United States
                     Environmental Protection
                     Agency
Environmental Monitoring and
Support Laboratory
Cincinnati OH 45268
                     Research and Development
                                                         EPA-600/S4-84-039 June 1984
SEPA          Project  Summary
                     EPA  Method  Study 22  Method
                     612-Chlorinated   Hydrocarbons

                     Jack R. Hall, J. Richard Florance, Dennis L Strother, and Marlene N. Wass
                      An interlaboratory study in which 20
                     laboratories participated was conducted
                     to  provide  precision and  accuracy
                     statements for the proposed  EPA
                     Method 612-Chlorinated Hydrocarbons
                     for  measuring concentrations of the
                     Category 3 chemicals hexachloroethane,
                     hexachlorobutadiene, 2-chloronaphtha-
                     lene, 1 -2, dichlorobenzene, 1,3-dichloro-
                     benzene,  1,4-dichlorobenzene, 1,2,4-
                     trichlorobenzene,  hexachlorobenzene,
                     and hexachlorocyclopentadiene in muni-
                     cipal and industrial aqueous discharges.
                     Hexachlorocyclopentadiene was elimi-
                     nated from  the study because of its
                     instability in the solvent used to pre-
                     pare sample concentrates.
                      The study design  was based on
                     Youden's plan for collaborative tests of
                     analytical methods. Three Youden pair
                     samples of  the test compounds were
                     spiked into six types of test waters and
                     then analyzed.  The test waters were
                     distilled  water, tap water,  a surface
                     water, and  three different industrial
                     wastewater effluents. The resulting
                     data were statistically analyzed  using
                     the computer program entitled "Inter-
                     laboratory Method Validation Study"
                     (IMVS).  Using the mean recovery for
                     each subject compound, the mean
                     recoveries for the method were in the
                     range of 64 to 90%. Overall precision
                     was in the  range of 26 to 41%, and
                     single-analyst precision was in  the
                     range of 16 to 24%. In general,  mean
                     recoveries,  overall standard deviation
                     (S), and the single-analyst standard
                     deviations (SR) were  directly propor-
                     tional to the true concentration levels.
                     In all cases, there was no evidence of a
                     statistically significant effect on accuracy
                     or precision due to water type.
                       This Project Summary was developed
                     by EPA's Environmental Monitoring
                     and Support Laboratory, Cincinnati,
Ohio, to announce key findings of the
research project that is fully documented
in a separate report of the same title (see
Project Report ordering information at
back).

Introduction
  EPA  first promulgated  guidelines
establishing test procedures for the
analysis of pollutants in 1973, following
the passage of the Federal Water Pollution
Control Act in 1972 by Congress. Pursuant
to  the  amendment and publication of
these guidelines, EPA entered into a
Settlement Agreement—the Consent
Decree—which required the  study and, if
necessary, regulation  of 65 "priority"
pollutants and classes of pollutants of
known or suspected toxicity  to the biota.
Subsequently, Congress  passed the
Clean Water Act of 1977, mandating the
control of toxic pollutants discharged into
ambient waters by industry.
  In order to facilitate the implementation
of  the Clean Water Act, EPA selected for
initial study 129 specific toxic pollutants,
113  organic  arid 16 inorganic. The
organic pollutants were divided into 12
categories  based on their  chemical
structure. Analytical methods were
developed by EPA for these 12 categories
through in-house and contracted research
and may eventually be required for the
monitoring of the 113 toxic  pollutants in
industrial wastewater effluents, as
specified by the Clean Water Act of 1977.
  This report describes the interlaboratory
study of Method 612 Chlorinated Hydro-
carbons, which  is proposed for the
Category 3 chemicals: hexachloroethane,
hexachlorobutadiene,   2-chloronaphtha-
lene, 1,2-dichlorobenzene, 1,3-dichloro-
benzene, 1,4-dichlorobenzene, 1,2,4-
trichlorobenzene, hexachlorobenzene,
and hexachlorocyclopentadiene. Hexa-
chlorocyclopentadiene, one of the category

