United States
 Environmental Protection
 Agency
Municipal Environmental Research
Laboratory
Cincinnati OH 45268
 Research and Development
EPA-600/S2-80-196  Dec. 1980
 Project  Summary
GC/MS  Methodology for
Measuring  Priority Organics  in
Municipal Wastewater
Treatment
Dolloff F. Bishop
  An EPA-developed methodology for
measuring priority toxic organics in
municipal wastewaters and sludges is
based on GC/MS technology. Suc-
cinctly, the methodology separates the
purgeable priority organics from the
environmental sample by purging with
inert gas and trapping the organics on a
Tenax and silica gel trap. The organics
are then desorbed,  identified, and
quantitated  with  packed  column
GC/MS analysis. The  extractable
organics are separated by extracting
with methylene chloride, first at pH 11
and then at pH2, and then the organics
in  the base-neutral and acid extracts
are identified  and quantitated  by
packed column GC/MS analysis.
  The basic methodology analyzes the
purgeable  organics   in  municipal
wastewaters  satisfactorily  but
requires one modification in the equip-
ment. By substituting charcoal for the
silica gel in the trap used in the purge-
able procedure, all of the purgeable
priority organics are identified and
satisfactorily quantified. In the basic
methodology for extractable organics,
a few of the organics are not measured
well.  Statistics on  the  analytical
recoveries are summarized for the
priority organics.
  Municipal wastewaters and sludges
contain a wide variety of extractable
organics that can interfere in the
GC/MS analysis. Thus, the extracts
may require clean-up or organic separ-
ation before  the GC/MS analysis.
Principal classes of organic interfer-
ences included lipids, fatty acids, and
saturated  hydrocarbons. The
approaches to separate the desirable
priority organics  from the interfer-
ences include acid-base separation,
molecular size separation, and polarity
separation. These approaches, applied
in various combinations, are described
as proposed methods for analysis of
priority organics in municipal sludges
and as additional procedures to lower
the detection  limit for the organics in
municipal wastewaters.
  This  publication,  which can be
purchased from the NationalTechnical
Information Service, presents a state-
of-the-art review  on  the  current
GC/MS methodology for the analysis
of priority toxic organics in municipal
wastewater treatment. Both recently
published and unpublished literature
are summarized.
Basic Methodology
  In GC/MS analysis of priority toxic
organics, the organics are divided into
purgeable and extractable classes. The
extractable class is further subdivided
into organic acids,  base-neutral com-

