt

•
Stack
Exhaust


















Kll


t
Heat
Loss




















191*1 11
                                                                                                                                         Foi TbtxiMl Stripping o!VOC'llromSa«Pllal Study

                                                                                                                                         At Itmocktmo, Afmy O*>pol aCAO) Ch»n*.>.*>o.9 PA
                                                                                                                                        FIGURE G 23  MATEIWAL/CNEIIQY BALANCE

                                                                                                                                                      FOR TEST RUN 23
                                                                                                                                       °~   I1/8S
                                                                                                                                                         2MI-01-11
           Notes BDL - Below Detection Level

-------
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dichloroethylene (Ib/hr)
Trichloroelhylene (Ib/hr)
Telrachloroethylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Tnlal Mace (IK/hrk

Average Temp (°F(
Specific Heat / Healing Value (Btu / Ib)


1
Soil
Feed
m •)
1 It • !•'*
J tt » It'2
».•> • li J
1 *• « !•* '
' *l > It'1
J* »1











hi
IT |*


2
Oil
Inlet







»M» Si










1V1
140 «f


3
Process
Air
Inlet








!•••••
• 14








«»
Jl 11


4
Infil-
tration
Air








)«4 M
l.ll








4ft
II 11


s
Oil
Outlet







till It










1»)
114 II


•
Soil
Dis-
charge
iii.ii

ft. 14 • !•'*

1 41 . II"*

4.14











141
II 14


7
OH
Gas
Dis-
charge


1.14 . II" '

J 11 k ll"1



414 II
1» 41








III
II 41


•
Slack
Exhaust


















III!



•
Heal
Loss






















                                                                                                                               Foi Thermal Stripping ol VOC'ft fcom Soil Pttol Study
                                                                                                                               At L«IMrli«nny Army O^KM (LCAO» Chamb«r9tHjfg PA
                                                                                                                                                     I CMf SUM l**#«$nvM*A 19WO
                                                                                                                                                       Jit *M MX
                                                                                                                               FIGURE O-24  MATERIAL/ENERGY BALANCE
                                                                                                                                             FOR TEST RUN 24
                                                                                                                                  Nona
                                                                                                                                  II/S5
                                                                                                                                               22*1-01-11
Notes BDL - Below Detection Level

-------
                                                                                                                                         1
O
 I
ro
Ln
Stream Number
Description
Inert s (Ib/hr)
VOC's - Dtchloroelhylene (Ib/hr)
Trichloroethylene (Ib/hr)
Tetrachloroelhylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)
Average Temp (°F)
Specific Heat/Heating Value (Btu/lb)

Heal Rate (Btu/hr)
1
Soil
Feed
1)1 4 1
t.ll • It
1 «1 • It*'
• /• • It'1
• 4» . !•"
1 tt • It"
ltj.»4









IT4 *t
It
1 1 a*


2
Oil
Inlet







1MI 10








1*01 It
1*1
MO »>


3
Process
Air
Inlet








m.oo
!.]•






1*0.10
<)
II tl


4
Infil-
tration
Air








2*1 ft
1 «•






tit tl
• 1
11. 14


5
Oil
Outlet







«»i 10








1MI 11
!••
1 M.M


•
Soil
Dis-
charge
i«i «>
1 Of • 10* '
1 17 • 10* *
in . 10"'
1 «1 • 10"*
1 It • I0~*
1.11









100 00
MO
tl.SI


7
ow-
Gas
Dis-
charge

4 10 . 10 '
1 00 • 10"'
0 04 • 10"'
i.ll • 10*'
1 41 • IO'1


401.00
10.40






400.0*
III
01 04


•
Stack
Exhaust

















1014



»
Heat
Loss





















                                                                                                                                        For Thojrrml Stripping ol VOC'i tram Son PiMSIuoV
                                                                                                                                        At l«n*rli*nny Army Depot (LEAD) CrwmbOfjDurg PA
                                                                                                                                                           IWVSTONWAV
                                                                                                                                                       fi! .71 MII CMUIW «n«nv«x« I
                                                                                                                                                                l»oo>'m
                                                                                                                                                            nu>nuo>
                                                                                                                                       FIGURE 0-25  MATERIAL/ENERGY BALANCE

                                                                                                                                                     FOR TEST RUN 25
                                                                                                                                           N00«
           Notes BDL - Below Detection Level

-------
Stream Number 1234567*9
Description
Inerls . (Ib/hr)
VOC's - Dtchloroelhyfene (Ib/hr)
Trichloroethylene (Ib/hr)
Telrachloroetiylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)
Average Temp (°F)
Specific Heat / Heating Value (Bin / Ib)
Heal Rate (Btu/hr)
Soil
Feed
UI.14
4.»1 * I0~
1 11 Ji !•'
1 H • !•*
l.ll • !•"'
l.»4 • !•*
11.14











h4
1% II


Oil
Inlet







«4» J«










Jtt
144 10


Process
Air
Intel








1*1 M
1.2*








»•
JI 02


Infil-
tration
Air








>4» ••
1 »»