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  compounds,  was dropped from  the
  method study because of its instability in
  the solvent used to prepare sample
  concentrates.  The primary objective of
  the study was to characterize the behavior
  of  Method  612 in terms of accuracy,
  overall precision, single-analyst precision,
  and effect of water type on accuracy and
  precision. The study was conducted with
  the cooperation  of  20 participating
  laboratories  under  auspices of the
  Environmental  Monitoring and Support
  Laboratory (EMSLJ-Cincinnati.
   The data  were collected from the 20
  laboratories according to Youden's colla-
  borative testing design. Formal statistical
  techniques compatible with the Youden
  design were used to identify outliers,
  estimate the  method's accuracy and
  precision, and test  for the effect of water
  type. The formal statistical analyses were
  carried  out  using  the IMVS computer
  program. The information obtained from
  the statistical analyses was summarized
  and reduced to a descriptive form for the
  purpose of interpretation and presentation.
   Method  612 was  developed by  IT
  Enviroscience under a contract with the
  Physical and Chemical Methods Branch,
  EMSL-Cincinnati. It requires extraction of
 the pollutants with methylene chloride,
 solvent  exchange, concentration by
 Kuderna-Danish,  extract cleanup on
 activated Florisil®,  and subsequent gas
 chromatographic (GC) analysis using
 electron capture (EC) detection.

 Procedure
  The interlaboratory study design was
 based on Youden's plan for collaborative
 evaluation of precision and accuracy for
 analytical methods. According to Youden's
 design, samples are analyzed  in pairs. A
 Youden pair  consists of two samples of
 similar, but distinctly different concentra-
 tions. The analyst is  requested to perform
 only a single analysis for each sample and
 report only one value as in routine use of
 the method.

 Selection of Laboratories
  Of the 20 participating laboratories, 19
 were selected as the result of competitive
 bidding after their technical capabilities
 and experience in trace organic analyses
 of wastewater had been evaluated. The
 twentieth laboratory was a volunteer
from within the EPA.

Preparation of Ampuls
  All starting materials were reagent-
grade quality  or better. Distilled-in-glass
methyl ethyl  ketone was the solvent.
Separate stock solutions for each of the
  eight  chlorinated hydrocarbons were
  prepared by dissolving a precisely weighed
  amount of the compound into Class A
  volumetric glassware containing the
  solvent. Appropriate volumes of the stock
  solutions were mixed  and diluted  to
  volume in 2000-mL volumetric  flasks.
  The flasks were refrigerated overnight at
  4°C. The following day, approximately 3-
  mL  of the refrigerated solution was
  transferred into 5-mL glass ampuls using
  an  all-glass or Teflon® delivery system.
  After the ampuls were cooled in a freezer
  at -30°C for three hours, they were sealed
  by a professional glass blower using the
  pull-and-twist technique.

  True  Value and Stability of
  Concentrates
   An important  segment of this study
 was to verify the true values and stability
 of the  chlorinated hydrocarbons  in the
 methyl ethyl ketone concentrates  before
 they were used in the study.  To achieve
 this verification,  three replicate ampuls
 were  randomly  selected  from each
 concentrate level batch and analyzed by
 triplicate injection into a gas chromato-
 graph equipped with a recording integra-
 tor. To check stability these analyses
 were carried  out at 0, 45, and 90 days
 after the ampuls were sealed and before
 the study was started. All concentrate
 values  determined experimentally were
 within instrumental error or the calculated
 true values.

 Preliminary Study
   Previous EPA  method  studies have
 shown  that more realistic results can be
 obtained  if all participants thoroughly
 understand the analytical  and sample
 handling procedures before undertaking
 the full study. To familiarize the analyst
 with these  procedures, each of the 20
 laboratories was sent a low-level Youden
 pair of sample  concentrates (different
 from those to be used in the actual study)
 for spiking  distilled water, along with
 instructions, a copy of the method, and
 data report sheets.
  The results of these analyses  were
 collected, statistically analyzed, and
 discussed with the laboratories' repre-
 sentatives  in a  one-day  conference
 meeting at EMSL-Cincinnati. The meeting
 also allowed  discussion  of  analytical
 problems and clarification of any method-
 ology procedures.

Actual Interlaboratory Study
  A  summary of  the test design using
Youden's nonreplicate technique based
  on pairs with slightly dissimilar analyte
  concentrations is given below:
    • Twenty laboratories were sent three
      Youden pairs in,sealed glass ampuls
      containing various levels  of  the
      eight  chlorinated hydrocarbons in
      methyl ethyl ketone.
    • When an analyst was ready to start
      the analyses, the  ampuls were
      opened and aliquots were diluted to
      volume  in the appropriate water
      types according to instructions.
    • Each sample (ampul) was analyzed
      only once.                       ;
    • The six water types were analyzed
      with and without spiking, and  the
      added level  of  constituent was
      determined by difference and reported
      as fig/L in each water sample.
    • The three  levels of chlorinated
      hydrocarbons used in the study
      were within  the  working range of
      the  method  and represented the
      range of levels one would'normally
      expect to encounter in application of
      the method to actual samples.

