vvEPA
            United States
            Environmental Protection
            Agency
            Health E fleets Research
            Laboratory
            Cincinnati OH 4! 268
i PA GOO 1 79 014
Mar,-i 1979
            Research and Development
Health Effects of
Consumption of
Renovated Water

Chemistry and
Cytotoxicity
 "P 600/1
 79-01U

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                 RESEARCH REPORTING SERIES

Research reports ot She Office of Research and Development, I i !•-  Er
Protection Agency have been grouped into nine series These rune broad cate-
gories were established to facilitate further development and application of en-
vironmental technology Flirninst'or,  of  iraditiona!  grouping  was  consciously
planned to foster technology transfer and a maximum interface 'p related *ieios
The n'n-r series are

      1    L'nvin.i  mental health Effects Research
      2   Environmental Protection Technology
      3   Ecoioq'cal Research
      •i   Enwironrnenta' Miiormy
      ~j   Socioeconomic Environmental 3tud'fjt~
      6   ScientitT and Techmrai Assessment Repoar, (STARX
      7   !nterageiicy Energy-Envi-oi,,'i!ent Reseai-^h anl Oe 'e'cpmenr
      B   "Special" Repo'tc
      9   Miscellaneous Rt port",
This report has L'^-n ass'gnea to the- ENVlPoNMHV AL HEA-.IH E: i- -i"T •' ;:-
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                                          EPA-600/1-79-014
                                          March 1979
     HEALTH EFFECTS OF CONSUMPTION OF
RENOVATED WATER: CHEMISTRY AND CYTOTOXICITY
                    by

  Willard R. Chappell, Clive C. Solomons,
  Harold F. Walton, and William L. Weston
      Environmental Trace Substances
             Research Program
          University of Colorado
         Boulder, Colorado  80309
            Grant  No.  R803968
              Project Officer

             Herbert RoPahren
          Field Studies Division
    Health Effects Research Laboratory
          Cincinnati, Ohio  45268
    HEALTH EFFECTS RESEARCH LABORATORY
    OFFICE OF RESEARCH AND DEVELOPMENT
   U.S. ENVIRONMENTAL PROTECTION AGENCY
          CINCINNATI, OHIO  45268

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                                  DISCLAIMER
     This report has been reviewed by the Health Effects Research Laboratory,
U.S. Environmental Protection Agency and approved for publication.  Approval
does not signify that the contents necessarily reflect the views and policies
of the U.S. Environmental Protection Agency,  nor does mention of trade names
or commercial products constitute endorsement or recommendation for use.
                                     11

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                                   FOREWORD
     The U.S. Environmental Protection Agency was created because of increa-
sing public and government concern about the dangers of pollution to the
health and welfare of the American people.  Noxious air, foul water, and
spoiled land are tragic testimony to the deterioration of our natural environ-
ment.  The complexity of that environment and the interplay between its com-
ponents require a concentrated and integrated attack on the problem.

     Research and development is that necessary first step in problem solution
and it involves defining the problem measuring its impact, and searching for
solutions.  The primary mission of the Health Effects Research Laboratory in
Cincinnati (HERL) is to provide a sound health effects data base in support of
the regulatory activities of the EPA.  To this end, HERL conducts a research
program to identify, characterize, and quantitate harmful effects of pollu-
tants that may result from exposure to chemical, physical or biological agents
found in the environment.  In addition to valuable health information gener-
ated by these activities, new research techniques and methods are being de-
veloped that contribute to a better understanding of human biochemical and
physiological functions, and how these functions are altered by low-level
insults.