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pounds,  and a  selected  subclass  of
pesticides and PCB's. In the EPA's basic
GC/MS methodology (1), the purgeable
organics are  separated from the envi-
ronmental  sample by  classical purge
and  trap procedures.  The  organics,
thermally desorbed from  the trap* are
then analyzed by pack column GC/MS
techniques.  The  extractable  organics
are extracted with methylene chloride,
first at pH 11  and then at pH 2. The acid
and base-neutral extracts are concen-
trated  and then analyzed by packed
column GC/MS  techniques.
Limitations
  The basic methodology for purgeable
and  extractable  organics  has  been
extensively applied to raw municipal
wastewaters (2). The initial application
of the basic methodology on municipal
raw  wastewater  missed four of  the
purgeable  organics:  chloromethane,
dichlorodifluoromethane, vinyl  chlor-
ide,  and bromomethane. With substi-
tution of charcoal for the  silica gel in
the Tenax trap and purging at 49°C, the
modified approach identified all of  the
purgeable  priority  organics and
exhibited  the  best overall recoveries
(~ 90%) for  the  analysis  of priority
organics in municipal wastewaters.
  The  basic   methodology does  not
measure all of the extractable priority
pollutants  well.  N-nitrosodimethyl-
amme  does not chromatograph effec-
tively  under  the conditions of  the
method and is sufficiently volatile as an
extractable organic to result in poor
analyses. Hexachlorocyclopentadiene,
while  successfully determined (3) in
some laboratories, has been missed by
others (2).
  The neutral  compound, 2-chloroethyl
vinyl ether, also was not detected (2) by
the basic methodology. Thermal decom-
position  of 1,2-diphenylhydrazine to
azobenzene   and  N-nitrosodiphenyl-
amme  to diphenylamine has also been
observed   (4).  Co-eluting   pairs   of
anthracene-phenanthrene,    benzo(a)-
anthracenechrysene,   and   benzo(b)-
fluoranthene-benzo(k)fluoranthene   on
the specified packed GC column are not
resolved by  mass spectroscopy and,
therefore, are  not distinguishable by the
methodology When desired, the use of
capillary GC columns  (SP-2100 on  30-
m, wall-coated capillary) in place of the
packed  column can eliminate the  co-
elution problem for the three co-elution
pairs.
  Finally, the bases (benzidines) have
been difficult to chromatograph at low
concentrations.  An  alternative  high
performance  liquid  chromatography
(HPLC)  method  (5)(6)  specifically for
benzidines  has  significantly  lowered
detection  limits.  Verification  of  the
benzidines  for  legal  purposes may,
however, require a GC/MS procedure.
  The detection  limits for the organics
depend on the sample matrix. Agency
estimates on detection limits in waste-
waters  for the basic methodology are
typically 10 //g/L for most of the purge-
able and base-neutral priority organics.
Agency estimates  for most of  the acid
(phenols) organics in wastewaters are
typically 25  fjg/L.
Statistical Evaluation
  Kleopfer, et al. (3) recently completed
a statistical evaluation of EPA's basic
methodology using  data  from seven
laboratories that analyzed both indus-
trial and municipal wastewaters. The
statistics (Table 1)  indicate an overall
average recovery of about 90% of the
purgeables and about 80% of the acids
(phenols) from both distilled water and
wastewater  analyses.  Significant
wastewater matrix effects did not occur
for  either the purgeables or the acids.
Indeed, when compared with  distilled
water  recoveries,  the overall  average
recoveries  in the wastewater analyses
increased slightly  for purgeables and
decreased  slightly for  acids.  In  the
purgeable and acid analyses, Kleopfer
found that the recoveries for specific
organics decreased significantly (purge-
ables,  at  the 99%  confidence  level;
acids, at the 95% level) as the volatility
of the organics increased.
   For  base-neutrals, pesticides,  and
PCB's, the study  revealed significantly
lower average recoveries in the waste-
water analyses (68% for base-neutrals,
59% for pesticides and PCB's) compared
with those in distilled water (84% for
base-neutrals, 78% for  pesticides and
PCB's). The lower recovery in the waste-
water   analysis  was  attributed  to
increased reactivity of these classes of
priority organics.  When  Kleopfer
separated the base-neutral class into
more  chemically reactive   and  less
chemically reactive groups, the  statis-
tical analyses confirmed the greater
variability and poorer recoveries in the
more reactive grouping.
   The quality control data (3) specified
in the  methodology (1) revealed the
quality control limits (± 3a) for percent
recoveries on individual organics often
ranged  from zero to several hundred
percent. This broad  range for some of
the organics indicates that either the
basic methodology or the analytical per-
formance of the  laboratories could be
improved.   Nevertheless,  as  an
analytical tool for such a wide variety oi
organics, the methodology with  proper
quality  control is generally satisfactory
for  the  screening  analysis  of the
organics in wastewaters.
Table 1.    Recoveries of Priority Pollutants


Priority pollutant fraction
Volatile (purgeables)
Acid (phenols)
Base-neutrals
Pesticides and PCB's
Recoveries
Method Standard*
P±Spc
90 ± 13
84 ± 13
84 ±25
78 ±11
(percent)
Sample Spike"
P±Spc
92 ± 15
76+ 19
68 ±21
59 ±11
 "Method standard refers to recoveries by standard addition to distilled water.
 "Sample spike refers to recoveries by standard addition to sample.
 CP± Spare weightedaverages ofthe data points and are in units of percent recovery
 ± one standard deviation (Sp).

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Interferring Substances

Cryotrap Modification
  Municipal sludges contain sufficient
interferences such  that the Agency's
basic methodology  is not successful.
The  complex  samples  and  those
samples where low detection limits (~ 1
/ug/L)  are  desired  require alterna-
tive approaches or additional separation
and clean-up procedures. The Agency
has developed an interim procedure (7)
for purgeable analyses in sludges that
employs a modified purge and trap pro-
cedure  with dilution of  the  sample  to
5000 mg of solids in a modified purging
apparatus.
  To  improve analyses of  purgeable
organics in sludge samples and to lower
their detection limits in all  samples,
DeWalle and Chian (8)  have modified
the purge and trap method (Figure 1) to
include an on-column cryotrap after the
Tenax column and ahead of a capillary
GC  column.  The cryotrap,  cooled  by
liquid nitrogen, captures the organics
during  desorption  from  the  Tenax
column. The cryotrap is then  rapidly
warmed  to  focus  and release the
organics  into the  capillary  GC.  The
improved  resolution of the capillary
column  along  with the  cryotrap  is
claimed to reduce detection limits of the
purge and trap method. Possible future
improvements in the purge  and  trap
method to reduce  the  sludge matrix
effects  include  using   salts (NazSCu
"salting out") or  warming the sample
above ambient temperature to improve
the purgeability of the organics.
           5-ml sample