 Description and Distribution of
 Samples
  The individual laboratories provided
 their own samples of laboratory-distilled
 water,  tap water, and a  local surface
 water. The source for each surface water
 is listed in the final report.
  The wastewater effluent samples
 representative of the  industries  of
 concern were  collected by the prime
 contractor as grab samples in 55-gallon
 stainless  steel  drums  which had been
 precleaned with acetone,  methylene  '
 chloride, and distilled water. The unfiltered
 wastewater samples were  mixed and
 transferred into one-quart bottles  using
 an  all-Teflon system  and stored in  a
 refrigerator at 4°C  until shipment to the
 laboratories. Each laboratory was sent 36
 ampul concentrates (six sets  of  three
 Youden pairs), seven one-quart bottles
 each of the three industrial effluent types,
 instructions, and data report sheets. The
wastewater samples were packed  in ice
 in coolers and sent by air freight to
minimize  sample  change and assure
comparability of the wastewaters from
laboratory to laboratory.

 Analysis and Reporting
  A water spiking technique involving a
 water-soluble solvent concentrate (methyl
 ethyl  ketone  is approximately 28%
 soluble in water) was used in this study.
 Each analyst  was instructed to add
 separate 2.0-mL aliquots of each concen-
trate to the bottle containing approximately

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 1  L of water or wastewater. The spiked
 sample was stirred for  15 minutes and
 then handled as a routine sample in the
 method. The  results of  the  method's
 measurement  for each  constituent  (in
 micrograms per liter of water) were then
 corrected by  subtracting any blank
 sample reading  and reported on data
 sheets by ampul and water type. Method
 612  was utilized by the participating
 laboratories with no reported deviations.
   The data were reviewed for  complete-
 ness and abnormal results,  and  were
 then entered  into the  computer for
 statistical treatment.  Any laboratory
 reporting unusually high or low data was
 requested to review them for errors in
 calculations, but was not told how its
 reported data varied from the true values.


 Treatment of Data
   The objective  of  this  interlaboratory
 study was to obtain information about the
 accuracy  and precision associated with
 measurements generated by Method
 612. This objective was met through the
 use of statistical analysis techniques
 designed  to extract and summarize the
 relevant information about accuracy and
 precision  from the data reported by the
 participating laboratories. The statistical
 techniques were similar to the techniques
 recommended in the ASTM  Standard
 Practice D2777-77.
   The algorithms required to perform the
 statistical analyses were integrated into
 the IMVS system of computer  programs.
 The analyses performed by IMVS included
 several tests for the rejection  of outliers
 (laboratories and individual data points);
 summary statistics by concentration level
 for mean recovery (accuracy); overall and
 single-analyst standard  deviation (preci-
• sion); determination of the linear relation-
 ship between mean recovery and concen-
 tration level; determination of the linear
 relationship between the precision
 statistics and mean recovery;  and a test
 for the effect of water type on accuracy
 and precision.

 Results and Discussion
   The IMVS  computer  program was
 designed to output the raw data in tabular
 form and compile summary  statistics
 including: number  of data points; true
 value;  mean  recovery;  accuracy  as
 percent relative  error; overall standard
 deviation; overall percent relative standard
 deviation; single-analyst standard devia-
 tion;  and  single-analyst percent relative
 standard deviation. The statistical analyses
 performed by-the IMVS program included
 the determination of the linear relationship
between both the overall (S) and single-
analyst (SR) precision statistics and mean
recovery along With accuracy statements
based on the determination of the linear
relationship between mean recovery (X)
and concentration level. The results of
the regression analyses indicate apparent
linear relationships for each of the
above cases.
  For all data for the eight compounds,
25% of the raw data were rejected as
determined by laboratory  ranking and
individual outlier tests. The data rejection
was found to be nonuniform  among
laboratories.  More  than 82%  of the
rejected data were generated by eight of
the 20 participating laboratories, and for
one, 98%  of its  total  raw data  were
rejected  as outliers. Nine  laboratories'
raw data were rejected for between one
and four of the compounds studied in all
water types.
  Regression equations for single-analyst
precision, overall precision, and accuracy
are presented in Table 1. Mean recoveries
of the subject compounds were in the
range of 64 to 90%. Overall precision was
in the range of 26 to 41%, and single-
analyst precision was in the range  of 16
to 24%.
  Based  on the IMVS test for the effect of
water  type on  precision and accuracy,
there  was  no statistical  significance
between distilled  water and the corres-
ponding wastewater for any of the
associated parameters during EPA Method
Study 22.
Conclusions and
Recommendations
  Based on the results of EPA Method
Study 22, EPA Method 612 is a viable
analytical  method  for measuring trace
concentrations of the eight Category 3
chemicals used.  As a  result of the
collaborative study  conducted  in the
IMVS data analysis, the following conclu-
sions and recommendations can be made
concerning Method 612.
  • The accuracy of the method could be
     expressed as a linear function of the
     true concentration. In the majority of
     equations, the slope  represents the
     percent recovery attributable to the
     method.
  • The precision of the method could be
     expressed as a linear function of the
     mean recovery. In the majority  of
     equations, the slope  represents the
     relative standard deviation attribu-
     table to the method, both as single-
     analyst and overall standard devia-
     tions.
• The average  mean recovery of the
  six concentrations in sixwatertypes
  for each compound compared well
  with  data  generated on distilled
  water industrial effluents during the
  development of this method.
• No significant difference in method
  performance was attributable to the
  water type from which the analysis
  was performed.
• One laboratory had trouble with the
  extract concentration step using the
  Kuderna-Danish  apparatus  and
  some laboratories had to use peak
  height measurements for quantita-
  tion because occasional interference
  peaks in wastewater created faulty
  integration when  using recording
  integrators;     '  -   '  -
• When using the method, the analyst
  should develop recovery and precision
  data  for the wastewater being
  analyzed.  These data  should be
  based on the concentration levels
  determined or expected.
• In future interlaboratory studies,
  very detailed instruction should be
  given to the participating labora-
  tories to ensure labeling  of each
  chromatogram. In this study it was
  very difficult to interpret much of the
  raw chromatographic data because
  of inadequate labeling. Other points
  to be emphasized in  future studies
  are that (a) blanks and spiked sam-
  ples must be analyzed at the same
  sensitivity  and  (b) calculations and
  record keeping should be uniform or
  consistent  to aid in data interpreta-
  tion.