     This report presents data on the identification and measurement of organ-
ics in renovated wastewater along with development of toxicity testing techni-
ques.  These techniques could have application with direct and indirect reuse
of municipal wastewater for potable purposes.  With a better understanding of
the degree of insult in our drinking water, measures may be developed to
overcome some of these potentially harmful materials.
                                       R. "T7 Garner
                                       Director
                                       Health Effects Research Laboratory
                                      ill

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                                 ABSTRACT
     The objective of the research has been to develop methods to separate,
identify, and measure volatile and non-volatile compounds found in secondary
wastewater effluent, and to test the suitability of the cytotoxicological as-
say for the substances found.  Identification and measurement of volatile
organics were achieved, and known substances were submitted for toxicological
testing.  Non-volatile substances were concentrated and fractionated and sub-
mitted for both toxicological and Ames mutagenicity testing.  Toxicity testing
utilized the effect of the fractions on both metabolic and bactericidal cellu-
lar activity.  The us.e of platelets proved to be the most suitable because of
their stability and correlation with gross human toxicity rankings.  The less
polar and non-polar fractions produced toxic responses in both metabolic and
bactericidal assays.  An initial set of samples submitted for mutagenicity
testing showed definite activity in the more polar fractions.  A second series
of samples submitted for confirmatory testing showed no activity, indicating
that the concentration of mutagens varies significantly with time.

     This report was submitted by the University of Colorado in fulfillment
of Grant No. R803968, under the sponsorship of the U.S. Environmental Pro-
tection Agency.

      Correspondence  should be addressed  to:
          Willard R.  Chappell
          Director,  Environmental  Trace  Substances Research  Program
          Campus Box 215
          University of Colorado
          Boulder,  Colorado  80309
           (303) 492-7588
                                       IV

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                           CONTENTS

Foreword	
Abstract 	   iv
Figures 	   vi
Tables 	    x
Acknowledgments 	   xi

   1.   Introduction 	    1
   2.   Conclusion 	    3
   3.   Chemical Analysis 	    6
            Introduction 	    6
            Volatiles 	    7
            Non-Volatile Compounds 	   27
            Summary 	   55
   4.   Toxicity Tests:  Cellular Metabolic Studies 	   57
            Introduction	   57
            Choice of a Metabolic Pathway 	   58
            Methodology 	   61
            Results 	   64
            Discussion 	   84
            Summary and Conclusions 	   86
   5.   Toxicity Tests:  Cellular Bactericidal Studies ....   87
            Introduction 	   87
            Methodology and Results 	   88
            Discussion 	   91
            Conclusion 	   95

References 	   96
Appendices

   A.   Testing of wastewater fractions for the
       presence of possible carcinogenic substances
       employing the Ames Salmonella/mammalian microsome
       mutagenicity test	   98

   B.   Use of high performance liquid chromatography
       and thin layer chromatography in the rapid
       detection of human cellular toxicity of
       environmental substances.  By Clive Solomons
       and Nancy McDermott	  104
                               v

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                            FIGURES
Number                                                      Page

   1   Gas chromatographic assembly	   8

   2   Details of injector splitter and connection
          to flame-ionization detector 	   9
   3   Chromatogram of Denver secondary effluent
          (A)  before, and (B) after chlorination	11

   4   Chromatogram of secondary clarifier effluent,
          Pomona, California wastewater plant,
          March, 1978	19

   5   Chromatogram of Pomona, California wastewater
          following carbon treatment, March, 1978	20

   6   Pomona, California wastewater at three stages
          of treatment, May, 1978	21

   7   Wastewater from Upper Big Thompson plant: (1)
          after ozone treatment; (2) after chlorine
          treatment; (3)  secondary effluent before
          sterilization	22

   8   South Platte River, above sewage plant	23

   9   South Platte River, below sewage plant and
          confluence with Sand Creek	24

  10   Volatile organics in water from: (A) Thornton
          (B)  South Platte River near well, (C) Denver
          Sewage Plant effluent	26

  11   Apparatus for trace enrichment	29

  12.  Chromatogram obtained in trace enrichment 	  30

  13   Trace enrichment chromatography  (schematic)
          with system of fractions taken 	  33

  14   Liquid Chromatogram of one liter of Pomona
          secondary effluent  	  .  35

                                vi

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Number                                                      Page

  15   Liquid chromatograms of Denver secondary
          sewage effluent, showing the effect of
          pH on retention ..................  38

  16   Chromatograms of Denver secondary sewage
          effluent after the additional treatments
          shown .......................  40