»•
) 1 4)1


Oil
Outlet







*I4*.J4










III
1 It ••


Soil
Dis-
charge
111.14

1.14 • It'1



4.11









11) It
141 II
ll.il


Off-
Gas
Dis-
charge


).» • !•"'


1 14 . ,.->


44*. e«
/« ••






4tfi W
11*
)I l«


Slack
Exhaust

















U4*


Heat
Loss



















l»*t* «4
                                                                                                                               fo> Thwmal Sbtpfxng ol VOC't fcom Soil PiKM Study
                                                                                                                               Al l«fl4Hk«ony Aimy Depot (LEAD) ClUMntwobutg. PA
                                                                                                                                                  |MSt CMfSltM Pt*wfi
                                                                                                                                                      E lit Ml MM
                                                                                                                                                  "HIM HUM
                                                                                                                               FIGURE O-tt  MATERIAL/ENERGY BALANCE
                                                                                                                                             FOR TEST RUN M
                                                                                                                             vx»   Non*     |>iMiO»«iia»
                                                                                                                                               2211 01 II
                                                                                                                                  II/U
Notes BDL - Below Detection Level

-------
                                                                          J    —1
O
 I
to
Stream Number
Description
Inerts (Ib/hr
VOC's - Dichloroethylene (Ib/hr)
Trichloroethytene (Ib/hr;
Tetrachloroettiylene (Ib/hr]
Xylene (lb/hr|
Olher VOC's (Ib/hr)
Moisture (Ib/hrj
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Paniculate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (fc/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Tntnl Ma«« tlh/hrl

Average Temp (°F)
Specific Heat/Heating Value (Blu/fb)
HM| Ruin IRtn/hrl

1
Soil
Feed
u» ••*
MM.
1 »• • !•''
i 41 * l«~*
4 It « It"1
tfX.
I*. >*











it
1* ••


2
OH
Inlet







!•)• U









""
«l
141.14


3
Process
Air
Inlet








14* ••
• «l








»•
Jl 41


4
Infil-
tration
Air








l>« M
1 II








>•
>1 41


s
Oil
Outlet







It?* U










!•>
>»• 7]


6
Soil
Dis-
charge
i>« if
•n.

4 ft • It'^

km.
t *i











14i
11 11


7
Off-
Gas
Ois-
Charge

MK.

t 45 • I**1

•04.


115. ••
1^ M







m.«
!*•

                                                                                                                                    FIGURE G-27 MATERIAL/ENEMY BALANCE

                                                                                                                                                 FOR TEST RUN 27
                                                                                                                                       1I/8S
                                                                                                                                                    2?8I 01
          Notes BDL - Below Detection Level

-------
 i
NJ
00
Stream Number
Description
Inerts (Ib/hr)
VOC's - Dichlofoethyiene (Ib/hr)
Trichloroeftylene (Ib/hr)
Tetrachloroethylene (Ib/hr)
Xylene (Ib/hr)
Other VOC's (Ib/hr)
Moisture (Ib/hr)
Oil (Ib/hr)
Air (Ib/hr)
Water Vapor (Ib/hr)
Participate (Ib/hr)
Hydrochloric Acid (Ib/hr)
Carbon Dioxide (Ib/hr)
Oxygen (Ib/hr)
Carbon Monoxide (Ib/hr)
Propane (Ib/hr)
Total Mass (Ib/hr)
Average Temp (°F|
Specific Heat/Healing Value (Btu/lb)


t
Soil
Feed
ti »*
I. 11 • 14"*
«. 14 • !•*'
>.»! • !•"'
t.n • 14" '
4.M • !•'*
IT »t









l«t 1«
tr
It »


2
Oil
Inlet







1111 41








till 41
5)1
114 It


3
Process
Air
Inlet








111 ••
1 M






1 1* 04
It
It II


4
Infil-
tration
Air








jn t«
i it






ii« if
i«
?«.>*


S
Oil
Outlet







mi.ti








im.ti
»M
1»7 14


6
Soil
Dis-
charge
II 4S

I.It > li"*
m
•a.

• .Of









tl '4
lit
fl »*


7
Off-
Gas
Dis-
Oharge


4 It . !«"'
I.JI • 1C"1
V It • I*"1



l>> »
34.10






l»).lff
1*4
141.41


I
Slack
Exhaust

















I4»l



•
Heat
Loss





















                                                                                                                                       fw Th»m»ISliippMiflo( VCX; tfcomSwl Pool Study
                                                                                                                                       Al UnwfcMwy A>my Otpol (LEAD) ClumlM»bu
-------
                          APPENDIX H

                       SUPPLEMENTAL DATA

   Table H-l  Moisture content in the processed soil.

   Table H-2  Mass flow rate of feed soil and processed soil.

   Table H-3  Comparison of total VOC's as measured by the CEM
              system and GC/MS analysis.

   Table H-4  Summary of MM1 data from Test Run 2
              (6 August 1985)

   Table H-5  Summary of MM1 data from Test Run 4
              6 August 1985) .