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Table 1. EPA Method Validation Study ,
Regression Equations for Accuracy and Precision
Water Type
Applicable Cone. Range
Distilled Water
Single-Analyst Precision
Overall Precision
Accuracy
Tap Water
Single-Analyst Precision
Overall Precision
Accuracy
Surface Water
Single-Analyst Precision
Overall Precision
Accuracy
Waste Water J
Single-Analyst Precision
Overall Precision
Accuracy
Waste Water 2
Single-Analyst Precision
Overall Precision
Accuracy
Waste Water 3
Single-Analyst Precision
Overall Precision
Accuracy

Water Type
Applicable Cone. Range
Distilled Water
Single-Analyst Precision
Overall Precision
Accuracy
Tap Water
Single-Analyst Precision
Overall Precision
Accuracy
Surface Water
Single-Analyst Precision
Overall Precision
Accuracy
Waste Water 1
Single-Analyst Precision
Overall Precision
Accuracy
Waste Water 2
Single-Analyst Precision
Overall Precision
Accuracy
Wests Water 3
Single-Analyst Precision
Overall Precision
Accuracy
X = Mean Recovery
Hexachloroethane
(1.O2 - 14.80)

SR = 0.23X + 0.07
S =O.36X-0.00
X = 0.740-0.02

SR=0.33X-0.10
S = 0.34X - 0.04
X =0.780-0.09

SR = 0.17X + 0.51
S = 0.46X + 0.07
X =0.830 + 0.06

SR = 0.24X - 0.05
S = 0.26X + 0.07
X = 0.80C + 0.05

SR = 0.25X + 0.03
S = 0.45X - O.09
X =0.730-0.03

SR = 0.20X - 0.05
S = 0.27X - 0.03
X =0.810-0.13
Regression Equations
7, 3-Dichlorobenzene
(20.4O - 238.00}

SR = 0.21X - 1.03
S = 0.49X - 3.98
X =0.720 + 0.87

SR = 0.23X + 2.91
S =0.35X + 2.65
X =0.790 + 4.02

SR = 0. 17X - 0. 16
S =0.26X- 1.04
X =0.750 + 0.55

SR = O.J6X-0.47
S =0.34X + 0.03
X =0.780+4.47

SR = 0.1 9X + 2.61
S =0.39X + 0.22
X =O.75C+1.34

SR = 0. 15X + 0.58
S = 0.32X - 0. 13
X =0.710 + 2.52

Hexachlorobutadiene
(3.12 -36.80)

SR = 0. 18X + 0.08
S = 0.53X - 0. 12
X =0.610 + 0.03

SR = 0.29X - 0.23
S = 0.42X + 0. 14
X =0.640 + 0.18

SR = 0.30X + 0.05
S = 0.39X - 0.06
X =0.620 + 0.12

SR =0.25X + 0.21
S = 0.37X + 0.02
X =0.660 + 0.08

SR = 0.25X + 0.44
S = 0.39X + 0.39
X =0.630 + 0.39

SR = 0. 18X + 0. 14
S = 0.38X - 0.06
X =0.710 + 0.31
for Compounds 1-4
2-Chloronaphthalene
(19. 10 - 268.00)

