United States
                    Environmental Protection
                    Agency
 Environmental Monitoring and
 Support Laboratory
 Cincinnati OH 45268
                    Research and Development
 EPA/600/S4-86/040 Apr. 1987
&EPA          Project Summary
                    USEPA  Method  Study,  Method
                    510.1,  The  Determination of the
                    Maximum Total Trihalomethane
                    Potential

                    Harold Clements, John Winter, and Paul Britton
                     The Quality Assurance Branch of the
                    Environmental Monitoring and Support
                    Laboratory - Cincinnati (EMSL-Cincin-
                    nati) conducted a method validation
                    study of the Method,  510.1: "The
                    Determination of the Maximum Total
                    Trihalomethane Potential" for the Office
                    of Drinking Water of the U.S. Environ-
                    mental Protection Agency (USEPA). The
                    MTP  determination  maximizes  the
                    formation of THMs and indicates how
                    high the TTHM concentration could be-
                    come under conditions favoring TTHM
                    formation. It may be used by systems
                    employing ground water sources to
                    demonstrate the appropriateness of a
                    reduced monitoring requirement.
                     This method involves the reaction of
                    3,5-dihydroxybenzoic acid with a chlo-
                    rine residual for a 7-day period. When a
                    chlorine residual is  maintained con-
                    tinually, the dihydroxybenzoic acid is
                    converted to chloroform. If other halo-
                    gens are present in the make-up water,
                    other trihalomethanes are formed in
                    small amounts. Method 510.1, involves
                    the sample treatment phase, followed
                    by the determination of trihalomethanes
                    by either the purge and trap or liquid-
                    liquid extraction procedure.
                     The study  design  was based on
                    Youden's non-replicate plan  for col-
                    laborative testing by laboratories famil-
                    iar with the method. Ten laboratories
                    returned results for this study. Analyses
                    included the standard statistical esti-
                    mates of precision and bias,  and the
                    development  of linear  relationships
                    between these statistics and  concen-
                    tration. The linear relationship for bias
 involved the true known concentration
 as the independent variable and mean
 recovery as the dependent variable,
 while the linear relationship tor precision
 involved mean recovery as  the inde-
 pendent variable and standard deviation
 as the dependent variable.
  This Project Summary was developed
 by EPA's Environmental Monitoring and
 Support Laboratory, Cincinnati, OH, 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
  Waterborne diseases  were a  major
 public health menace in the U.S. as
 recently as  the last 100 years. Today,
 methods of water purification, particularly
 chlorination, are remarkably effective in
 reducing waterborne diseases. However,
 in recent years, public  health profes-
 sionals  have become increasingly con-
cerned about other contaminants in our
water supplies. These include inorganic
chemicals such as nitrate, arsenic, and
 lead, as well as toxic industrial and agri-
cultural organic compounds which have
been produced in ever-growing volumes.
Some of these pollutants are harmful at
very low concentrations and can be ex-
tremely difficult to remove from a water
supply.
  To deal with these problems, Congress
passed the Safe Drinking Water Act of
1974, and amended Interim Regulations
in 1977. Under the Act, USEPA estab-
lished  national standards for drinking

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water  from both  surface  and ground
water sources. These standards provide
maximum contaminant levels (MCLs) for
pollutants in drinking water. One group
of organic contaminants, the trihalome-
thanes (THMs), are a unique problem in
water treatment facilities.  Rather than
being a result of industrial pollution, the
THMs are primarily the  by-products  of
the chlorination process used to disinfect
water. They  are: chloroform, bromoform,
dichlorobromomethane and dibromochlo-
romethane.  Drinking Water regulations
include an MCL of 0.10  mg/L for total
THMs.
  Method 510.1  "The Determination  of
the  Maximum Total  Trihalomethane
Potential" was developed to determine
the reasonable maximum  TTHMs  cur-
rently present within a system, not the
average  TTHMs  or  individual THMs.
Method 510.1  is to  be applied to the
finished drinking water for those ground-
water supplies that have failed the test
for the presence of excess  disinfectant.
The sample is to be taken at a point in the
system that  reflects the maximum resi-
dency time. These data should be used to
demonstrate compliance but  are not
intended to show non-compliance. Sys-
tems that can demonstrate a MTP value
of less than 0.10 mg/L under experi-
mental conditions favoring TTHM forma-
tion  are  prime  candidates  for reduced
monitoring. The regulation allows moni-
toring requirements for systems using
groundwater as a source to be reduced to
one annual  analysis for maximum total
THM potential.