   Table H-6  Summary of MM1 data from Test Run 5
              9 August 1985) .

   Table H-7  Moisture content in the air discharge stream.

   Table H-8  Temperature of the air discharge stream.
6060A

-------
                H.  SUPPLEMENTAL DATA

                H.I   Moisture  content  of  processed  soils.   The  moisture
            content  in  the  processed  soil  varied  with  changes  in  the
            operating  conditions.  The  moisture  content  of   the  processed
            soils  is  shown,  in matrix format, for  all  operating conditions
            in Table H-l.

                H.2   Mass flow  rate  of soils.  The  mass flow  rate  of the
            feed and processed  soils  were monitored regularly during the
,—          pilot  study.  As expected,  the  mass  flow rate  of the processed
1           soils  varied  with  changes in  the  operating  conditions  and
            moisture  content  in the soil.  The mass  flow rates  of  the feed
            and  processed soil streams are summarized in Table H-2.

                H.3   VOC  concentrations in off-gas manifold  as determined
            by  continuous  emission monitoring (GEM)  system and  mobile mass
            spectrometer.   In addition  to  the  laboratory GC/MS  analyses,
(     .      two  other  modes of analysis were used  to analyze the discharge
            gas  in the three legs of the manifold system:   1)  a  CEM system,
            and  2}  a  mobile  mass spectrometer.  The  CEM system  utilized
(            portable   field   instruments   to   measure   the   gross   VOC
            concentrations  in  the linear range  from 1 to  600 ppm relative
            to   the  calibration   gas   (benzene).   An  AID  photoionization
            detector  was  used  during  Test Runs  1  through 11.  An  OVA was
',            used during Test  Runs  12  through 23,  and test runs  25  through
            28.  A  summary  of  the gross VOC  concentrations  as  measured by
            the  CEM system is shown for each manifold leg  in  Table  H-3. For
r-          comparison,  the total VOC  concentrations as detected by GC/MS
            techniques  are also  given. As   shown,   the  average  deviation
            (i.e.,  100%  x  [1   -  (GC/MS)/CEM])   corresponding  to  the  AID
            detector was SB.93  percent.  The average deviation corresponding
f           to  the OVA was  54.00 percent. The  large variance  between the
 ..;          VOC's  measured  by the CEM  system and  GC/MS  analyses  indicates
            that the  portable  monitors  are not  adequate  to  accurately
f -          quantify VOC's  in  the  air  stream. The  portable  instruments are
'            far  less  sophisticated  analytically and extreme precision  is
            not  expected. However, analysis of Table  H-3  indicates  that the
            instrument  readings   are   generally   in   the   same  order  of
i            magnitude   as   the  GC/MS   results.   The  portable  monitors,
            therefore,  can be  used to obtain real-time estimates   of  VOC
            emissions in the air discharging the  thermal processor.

'               A  Bruker  MM1  mobile  mass  spectrometer  was   also  utilized
            during  Test  Runs  2,  4,  and 5 conducted on  6  August  1985,  8
            August  1985,  and  9  August  1985,  respectively. The MM1 was used
            to  qualitatively  identify  VOC's  in  the  discharge  air  stream.
            The  data generated  by  the  MM1  during  Test Runs 2, 4,  and 5 are
            shown in  Tables H-4 through H-6.   The MM1 identified only those
                                          H-l
           6060A

-------
               I. AMMwrt Air Mri T
i
K>
                  60
                  90
                          390
                          450
                          300
                                                  100
                                                  OtO
                                 TABLE H-1  MOISTURE CONTENT IN THE PROCESSED SOIL
                                           (PERCENT BY WEIGHT)

-------
I. Ambtonl Air InM T*mpt»*tur*
     75
    90
            Fwd
            PtOCMMd
            ProcnMd
            ProcmMd
            ProcctMd
            PlOCMMd
            FMd
            PfOCMMd
                        14463
                        1M7S
                        1744*
                        16086
                        15510
                        13736
?04St
taiso
10924
91 74
    Not •vlluilsd
                                TABLE H-2  MASS FLOW RATE OF FEED SOIL AND PROCESSED SOIL
                                             (WET BASIS - LB/HR)

-------
    TABLE H-3.
       COMPARISON OF TOTAL VOC' S AS MEASURED BY THE CEM
       SYSTEM AND GC/MS ANALYSES (PPM BY VOLUME)
             CEM system
Test
run
Mani-
fold
  1
Mani-
fold
  2
Mani-
fold
  3
    GC/MS
  Analyses
Afterburner
   inlet
Deviation
Between CEM
System and
GC/MS Analyses
  (percent)
I.  Phase I Test Runs
        AID
1
2
3
4
5
6
7
8
9
10
11 '