  17   Chromatograms of three samples of Pomona
          wastewater, collected in May, 1978 ........  42

  18   Denver secondary sewage effluent, treated
          by reverse osmosis in the laboratory .......  43

  19   Blanks with redistilled water and liquid
          chroma tography-grade methanol ...........  44

  20   Chromatogram of a "pristine" mountain spring
          water .......................  45

  21   Chromatograms of Denver tap water showing the
          effect of pH ...................  47

  22   Chromatogram of Boulder tap water showing
          effect of the addition of caffeine ........  48

  23   Chromatograms (A)  of South Platte River above
          sewage plant, and (B)  of a highly contaminated
          shallow well near Boulder .............  49

  24   Chromatograms of flush peaks and a weakly polar
          fraction on anion-exchange resin .........  5^
  25   Chromatograms of (A) G2 , (B) G3 , (C) G4 on
          porous polymers
  26   Chromatograms of G5 on MicroBondapak-C-^g .......  54

  27   Partial purine pathway ................  60

  28   Effect of stress on ATP metabolism ..........  60

  29   Toxic effects of m-xylene on platelets ........  62

  30   Elution curve of pure standards using HPLC ......  63

  31   Effects of known substances at 2 ppm on U-14-C
         ATP pools of platelets using TLC,
                                                              70
                              Vll

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Number                                                      Page

  32   Effect of known substances at 0.1 ppm on the
         U-14-C pool of neutrophils by TLC	   71

  33   Effect of known substances at 1.0 ppm on
          the U-14-C ATP pool of neutrophils
          by TLC	   72

  34   Effect of known substances at 10 ppm on
          the U-14-C ATP pool of neutrophils by
          TLC	   73

  35   Dose response curves of pure substances
          acting on neutrophils 	   74

  36   Effects of known substances at 0.1 ppm on
          the U-14-C ATP and total ATP pools
          in monocytes	   76

  37   Effects of known substances at 1.0 ppm on
          the chromium release, U-14-C and total
          ATP pools in monocytes	   77

  38   Effects of known substances at 10 ppm on the
          chromium release, U-14-C £TP and total ATP
          pools in monocytes	   78

  39   Dose response curves of pure substances in
          contact with a suspension of monocytes,
          0-10 ppm chromium release data are
          shown for comparison	   79

  40   Dose response of the U-14-C ATP pool to
          concentrated extracts of sewage 	   81

  41   Comparative toxicities of fractions from
          Pomona, California wastewater using
          TLC and chromium release using monocytes	   82

  42   Reverse osmosis; toxicity of G3 and G4 permeate
          and reject fractions using neutrophils	   83

  43   Effects of sewage fraction concentrates and
          known substances on phagocytosis using
          neutrophils	   90

  44   ADCC assay: killing power as a function of
          concentration of known toxic substances
          using monocytes	   92
                               Vlll

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Number                                                      Page

  45   Comparative toxicities of fractions from
          Pomona,  California wastewater by
          chromium release	   94

 B-l   Effect of stress on ATP metabolism	106

 B-2   Elution curve of pure standards using HPLC 	  108

 B-3   HPLC raw data	109

 B-4   Toxic effect of m-xylene on platelets
          using TLC	110

 B-5   Dose response curve for chloroform	  114

 B-6   Effect of foreign surfaces on nucleotide
          metabolism	  116

 B-7   Proposed on-line monitoring system 	  117
                               IX

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                            TABLES
Number                                                     Page

   1   Retention times, programmed retention indices
         and standard deviations for a wall-coated
         open tubular column	   12

   2   Percent recoveries from spiked tenax trap by
         thermal desorption at 185°C 	   13

   3   Recoveries from aqueous solutions by the purge-
         and-trap method 	   16

   4   Concentrations of volatile organics identified in
         Columbine Water Treatment Plant, Thornton,
         Colorado	   17

   5   Concentrations of volatile organics in Denver-area
         waters and wastewaters	   25

   6   Elution sequence on C-18 columns	   39

   7   Known substances tested on 3 cell types 	   65

   8   Gross toxicity data for human and rat exposure
         derived from RTECS	   66

   9   Response of neutrophils and platelets to various
         pure compounds and to fractions obtained from
         drining water 	   67