                I
         Purging with N*
                I
     Adsorption on Tenax Trap
                I
Desorption at 180°C with back flushing
                I
 On-column cryotrappmg of desorbed
     organic with liquid nitrogen
                I.
   Release of organics and capillary
          GC/MS Analysis
(30 m SE-54 WCOT column) External
        standard method for
            quantitation

Figure 1.        Analysis of purgeable
                organics by cryotrap
                capillary GC/MS (2).
Conventional Reduction
Approaches
  The  large  amount  of  extractable
organics in complex samples such as
sludges  requires  special  extraction
techniques  (9)  and  separation  and
clean-up  procedures before GC/MS
analysis.  The  principal  classes or
organic  interferences  extracted from
raw municipal wastewater and  sludge
samples are:  lipids; fatty acids;  and
saturated hydrocarbons.  In the com-
plexsamples,  the large   amounts of
extractable  interferences overwhelm
both the GC and  the mass spectrometer.
To  permit analysis,  these  interferences
must, therefore,  be reduced in the exact
fractions  before  injection   into  the
GC/MS  system.  Three  principal
conventional approaches are available
for this reduction: acid base separation;
molecular   size   separation by  gel
permeation  chromatography;  and
polarity separation (silica  gel chroma-
tography, etc.).
  Acid-base separation  is  the
fundamental  separation  approach
behind  the  Agency's basic  methodol-
ogy. In this  methodology, base-neutral
extraction followed by  acid  extraction
divides  the  total amount of interfer-
ences between acid and base extracts,
separates the base-neutrals from the
acids, and thus,  reduces the degree of
interference in each fraction  injected in
the  GC/MS detector.  Acid-base
separation, however, may be applied at
many points in a separation scheme to
remove or  separate acid compounds
from  neutrals or bases in a complex
extract.
  Molecular size  separation is especial-
ly effective in removing the lipids, high
molecular weight fatty acids, and hydro-
carbons  from  the  extract.  These
materials apparently thermally decom-
pose in the GC system and create  very
complex GC  chromatograms.  Large
amounts of these materials will  also
reduce GC  column life.
  Separation due to polarity with silica
gel  (9) or florisil (8) is used to separate
the saturated  hydrocarbons from  the
aromatic or polar priority  organics. A
cesium  silicate approach (8) has also
been  used to  separate  the  acids
(phenols)  from   the base-neutrals
priority  organics  and  from neutral
interferences.
  The   separation  or  "clean-up"
approaches  can  be  assembled  in
various  combinations to  reduce  the
interferences from extracted municipal
sludges.  The high organic content of
sludges prevents efficient conventional
extraction  for   separation  of  the
organics.  While  work is ongoing to
evaluate continuous   liquid-liquid
extraction,  micro-extraction  and
extractive steam distillation techniques
on sludges, homogenization-centrifuge
extraction, and modified  soxhlet tech-
niques  have  demonstrated  efficient
extraction capabilities. The homogen-
ization-centrifuge technique has been
adopted   in   the Agency's  interim
procedures for the analysis of sludges
(7).
  A method has been  developed by
DeWaMe and Chian (8) for the analysis
of the extractable priority organics in
complex  samples.  The  methodology
(Figure 2) uses an acid-neutral extrac-
tion followed by a base extraction; gel
permeation chromatograph (GPC)of the
acid-neutral extract into two fractions
and a discard that contains the large
interferences; florisil chromatograph of
one GPC fraction for separation of the
saturated hydrocarbons   from those
priority  neutrals  in the fraction;  and
cesium  silicate for separation of the
acids   (phenols)   from   the  priority
neutrals in the second GPC fraction. The
phenol fraction from the silicate separa-
tion may be  denvatized  with diazo-
methane  before  GC/MS analysis or
analyzed  by  fused  silica  capillary
column GC without derivatization. The
method  produces  three  neutral
fractions that may be  combined into a
single extract before GC/MS analysisor
be  analyzed  separately.  The  method
uses  capillary GC/MS techniques for
the final analysis. The pesticides and
PCB's are  analyzed  in   the  neutral
fraction.  Alternative  extraction
techniques  under evaluation  include
homogenization-centrifugation, liquid/
 liquid extraction, and  extractive steam
distillation.
Results
  In their survey of 25 cities, the Muni-
cipal Environmental Research Labora-
tory uses the DeWalle and Chian proce-
dures for measuring the purgeable and
extractable organics in both wastewater
and sludge samples.  The data indicate
detection limits for the priority organics
of about 1 /ug/L for the extractables and
< 1 /ug/L for the  purgeables in waste-
water samples The data also suggest
detection limits of 5 to 10 /ug/L for the