5
768
6
3
831
768
3
368
365
1,240
437

5
812
8
3
809
695
2
484
390
1,320
426

5
778
24
3
800
592
2
707
325
1,200
381

<1
704
7.7
1.1
936
1,122
519 (7,
206
515
3,620
519
Average
80.00
10.43
39.21
63.33
15.08
63.80
314.29)*
60.36
43.06
188.83
25.16
58.93
'B. OVA
12
13
14
15
16
17
IS
(Average
331
117
167
550
399
142
17
OVA Devi
494
133
202
607
537
157
17
ation -
477
122
130
533
576
115
17
Phase
426
88
258
544
503
196
5.3
I Test Runs:
1.84
29.03
55. 11
3.43
0.20
42 .03
68.82
28.64)
•Excluded as outlier
                              H-4
6060A

-------
               TABLE H-3.   (Continued)


GC/MS


Analyses

Test
run
Mani-
fold
1
Mani-
fold
2
Mani-
fold
3
CEM system
Afterburner
inlet
Deviation
Between CEM
System and
GC/MS Analyses
(percent)
            I.  Phase II Test Runs

               A.  OVA
            19
            20
            21
            22
            23
 2.4
 2.0
 1.6
 3.6
10.8
3.6
4.2
3.5
3.4
9.6
5.2
5.3
7.6
3.6
3.8
 70
 54
100
 44
 39
94.67
92.90
96.77
84.39
79.32
            (Average OVA Deviation -
                Phase II Test Runs:           89.41)

                            Average  54.00 percent
r
                                          H-5
            6060A

-------
     TABLE H-4.  SUMMARY OF MM1 DATA FROM TEST RUN 2 (6 AUGUST 1985)
Tarqet Compounds
Number 1,2-Di- 1,1,1-
of deter- chloro- Trichloro-
Manifold minations ethene ethane
Baseline1
1
2
3
1
2
3
1
2
3
Baseline1
1
3
1
2
3
1
2
3
1
2
3
Baseline1

6
3
5
4
6
3
3
2
4
3
3
2
6
2
3
3
4
5
3
3
2

3
4
4
4
4
4
4
4
5
4
3
4
5
4
4
4
5
4
4
4
4
4
3
.0-3
.3-5
.7-5
.3-4
.6-4
.1-4
.3-4
.3-4
.1
.8-4
.3-4
.5-4
.1
.4-5
.7-5
.9-5
.0-5
.7-4
.7-4
.6-4
.9
.5-4
.9-4
.9
.0
.0
.9
.8
.9
.5
.7

.9
.0
.8

.4
.0
.3
.2
.9
.9
.9

.8
.8
2.9-3.7
4.1-5.0
4.8-5.0
4.8-5.0
4.4-4.9
4.1-4.8
4.2-4.4
4.3-4.9
4.9
4.7-4.8
2.5-3.9
4.5-4.8
4.9-5.0
4.4-5.0
4.5-4.8
4.9-5.3
5.1
5.0-5.1
4.8-4.9
4.4-4.9
4.9-5.0
4.8-4.9
3.9-4.0
(arbitary log units)
Aliphatic
hydro-
carbons
3





4
4
5
4
4
4
5
4
4
5
4
4
4
4
5
4
4
.6-4.5
.4-5.2
.9-5.3
.9-5.3
.8-5.1
.4-5.0
.7-4.8
.4-5.0
.0-5.1
.8-5.1
.7-4.8
.0-4.8
.2-5.3
.6-5.1
.2-4.4
.0-5.1
.9-5.0
.8-5.1
.9
.7-5.0
.0
.6-5.0
.8
Chloro-
form

3.9-4.9
4.5-4.9
4.0-4.9
3.7-4.6
3.8-4.6
4.1-4.4
4.0-4.6
4.7
4.3-4.7
	
3.9-4.4
4.8-4.9
3.7-4.5
4.2-4.4
4.7-4.8
4.6-4.8
4.7-4.8
4.5-4.6
4.3-4.6
4.6-4.7
4.4-4.6
3.9
Oichloro-
me thane
2
3
3
3
3
3
3
3

3
3
2
4
3
3


3
4
4


4
.6-3.
.6-4.
.9-4.
.8-4.
.2-4.
.0-4.
.8-4.
.3-3.
	
.9-4.
.3-3.
.9-3..
.5
.5
.2-3.
	
— — —
.9
.0
.0
	
	
.4
2
5
6
7
0
0
0
9

0
5
9


3








'Reading taken in area where process  was  operating  -  represents
 background in that area.
6060A
                                   H-6