  10   Known substances tested by neutrophils and mono-
         cyte activity	   88

 A-l   Results of full plate Ames tests on Denver
         wastewater fractions	100

 A-2   Results of Confirmatory Ames tests on Denver
         wastewater fractions	103

 B-l   Response of neutrophils and platelets to
         various compounds and to fractions
         obtained from drinking water	HI
                               x

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                        ACKNOWLEDGMENTS

     The authors gratefully acknowledge the work of many
graduate students and technicians.  We would also like to express
our appreciation to several officials of local cities and
municipalities for their aid in obtaining samples.  The report
has been greatly improved by the expert editing skills of Ms.
Terry Tedeschi who also did a skillful job of handling adminis-
trative matters during the course of the research.  We are
particularly grateful to Mr. Herbert Pahren, our E.P.A. project
officer, for his astute guidance.
                               XI

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                            SECTION 1

                          INTRODUCTION
     The increasing demands placed on water supplies by an ex-
panding population, industry, agriculture, and energy production
have led to a growing interest in the potential for direct reuse
of wastewater for human consumption.  This interest is particu-
larly intense in those areas of the world where water is already
in short supply.  At the same time there is considerable concern
about the possible risks to human health of such a practice.  It
is difficult to assess these risks because of the large number
of possible contaminants that might be present and because of
the relative paucity of data about the effects of such contami-
nants .

     For the past three years a group of researchers at the
University of Colorado has been conducting research directed at
developing better methods for establishing both the chemical
identity and the biological effects of contaminants in both un-
treated and treated effluent from wastewater treatment plants.
Most of this effort has been directed at the effluent from the
Denver Metro Sewage Plant because the Denver Water Board is
engaged in a multi-year effort to evaluate the feasibility of
potable reuse of wastewater.

     This research project has been a part of the Environmental
Trace Substance Research Program (ETSRP) at the University of
Colorado.  The individuals involved in the program were:

               Dr. Willard R. Chappell
               Professor of Physics
               University of Colorado at Denver
               Professor of Preventive Medicine
               University of Colorado Medical Center
               Director, ETSRP

               Dr. Harold Walton
               Professor of Chemistry
               University of Colorado at Boulder

               Dr. Clive Solomons
               Professor of Orthopedics
               University of Colorado Medical Center

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               Dr. William Weston, M.D.
               Associate Professor of Dermatology
               University of Colorado Medical Center

     During the first year of the project Dr. James Humbert was
involved.  When Dr. Humbert left the University of Colorado he
was replaced by Dr. Weston.  Dr. Elias Balbinder of the American
Medical Center Cancer Research Center and Hospital in Denver has
also been associated with the project.  Dr. Balbinder has per-
formed the Ames tests on some concentrates of Denver Metro
sewage effluent, supplied by Dr. Walton.

     The overall objectives of the research were:

     1)  To develop various analytical methods to concentrate,
         fractionate, and identify compounds, particularly those
         that proved to be toxic to the cells used.
     2)  To test the applicability of certain mammalian cells for
         use as in vitro models to evaluate the toxicity of
         wastewater.

     The results of this work have several potential beneficial
uses including:

     1)  The eventual development of methods for automatic
         monitoring.
     2)  Methods development for evaluating the human health
         effects of potable use.
     3)  The setting of guidelines for further toxicological
         testing and epidemiological studies.
     4)  The identification of the most important pollutants and
         classes of pollutants.
     5)  The development of gross tests for groups of contami-
         nants .

     The samples of wastewater and treated water were obtained
by Dr. Walton and his students who then used various methods for
concentrating and fractionating the samples.  The concentrates
and fractionates were then split, with samples being sent to
Drs. Solomons, Weston, and Balbinder for biological testing,
while Dr. Walton and his students performed chemical analyses.