  This collaborative study was conducted
to determine the acceptability and un-
derstandability of the method before use
in the  regulated community. About 70
federal, state and local drinking water
laboratories  within the continental  U.S.
were invited to participate  in a method
validation study of USEPA Method 510.1,
"The Determination  of Maximum Total
Trihalomethane Potential (MTP)".
  A time schedule was established for
the study and six concentrates, each of a
different concentration, were shipped to
laboratories  on March 1,1985. A quality
control (QC) sample with a known true
value was also sent. Prior to analyses of
the six unknown samples, each laboratory
was directed to analyze the QC samples
to develop laboratory skills and to famil-
iarize the analyst with the method. Each
laboratory was required  to analyze the
six concentrates and a blank unspiked
water  and to  report the TTHM values
obtained. Data were to be returned to the
Quality Assurance Branch (QAB), EMSL-
Cincinnati, by April 1,  1985. Statistical
estimates were generated from the re-
turned data and the final report prepared.

Summary
  Of  the fourteen  laboratories which
agreed to participate, ten returned data.
The summary statistics from the study
follow:

Study Results and Statistical
Treatment of Data
  Each  laboratory returning  data  was
assigned a confidential laboratory code.
Data were analyzed using the U.S. En-
vironmental Protection Agency's (USEPA)
Interlaboratory Method  Validation Study
(IMVS) computer  program (1) which  is
similar to ASTM procedure D2777, "Stan-
dard Practice for Determination of Preci-
sion and Bias of Methods of Committee
D-19 on  Water" (2). The IMVS stastical
program  includes  tests  for the rejection
of outliers by laboratory ranking within
each water-type and by individual data
points within  data for each sample, fol-
lowed by estimation  of mean recovery,
single-analyst standard deviation  and
overall standard  deviation  and overall
standard deviation. Finally, regressions
are produced which relate mean recovery
(bias) and both standard deviations (pre-
cision) to sample concentration.

Discussion  of Results and
Related Comments
  Analysts seemed to encounter a prob-
lem with high THM  blank  values.  The
high THM values for blanks (greater than
5 M9/L)  appear to be  the  contribution
from the water and the buffer hypochlorite
solution. In the final calculations, the
blank contribution is subtracted from the
total amount. When the blank values are
20 to 30 jug/U it is not feasible to subtract
these values from samples of 30 to 35
  In examining the data in Table 1, the
average recoveries for each sample com-
pare very well with the "true values".
This would lead one to  believe that with
repeated analyses, the analyst should
develop skills necessary to overcome the
problems associated with the method.
  The quality  control (QC) sample dis-
tributed in this study had a known value
of 116.8 Aig/L Each  analyst was in-
structed to analyze this sample until data
compared favorably to this known value.
Only then  was the analyst  to proceed
with the six  unknowns. The unknown
sample 4 was the same sample as the
QC sample, therefore, the data from each
laboratory for sample  4  should be
comparable.
  The full report contains a  table showing
that the percent error and percent relative
standard deviation  (RSD)  are small for
the higher concentration  levels (80 to
250  M9/L). The lower levels  (25 and 37
M9/L) (sample  1  and 2)  have an  RSD
quite high for this type data. This  fact,
low  RSD  at  high  concentrations  and
higher RSD  at low concentrations  of
analyte is very common  m most studies.
  The Federal  Register  of November 29,
1979 (3.4) states that the acceptable level
of analyses of THM's cannot deviate more
than 20% from the true  value. In the
performance evaluation (PE) studies con-
ducted for certification  of  ODW labora-
Table 1.    Data Generated with USEPA Method 510.1 for Maximum Trihalomethane Potential
          (MTP) Total Trihalomethanes, vglL as CHCI3
                                          Sample
Parameters
n
TV
X
S
Sr
1 2
8 9
24.9 37.3
22.11 38.70
12.31 12.47
4.887
3 4
9 9
80.8 116.8
83.31 116.6
9.42 17.19
10.48
5 6
9 8
186.4 248.6
1900 239.2
29.61 15.03
16.40
 Where n = the number of data values after removal of outliers
      TV - true value,
      X = arithmetic mean,
      S - overall standard deviation, and
      Sr = single-analyst standard deviation.
  For the range of TTHM's from 24.9 - 248.6 pg/liter, regression equations for bias and precision
of USEPA Method 510.1_ were calculated as follows:
                  X = 1.023 (TV) - 2.09
                  S = 0.0367 (XJ_ + 11.26
                  S, = 0.0692 (X) + 2.82

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lories, acceptance limits of ±20% around
the true value are applied for TTHMs. If
these limits  (true value ±20%) were
applied to the study data, almost all the
data on samples 3, 4, 5 and 6 would be
acceptable, but many values for Sample
1 and 2 would  not be acceptable, as
shown in Table 2 by the asterisk.