-------




in

CO
1
KO
o
i
i
u.
O
ac
1/1
in
eo





—
a
O
>
i.
f
•c
e
u
S
a
t-





I
o c
— «
.c f
e
0 (V
e «
— CL
£ O
5 °~
i
o
1 k *
— JC f.
• u **
k
e
•i
^
X
, i.,
1« k C
U. O «
1— U «J
u
— VI
KB O O
.C k .0
Q.TJ U.
— .C U
<
O
0 C
.c .c
••- Ol
u
i e «,
W k C
k O •>
•*— .c
^- w «l
1 VI
k C
k at e
01 *- —
.001 —
1*3
Zo'i
1
— -o
C r—
•» O
in v CD r* cr co cr in r* to v CM i/> in ^
11 mm mmm 1 mmm mm m m m PI m
I i i i i i i i I I I I II II i
i — m CO CM eo 1 p»mm mm CM e CM o CM CM
mm CMmm mmm mmz zzz Z zzm mmz m PI z 2 z PI
C9 co ^r co ^r ^^ to ^r en ^r co co ^y m CM CM po *•• CM •** CM CM cr eo ^™
i i mm m m m mmm mmm mmm mmm mmm po m CM CM m
ll it ill III III ill i i i ill i i ill
i I coo f» e ro co v m — CM — CM — — CM e er er es er er er er o er co P» er
CMPO CMmm CM mmm mmm mmm m CM CM m CM CM CM CMPICM CM CM CM
CM m «n v to to to m vo to crincr v CM ^ m m in m
!l m PI mmm i mmm mm mmm m mmm m PI m
I i i i i i 1 I i i i i ill i i i i i i i
I CTCM to — in i »ninm m CM m in m m — • e — e CM CM CM m —
CM m CM ^o PO m ^o P*I po po m en PO PO z^ PO «c ro en m ^o po ^i PO z Z PO
i
CMcn^rvtOfM invnuotOinin CM CTPOCM POCM
mm m m PO m mm m PO PO m m m PO po pom
1 I 1 1 1 1 i I I i i i i ill ll
te>»- CM — in er tomv vvv vinm v m — CM CMCMCM — PO PO CM — CM
CMCM mmm CM mmm mmm mmm m mmm mpom popom mmm
ro CM CM co co co co ^r ^i ^r ^r ^r ^ ^T ^ co co co po po po co co co
II III III III II II 1 III 1 II II
CMCM cMmm mmm m mmm mmm mcom m mmm mmm mmm mmm
^^» POCMCM ^yvin — inin ^toin inin in CMPO mvv PO CMCM
ii T i i iiii ii III ii i ii III i ii
ercr — cro in — v e mvv mv^r vvv v ^**CM CMPOPO ^-mm ^erM
F**> ^D m tc CQ ^ c^ ^r cr cr CD ^o ^r oo &* er ^D co ^~ ^^ *ft en er cc ^r ^* ^^ po cs ^>
CM CMmm mmm CM mmm mmm mmm m m m po co m m mmm en m m
i ill ill i III III ill i ill ill ill ill
mm m cr v m co r» co in in v «o m in mmm — e e co CM CM co — CMV e er ^
CMCM CM CM m mcom CM mmm mmm mmm m mmm m en PO mmm m CM m
crin CTtor* cr^o cr — — cr crercr ere v cove inocr — crcr ococr
ll III ill i ill ill ll i ill III ill i i T
vv v — ^ to^co co f*»r*tO mvto v^to cr ^CMin ^cntn mcoso CMO%O
CM CM CMPOPO pococo CM po m PO po co m po m po CM mmm m m PO rococo m m PO
C9 tfi ^t rfi v ^r ^3 CM ^9 co ^r f*o in v ^r co j"i ^ CM ^r co ^o m ^c* uo en m co ^^ ^o po
0* «l
c c
CM CO ^"CMPO ^CMCO VI *• CM PO ^ CM CO — CMCO VI ^CMP". ^ CM CO ^ CM CO ^~ CM PO
ie 
-------
           TABLE  H-6.   SUMMARY OF MM1 DATA FROM TEST RUN 5  (9 AUGUST  1985)



Number Tetra-
Mani- of deter- chloro-
fold minations ethene
3
1
2
3
1
2
3
1
2
3
Baseline1
6
7
5
3
4
2
3
4
5
3
1
3.
4.
4.
4.
4.
4.
4.
4.
4.
4.
2.
7-4.5
2-4.6
1-4.5
3-4.4
1-4.5
5-4.8
5-4.9
6-4.8
7-5.1
9-5.1
9


1,1,1-
Trichloro-
ethene
5.
5.
5.
5.
5.
6.
5.
6.
6.
6.
4.
3-6.0
8-5.9
9-6.2
9
9-6.3
1-6.4
8-6.2
0-6.2
0-6.4
5-6.8
1

Target
Chloro-
form

4.
»•
4.
4.
4.
4.
4.
4.
4.
4.
3.

5-4.9
5-4.9
6-4.9
6-4.7
6-4.8
1-4.9
6-5.0
7-4.9
9
1
compounds (arbitrary log units)
1,2-Di-
chloro-
ethene

4.9-5.4
5.2-5.4
4.8-5.0
4.5-5.3
5.1-5.5
4.9-5.1
5.0-5.4
5.0-5.3
5.4-5.9
ND
Xylenes

4.7-5.0
4.8-5.0
4.9-5.1
4.7-4.9
4.8-5.1
4.9-5.1
4.7-5.2
4.7-5.1
5.0-5.2
3.6
Tetra-
chloro-
e thane

4.4-4.9
4.6-4.9
4.6-4.8
4.2-4.7
4.7-4.9
4.6-4.9
4.5-4.9
4.7-5.0
5.0-5.3
3.5
Tri-
chloro-
ethane
4.5-4.9
4.6-5.0
4.4-4.7
4.7-5^0
4.3-5.0
4.6-4.8
4.8-5.1
4.5-5.1
4.7-4.9
4.6-5.0
ND
'Readings taken in area where process  was operating -  represents  backgound in that
 area.