     The following sections describe the results of the research
during the past three years.  A very small fraction of the total
effort was devoted to mutagenicity testing.  Nevertheless, some
important results were obtained and these are described in
Appendix A.  A Ph.D. thesis entitled Dynamic Headspace Enrichment
in Trace Volatile Organic Analysis of Aqueous Environmental
Samples, by Gary A. Eiceman, was also a product of this work.

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                            SECTION 2

                           CONCLUSIONS
     Considerable progress was made in the development of
methods for the concentration, fractionation, and identification
of organic compounds in treated and untreated water and waste-
water. ' This work is described in detail in Section 3 mentioned
earlier.  Some of the principal results and conclusions were:

              - The development of modifications to the
          "purge-and-trap" method that led to a signi-
          ficant simplification of the method.  The
          method allows for measurements of volatile
          compounds at concentrations of one part per
          billion or less.

              - A start was made on the more difficult
          problem of analyzing non-volatile compounds
          in aqueous solution.  This method fraction-
          ates the compounds by polarity and concen-
          trates them by as much as forty thousand
          times.  A few weakly-polar compounds, present
          in concentrations below 100 parts per billion,
          have been identified.

              - A significant result of our work was the
          demonstration of the presence of toluene,
          ethyl benzene, and the xylenes.  They have
          appeared in all the wastewater samples and
          their concentrations are higher in chlorinated
          than in unchlorinated wastewater.  It appears
          that they are produced from something in the
          wastewater, such as humic materials, by
          chlorination, yet we have chlorinated humic
          acid preparation in the laboratory and have
          found no toluene.

     'A considerable effort was made in the development and re-
finement of methods for in vitro toxicity testing.  This was
accompanied by the testing of concentrates and fractionates of
water and wastewater.  These results are described in detail in
Sections 4 and 5.  Some of the principal results and conclusions
were:

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             - Considerable progress was made in the
          measurement of adenine nucleotides (ATP,
          ADP, and AMP).  This approach allows the
          determination of the effect of contaminants
          on the energy metabolism of various cells.
          The use of a High Performance Liquid
          Chromatography (HPLC)  significantly shortened
          the time required per determination to fif-
          teen minutes per sample.

             - Three human cells were studied: platelets,
          neutrophils, and monocyt.es.  Platelets proved
          to be the most suitable for a continuous
          surveillance because they are more stable and
          the,test requires smaller quantities of blood.

             - In addition to the use of energy metabolism
          as a parameter,  the effect of toxic substances
          on the phagocytosis and killing power of  neutro-
          phils and monocytes was studied.

             - The neutrophil system was found to be
          relatively insensitive.  Moreover, this system
          is difficult to work with and is very slow.  It
          is not a suitable system for on-line monitoring.

             - Monocytes are more stable than neutrophils
          and large batches can be processed at one time.
          The depression in monocyte function induced by
          known amounts of toxic compounds corresponds
          to the changes in the energy metabolism of the
          cells.  However, the energy metabolism test is
          more sensitive than the bactericidal tests.

              - Another test that was studied involved the
          antibody dependent cellular cytotoxicity  (ADCC)
          assay.  This measures the ability to eliminate
          cancer cells and terminate viral infections.
          This test proved to be relatively sensitive.
          Again, however,  the monocytes are less stable
          than platelets and not as suitable for an on-
          line system.

              - Several toxic compounds were tested  by the
          various assays.   The greatest sensitivity was
          found to be with the platelet metabolism  which
          showed a good correspondence with the relative
          gross toxicity (e.g. LD50 for rats).

     Numerous samples of water and wastewater (both treated and
untreated) were collected from various sources.  The results of
the various chemical and biological tests on these  samples are

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described in detail in the text.  Some of the principal results
and conclusions were:

             ~ When wastewater is subjected to the
          fractionation method several distinct fractions
          were obtained.  These fractions differ in
          polarity.  The biological testing showed that
          most of the toxicity was at the non-polar end
          of the gradient.  This toxicity was reflected
          in both the metabolic and bactericidal assays.

             - Mutagenic activity was tested by the Ames
          assay.  Definite mutagenic activity has been
          observed in the more polar fractions.  However,
          this activity is not always present, which
          suggests that the concentrations of the respon-
          sible mutagens varies with time.