SR =0.28X - 1.17
S =0.38X-1.39
X =0.750 + 3.21

SR = 0. 16X + 0.25
S =0.26X-0.71
X =0.740+3.41

SR = 0. 13X + 0.92
S =0. 18X + 1.20
X =0.770 + 3.67

SR = 0.12X+ 14.77
S =0.24X+ 8.18
X =0.740 + 11.64

SR = 0.1 2X + 8.51
S = 0.27X + 2.91
X =0.720 + 7.64

SR = 0. 14X + 2.92
S =0.26X + 2.79
X =0.740+2.55
1
1,2-Dichlorobenzene
(29.80-356.00)

SR = 0.22X - 2.95
S = 0.41 X- 3.92
X =0.850 + 0.70

SR = 0.17X+ 10.94
S =0.31X+ 5.35
X =0.870 + 6.70

SR = 0.30X - 4.00
S =O.32X-2.18
X = 0.81 C + 0.44

SR = 0. 13X + 4.87
S =0.26X + 4.26
X =0.850-0.52

SR = 0.22X + 1 .60
S =0.34X-0.63
X =0.830+3.41

SR = 0.21 X + 2.78
S =0.32X + 0,77
X = 0.870 + 5.53
for Accuracy and Precision for Compounds 5 - 8
1,4-Dichlorobenzene
123.00 - 324.00)

SR = 0. 16X - 0.48
S = 0.35X - 0.57
X =0.720+2.80

SR = 0.20X + 2.80
S = 0.26X + 5.88
X =0.750 + 4.15

SR=0.17X + 5.13
S = 0.42X + 0.22
X =0.730 + 5.56

SR = 0.24X - 0.81
S = 0.25X + 4.30
X =0.770+2.06

SR = 0.19X+1.11
S = 0.34X + 1.80
X =0.780 + 2.25

SR = 0.23X - 1.94
S = 0.34X - 3.58
X =0.780 + 1.72

1 ,2,4-Trichlorobenzene
(15.10-216.00)

SR = 0.23X - 0.44
S =0.40X-1.37
X =0.760+0.98

SR = 0.1 5X + 0.60
S =0.30X + 0.72
X =0.680 + 1.97

SR = 0.1 6X + 0.75
S = 0.43X + 0.42
X =0.740+2.40

SR = 0.39X - 1.97
S = 0.42X - 1.05
X =0.750+0.70

SR = 0.26X - 0.81
S =0.31X + 0.33
X = 0.800 - 0.21

SR = 0.15X+ 1.52
S =0.34X-0.71
X =0.780+2.11

Hexachlorobenzene
(1.29 - 14.90)

SR = 0. 14X + 0.07
S =0.36X-0.19
X =0.870-0.02

SR = 0.22X - 0.08
S = Q.32X - 0. 14
X = 0.920 - 0.08

SR = 0.08X + 0. 13
S = 0.22X - 0.01
X =0.970-0.06

SR = 0.11X + 0.19
S =0. 18X + 0. 16
X =0.870 + 0.17

SR = 0.25X -0.18
S =O.39X + 0.16
X = 0.990 + 0.09

SR = 0.24X -0.04
S = 0.38X + 0.03
X = 0.830 + 0.07

C = True Value for the Concentration

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     Jack R. Hall, J. Richard Florence, Dennis L. Strother, and Marlene N. Wass are
       with IT Enviroscience, Knoxville, TN37919.
     Edward L. Berg is the EPA Project Officer (see below).
     The complete report, entitled"EPA Method Study 22, Method 612—Chlorinated
       Hydrocarbons," (Order No. PB 84-187 772; Cost: $13.00, subject to change)
       will be available only from:
             National Technical Information Service
             5285 Port Royal Road
             Springfield, VA 22161
             Telephone: 703-487-4650
     The EPA Project Officer can be contacted at:
             Environmental Monitoring and Support Laboratory
             U.S. Environmental Protection Agency
             Cincinnati,  OH 45268
United States
Environmental Protection
Agency
Center for Environmental Research
Information
Cincinnati OH 45268
     BULK RATE  '
POSTAGE & FEES PAID
        EPA
  PERMIT No. G-35
Official Business
Penalty for Private Use $300
    EMSU0158933
                                              U.S. GOVERNMENT PRINTING OFFICE: 1984-759-102/0978

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