ND = Not Detected
6060A

-------
                 I. Affiowfit JMf inwi TofnpofMuw
ac
i
VO
                   ThM
                     30
W
                     «0
                              •to
         430

         S40
                              •to
                                                 1M
                     Not *rtlu*Md     >X:¥'1 • PIMM I T«*l Hunt
                                                          1100
                                                                     H. Etovatod Air toM TwnpOTfcm
                                                                         to
                                                                                                       •rc»
                                                          '", I 4»4 * '.
                                                                               •' *> ,
                                                                                                     «M
                                                                                                      144
                                                                                                               1440
                                                                                                               14(0
                                                                                                               1000
                                      TABLE H-7  MOISTURE CONTENT IN THE AIR DISCHARGE STREAM
                                                  (PERCENT BY WEIGHT)

-------
    I.  Ambtont a* Wei temperature
N.  Elevated Air Mel Temperature
X
I
    legend
    Man  Manifold
    ABI  Afterburner inlet
     —  No) elevated
        Phaie I Teel Run*
                                 TABLE H-8  TEMPERATURE OF T^E AIR DISCHARGE STREAM (°C)

-------
compounds  for  which  it  was  mass  calibrated  with  standards;
other  compounds may  have  been present.  Units  on  the  summary
tables   represent   the   logarithmic   intensities   of   ions
characteristic   to   the   target   compounds   (e.g.,   alphatic
hydrocarbons  were  semiquantified  with  ions at  57, 71,  and  85
atomic mass units  (AMU)).  It is emphasized that  since  the  MM1
was  not  calibrated for quantification, and the sampling method
(simply placing  the  probe 2  inches  from the sampling  port)  was
not  quantitative,   the data  can  be  used  only   in a  relative
sense. The  data cannot be converted  to concentrations  in  air.
Further work  is  required to  standardize instrument  response and
establish   sampling    techniques    before   the    logarithmic
intensities can be converted  to  a  relative concentrations.

    H.4   Moisture   content  in  the  air discharge  stream.  The
moisture content of  the air  discharge  stream  was  monitored  at
the afterburner  inlet. The moisture  content of the  combined air
stream is shown for all operating conditions in Table H-7.

    H.5   Temperature  of  the   discharge  air   stream.    The
temperature of the gases discharging  the  thermal  processor were
monitored during each test  run. Temperatures  were  monitored  in
each  leg  of  the manifold  system as  well  as at the afterburner
inlet. Air discharge  temperatures are  summarized in  Table H-8.
                             H-ll
6060A

-------
                           APPENDIX I




                STATISTICAL ANALYTICAL APPROACH
6060A

-------
                           APPENDIX I


                 STATISTICAL ANALYTICAL APPROACH


    Analysis   Techniques.   The  multiple   regression  analysis
reduces the data  to  a  linear  equation,  as discussed  in  Section
9, which  can  be  used  to predict important  response  variables.
The  use  of  stepwise  analysis  allows  the  determination  of
regression  coefficients,  while  interactively  specifying  the
system equations via addition or deletion of singular  variables.

    As with any  statistical tool,  there  are limitations  in the
multiple regression technique; however,  these limitations can be
overcome as discussed in the following subsections.

    In the  case  of a  nonlinear relationship between  the input
variables and  the  response variable,  the alternative  procedures
include:

    (a)  Reduce  the  span  of  the  analysis  of  the  response
         variable until an acceptable correlation is found.
    (b)  Transform the response variable, e.g.,
                        LN(Y)  -a * bnXn
    (c)  Weigh each of the input variables,  e.g.,
         Y - a + b,w»xt + bjWzXit + ... + bnwnxn
    (d)  Use multiple  regression  as  the initial  iterative step
         followed  by  analysis  by  a  different  technique  to
         finalize the correlation.
    (e)  Utilize  the  linear   relationship  in   an  estimation
         capacity  recognizing  there  may  be variance  from  the
         true relationship.

    In order  to  determine  the exact  relationship  between  the
variables over  a useful span,  the  third and fourth  procedures
would  have  to be employed following  each of a  series of trial
operations similar  to  the test  recently completed. This  would
be very  costly and time  consuming  and  is  impractical for this
analysis.

    A  correlation which minimizes  the  variance  from the  true
relationship  could  be  developed  using  the third and  fourth
procedures  to analyze  the data  recorded  from  the   completed
test.  Although  this  procedure  could  extract  some   otherwise
indistinguishable relationships from the data,  it would  be very
time consuming and is also not within the scope  of this project.
                               1-1
6060A

-------
    The method generally  accepted  as  the initial iterative step
is  a  combination of  the  first, second,  and  fifth  procedures,
whereby a  basic  correlation would be developed  followed  by the
determination of  its  useful span. This  data  analysis  is  based
on this method.