Recommendations
  This method was  developed to assist
ground-water supply systems to qualify
for  reduced  monitoring.  In using  any
analytical  method, it should be obvious
that experience is necessary.  However,
this method is particularly complex and
therefore  susceptible to failure when
applied by inexperienced analysts.  The
following  points  are considered very
important:
  • It is highly recommended that the
     analysts prepare their own known
     QC sample, (see Method Sections
     5.5 and 9.2) and analyze it many
     times to assure that all parts of the
     method  are being performed  cor-
     rectly before using the method for
     real  world  samples. Duplicate
     analyses should not vary greater than
     ± 20% at concentrations  above 50
     iug/L TTHMs. If duplicate results do
     vary more than 20%, clean all glass-
     ware and prepare reagents again.
  • When a background above 5 ng/L
     TTHMs is found in the blank water-
     hypochlorite  solution, it  is  unac-
     ceptable as reagent in this method.
     Repeat Section 5.2 and 5.3 to reduce
    THM background to less than 5 M9/L-
     If background cannot be lowered to
     acceptable levels, a new  source of
     reagents must be found.
  • When the blank water-hypochlorite
     solution is persistently above the 5
     /ug/L TTHM concentration, prepare
     the  solution a week in  advance.
     Reflux as in Section 5.1.2 and cool.
     Purge with clean nitrogen or helium.
     Before using, test for chlorine con-
     tent and the presence of chloroform.
     If TTHMs background remains high,
     purge again with clean nitrogen or
     helium. The background will even-
     tually be reduced to the acceptable
     TTHMs level.
  • Prepare blank  water-hypochlorite
     solution in a laboratory away from
     organic standard-organic  analyses.
     Minimum exposure can  result in
     major contamination and unaccept-
     able high blank values.
  Although the method is cumbersome,
in the hands of a qualified analyst, it does
work.
References
1.  Gutter, E.  C.  and McCreary, J. H.,
   Interlaboratory  Method Validation
   Study: Program  Documentation,
   Battelle Columbus Laboratories, 1982.
2.  ASTM 02777-77, 1980 Annual Book
   of ASTM Standards,  Part 31, pp. 16-
   28. American  Society for Testing and
   Materials, Philadelphia, PA.
3.  Federal Register, Thursday, November
   29,  1979,  Volume 44. No.  231 40
   CFR, Appendix C - Part I.
4.  Federal Register, Thursday, November
   29, 1979, Volume 44. No. 231 40 CFR
   Appendix C - Part II.
Table 2   Maximum Trihalomethane Potential, as TTHM, ng/L Ordered Data ± 20% Criteria
Sample.
                1









TV
TV ± 20%


40.8"
35*
25
22.7
22.2
18*
11*
22*

24.9
19.9
to
29.9
54.8*
54*
57*
41
37.7
34.1
28*
267*
21*
37.3
29.8
to
44.8
97
93.2
91.5
86
84.5
77
76.6
74
70
80.8
64.6
to
97.0
138
138
130
129.8
107
105
104.3
104
93*
116.8
93.4
to
140.2
254*
204
202.1
195
185
180.1
177
159
154
186.4
1491
to
233.7
255.2
257
248.9
247
239
237.1
224
211

248.6
198.9
to
298.3
* beyond ± 20% limit

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      The EPA authors, Harold Clements (also the EPA Project Officer, see below).
       John Winter, and Paul Britton  are  with  Environmental Monitoring and
       Support Laboratory, U.S. Environmental Protection Agency, Cincinnati, OH
       45268).
      The complete report, entitled "USEPA  Method Study,  Method 510.1: The
       Determination of the Maximum Total Trihalomethane Potential," (Order No.
       PB 87-170 825/AS; Cost: $13.95, 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
                                                                           EPA
Official Business
Penalty for Private Use $300
EPA/600/S4-86/040

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