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                               Sample
                    Extraction at pH 2 with
                         • Extraction at pH 12 with CH2CI2
                       Drying and concentration
                         Addition to pentane
                        GPC on Biobead S-X2
                            Drying and concentration
                                GC/MS analysis
                           (30-m capillary GS-SE54)
                         Internal standard quantification
1 1
Discard Concentre
(lipids) exchanf,
pentt
\
Flonsil se
\
I
Discard SO0/
(hydrocarbons) ett
Solvt
and i

tion and Cesium
je into separ
me
oaration
\ CH2CI2
'o pentane/ Ether
ler extract extract
?nt Exchange Concen- Concer
concentration tration
\
silicate
at ion
extract
itration
GC/MS analysis of neutrals
30-m capillary GC-SE54
Internal standard quantification

Methanol p
Partition
Concer
GC/MS
Internal standa
henol extract
to ChzClz
itration
analysis
rd quantifical
Figure 2.  Analysis of extractable organics (2) with cleanup and capillary GC/MS.
organics in sludge samples. The method
is not fully  satisfactory for all of the
priority organics  in  all  the highly
variable  sludge  matrices.  Losses of
individual organics occur either through
reaction with the matrix or losses in the
separation processes. At the present
time,  insufficient  data have   been
assembled to provide statistical analysis
of the recoveries of the priority organics
by the method.
References


1.   "Guidelines  Establishing Test
    Procedures  for  Analysis  of
    Pollutants, Proposed Regulation,"
    Federal Register, 44(233):69526-
    69558, December 3, 1979.
2.   Levins, P. L, et al., "Source of Toxic
    Pollutants in Influents  to Sewage
Treatment  Plants/'USEPA  draft
report. Office  of  Water Planning
and Standards, Washington, D.C.,
November 1979.
Kleopfer, R. D., Dias, J. R., and Fair-
less,  B.  J.,   "Priority  Pollutant
Methodology  Quality Assurance
Review,"  USEPA,  Region  VII
Laboratory, Kansas City, KS 66115.
"Seminar on Analytical Methods
for Priority Pollutants," Denver, CO,
November  1977,  Proceedings  of
the  Seminar,  USEPA,  Effluent
Guidelines  Division,  Washington,
D.C.
"Development and Application of
Test  Procedures for  Specific
Organic  Toxic   Substances  in
Wastewater Category 7-Benzidine,"
EPA Contract 68-03-2624 (in prep-
aration).
"Guidelines Establishing Test Pro-
cedures for Analysis of Pollutants,
Proposed   Regulations,"  Federal
Register. 44(233):6948-6949,
December 3, 1979.
"Interim Methods for the Measure-
ment of Organic Priority Pollutants
in Sludges," USEPA, Environmen-
tal Monitoring and Support Labora-
tory,   Cincinnati,  OH  45268,
September 1979.
DeWalle,  F.   and  Chian,  E.,
"Presence of Priority Organics  in
Sewage  and  Their  Removal  in
Sewage Treatment Plants," Interim
Report, July 1,1978-May 31,1979,
Grant 806102,  USEPA,  Municipal
Environmental  Research Labora-
tory,  Cincinnati,  OH 45268  (in
preparation).
Warner, J. S.,  et al., "Analytical
Procedures  for  Determining
Organic Priority Pollutants in Muni-
cipal Sludge,"EPA-600/2-80-030,
USEPA, Municipal Environmental
Research  Laboratory,  Cincinnati,
OH 45268, March 1980.

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The author Dolloff F. Bishop is also the EPA Project Officer (see below).
The complete report, entitled "GC/MS Methodology for Measuring Priority
  Organics in Municipal Wastewater Treatment," (Order No. PB 81-127813;
  Cost: $8.00 subject to change) will be available from:
        National Technical Information Service
        5285 Port Royal Road
        Springfield. VA 22161
        Telephone: 703-487-4650
The EPA Project Officer can be contacted at:
        Municipal Environmental Research Laboratory
        U.S. Environmental Protection Agency
        Cincinnati, OH 45268
                                            ft US GOVERNMENT PRINTING OFFICE. 1881 -757-064/0205

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