    One  advantage  of multiple regression  is  the  ability  to
simultaneously analyze  unlimited  numbers  of  input  variables.
When  computers are  used  to  perform  the analysis  the  number  of
input variables may be  limited by the  software  or  hardware  of
the computer.  WESTON  has  utilized software and hardware  which
can  analyze  all  of  the   test   variables   simultaneously.   A
Tektronix   4054   microcomputer  and   its   associated   plot-50
statistics:  Multiple  Linear  Regression  software  package*  was
utilized to perform the computations  necessary for  the iterative
steps.

    It should be  noted,  however, that  the number  of calculations
required to  solve the equations used in  the analysis  increases
factorially  as  each  additional variable   is  included  in  the
analysis.  Computer time should  be  a  consideration  when deciding
the number of input variables to be analyzed.

    As  the  number of input variables  increases,  so  does  the
probability  of  coincidence  (i.e., an  input  variable may  not
actually be  correlated  to the  response  variable other than  by
coincidence).  While   only   additional   testing   can   prove
correlation by coincidence, this factor can  be discounted  based
on   scientific    judgment   and  adjustment   to    the   response
parameters.

    Final   solution.   Application  of   the  multiple   regression
packages yielded  ANOVA tables,  regression  tables,  and  summary
of successive significance of input variables.

    The ANOVA table includes the following information*:

    (a)  SS - The sum of  squares of the  deviations.
    (b)  MS - The mean square,  which  is  SS/df.
    (c)  df - Degress  of  freedom.
    (d)  F  - The value of the F statistic, such  that
             .F - (Regression SS/df)/(Residual  SS/df).
*Users Manual, Statistics; Multiple Linear Regression,  Plot
 50-4050D04, Tektronix,  Inc., Beaverton,  Oregon,  July 1982.
*A glossary of statistical terms is provided in Table 1-1 at the
 end of this appendix.
                               1-2
6060A

-------
     (e)  Pr  >F -  The  probability that  a  value of  a  random
         variable  having the  F-distribution  takes  on  a  value
         greater than  the  value  of F.  A  value  less than  0.1
         indicates significance  of the F  statistic  and, conse-
         quently,  the  overall system  equations.  Statisticians
         normally  associate a  Pr  >F  value of  less  than  0.05
         with a very significant hypothesis.
     (f)  R-square  - The coefficient  of  determination,  which
         gives a measure  of the  linear association  between  the
         dependent   variable  and  the   set   of   independent
         variables.   The    R-square    value   indicates    the
         significance  of  the model   (or  variable)  where  1.0
         equals 100 percent.
     (g)  Rbar-square  -  An adjustment   to  R-square  for  its
         tendency  to  increase  as the  number  of  independent
         variables increases. The adjustment is
              1  -  ((I res*/(n-p))/< l(Yj-Y)l/(n-l))
     (h)  Root of Residual MS - The square  root of  the residual
         mean square.

    The regression table  includes  the  following  information  for
•each variable coefficient in the regression equation:

     (a)  Estimate - The estimated value of -the coefficient.
     (b)  Standard Error - The  standard error of  the regression
         coefficient estimates.
    •(c)  t - The value of  the t-statistic,  which is, for  each
         estimate:
                    Estimate/Standard Error.
     (d)  Pr  >ABS(t)  - The  probability that the  absolute  value
         of  a  random variable having  the  t-distribution  takes
         on  a  value greater than  the absolute  value of  t.  A
         value  of  Pr  >ABS(t)  of  less   than   O.I  indicates
         significance  of the  t-static and,  consequently,  the
         estimated  value   of  the coefficient.   Statisticians
         normally  associate a  Pr  >ABS(t)  value  of  less  than
         0.05 with a very significant hypothesis.

    The value of the Durbin-Watson statistic can be used to test
whether the residuals are uncorrelated.

    For  each  iterative  step,  both  the  forward and  backward
stepping techniques  are  applied.  The  forward  stepping analysis
allows the statistician  to  select  a variable to be added to the
model,  or  the  Tektronix  4054  will   automatically  select  the
variable which  is  most significant of  those  remaining,  and  add
it  to  the  model. The forward stepping technique  determines  the
marginal  contribution  of  each  variable   added.  The  backward
stepping technique includes  all  of the  selected variables  to
determine  interrelationships between the  input variables and to
calculate an overall system equation.


                               1-3
6060A

-------
    The  iteration  process  was  continued  until significant  and
practical  system  equations   were  developed.  System  equations
were rejected if:

    (a)  The probability that the  hypothesized  equation  was  not
         correct exceeded  10  percent  (Pr  >F  was  not  less  than
         0.1) .
    (b)  The  significance  of the  equation did not  approach  90
         percent  (R-square  did  not  approach 0.9)  or too  many
         variables were required to reach this level.
    (c)  The range of response variables for which a correlation
         could be developed was too small.

    Input  variables  were eliminated  from  the  system equations
based on:

    (a)  Insignificant  marginal   contribution   to   the   model
         determined by  the  R-squared value computed during  the
         forward stepping process.
    (b)  A  high  probability  that  the  hypothesized  variable
         coefficient  was  not  correct  as  determined  by  the
         analysis  of  the t  statistic  of  the  regression  table
         (Pr >ABS(t)).
    (c)  Scientific   and    intuitive   reasoning    suggesting
         alternative correlations  between  the  input  variable  in
         question and the response variable.
    (d)  The coefficient of  the input variable was corrective.

    The  system model  is  a  set of  simple linear equations  which
describe certain system parameters and enable the projection  of
responses to be calculated based on measureable input data.  The
use of  the system model can  vary from a  basis for  an environ-
mental permit application to  becoming  an aid for  system design
or ultimately  a  dynamic model.  The  intended use  of the system
equations for the  purposes of this report  is the  projection  of
system  requirements   to  aid  in future  technical  and  economic
feasibility analyses  of  thermal stripping  as  a  decontamination
method  for soils  contaminated  with  VOC's  as well as  system
design.
                               1-4
6060A

-------
U
r:
                   TABLE  1-1.  GLOSSARY OF STATISTICAL TERMINOLOGY
ANOVA table  -  Analysis  of Variance table. The ANOVA  table pro-
vides a  useful summary  of calculations  about  variability.  It
contains sums  of  squares and mean  square estimates  of  the two
sources of variability (regression and residuals)  and their re-
spective degrees  of  freedom,  the value  of the F-statistic,  R-
square,  Rbar-square,  and Pr >F.

Dependent variable -  The  variable to be  described in terms  of
others in the regression model.

Fitted values - Values of the  dependent  variable  calculated from
the regression equation and existing  values  of the  independent
variables in the model.

Independent variable  - A  variable used,  possibly in conjunction
with other variables,  to describe a  given dependent variable.

Least squares - The  least-squares method  is  a  method of  line-
fitting that determines parameter values  to  minimize the sum of
squares of  the  deviations (lengths  of  the  vertical  line  seg-
ments) from the observed data  points to  the line.

Mean - The arithmetic  average  of a column of  data.

Median - The middle value in  an  ordered  column of data; that is,
the data value half way between  the  top  and bottom.

Missing-data value -  A  numeric  constant  used as  a place holder
for data missing from  the data set.

Mode - The value that  occurs most often  in a  data set.

Model  - A  statistical  equation  that  expresses  the  supposed
(often only approximate) functional  relation  between variables.

Observation - A row of data in a data file.

Outliers - A pair  of  values  being plotted is an outlier if the
value for one of  the  variables  falls outside a  specified number
of  standard  deviations  from   its  mean.   (Outliers  for an  index
plot are defined only  on the  variable for the y axis.) More gen-
erally,  any discrepant value.

Pr  >ABS(t)  - The probability  that the absolute value of a random
variable having the the  t distribution  takes on  a value greater
than the value of the  t statistic calculated as part  of  the re-
gression table.


                              1-5
6060A

-------
                    TABLE  l-l.   (Continued)
Pr >F - The probability that a random variable having the F dis-
tribution takes on a value greater than the value of  the  F sta-
tistic calculated as part of the ANOVA table.

Predicted value - The value of the dependent variable calculated
from the regression  equation  and new values of  the  independent
variables in the model.

Probability plot - Values of a variable plotted on a  probability
scale. The horizontal scale refers to  percentages of  the  proba-
bility distribution. The vertical  scale,  an ordinary arithmetic
scale, is for the variable. The degree to which the  data lies on
a  straight  line  indicates  the  closeness  of  fit of  the  sample
distribution to the theoretical distribution.

Raw data - The set of data values read from a data file and used
directly by an  algorithm,  as  opposed to a set of data read from
a  data  file  and manipulated  by  transformations  before  being
used.

Regression coefficient  - The coefficients  of  the equation used
in a regression model.

Regression table - A table that provides a summary of regression
calculations. It  contains  parameter  estimates,  the  standard er-
ror of the estimates, the value of the t statistic,  the t proba-
bility,   and  the  mean  and  standard  deviation of the dependent
variable.

Residuals -  The difference between  the  actual  values and  the
fitted values of the dependent variable (see definition for e) .

Response variable - Another name for a dependent variable.

Scatter plot - A scatter plot is a graphical display showing how
two variables are related to each other.

Standard deviation - The square root of the variance.

Standard error of the mean - The standard  deviation  of  a  set of
sample means.

Variance - The  average of  the sum of  the  squares of the devia-
tion of each observation from the mean of the variable.
                               1-6
6060A

-------
                                Distribution List


                                                               Copies


Defense Technical Information Center        "                     14
Cameron Station
Alexandria, Virginia  22314
Defense logistics Studies Information Exchange
US Army Logistics Management Center
Fort Lee, Virginia  23801
Conrander                                                        32
US Anry Toxic and Hazardous Materials Agency
Aberdeen Proving Ground, Maryland 21010-5401
Commander
Letterkenny Amy Depot
Chanbersburg, Pennsylvania  17201-4170

-------