             - Chemical analysis indicated that reverse
          osmosis allowed some material to pass that was
          weakly polar or non-polar.

             - One fraction that is obtained from waste-
          water is of particular interest because it has
          at times been both mutagenic and toxic.  It is
          a green, polar material.  This green material
          has appeared in every wastewater sample we have
          tested.  Its visible absorption spectrum shows
          a sharp peak at 630 nm.  Gel permeation chroma-
          tography shows it to contain at least two sub-
          stances, a green component of low molecular
          weight and a pale brown component of high mol-
          ecular weight.

             - Humic material spreads itself across the
          gradient, thus' complicating chemical analyses.

             "* A number of compounds have been identified
          in several wastewaters including chloroform,
          1,1,1-trichloroethane, benzene, ethyl benzene,
          and chlorotoluene.

             - While most of the biological assays were
          responsive to varying degrees in tests involving
          concentrates and fractions of wastewater, the
          metabolic assay using platelets and the Ames
          test seems to provide the most suitable tests
          because of speed, ease, reliability, and cor-
          respondence with gross toxicity and
          carcinogenicity.

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                           SECTION 3

                       CHEMICAL ANALYSIS
INTRODUCTION

     It is convenient to group the organic constituents of natu-
ral water, treated water and wastewater into volatile and non-
volatile compounds.  Much attention has been given to the vola-
tile compounds, for they are easily separated and identified, yet
they represent only a small fraction of the total organic con-
tent.  The non-volatile compounds are much more difficult to
identify.  Indeed, the characterization of non-volatile organic
constituents of water and wastewater is one of the most difficult
and intractable problems facing the analytical chemist today.

     To study the volatile impurities we used the "purge-and-
trap" method, developed by Bellar and Lichtenberg (1), Bertsch
(2,3), Grob  (4), May (5) and others, with modifications of our
own that are described in detail in the thesis of G.A. Eiceman
(6).  For the non-volatile impurities we have turned to the
"trace-enrichment" technique of Little and Fallick (7), Creed (8)
and others; this technique is described below.

     In this investigation we collaborated closely with the
Denver Water Board, and in particular with the staff of the
Metropolitan Denver Sewage Treatment Plant, where we collected
most of our wastewater samples.  The Columbine Water Treatment
Plant at Thornton, a few kilometers down the South Platte River
from the Denver Sewage Treatment Plant, was the source of some
samples, as were the sewage plants of Boulder and the Upper Big
Thompson Sanitary District plant at Estes Park.  We also re-
ceived two air-freight shipments of wastewater from the personnel
of the San Jose Creek Water Quality Laboratory of Los Angeles
County, California.  These samples were taken at the Pomona,
California wastewater treatment plant.  One sample was taken
from the secondary clarifier effluent, another from a location
following activated carbon treatment, and a third after final
chlorination of the carbon-treated effluent.

     Other samples of water from springs, rivers and lakes were
taken locally.  In this report we shall describe the principal
analytical results, while placing most emphasis on methodology.

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VOLATILES

The "Purge-and-Trap" Method;  Outline of Procedure

     Our -method was adapted from that of May, et al. (5)  and is
similar to that of Bertsch  (2,3).   Purified nitrogen gas was
passed through a one-liter sample of water to be analyzed, which
was contained in a 2-liter three-neck flask mounted on a heating
mantle.  One "neck" carried a thermometer.  Nitrogen was led into
the flask through a tube that terminated in a glass frit; it
passed out of the flask into a glass tube or trap, 175 mm long
and 4 mm internal diameter, packed with 150 mg of the adsorbent
Tenax-GC, a porous polymer of phenylene oxide.  This adsorbent
strongly retains hydrocarbons and chlorinated hydrocarbons while
having little affinity for water.   The trap was surrounded by a
water jacket and could be cooled.

     After loading with volatile organic compounds from the
sample, the Tenax trap was removed and mounted at the inlet of a
gas chromatograph, which was fitted with a wall-coated capillary
column and a flame-ionization detector.  The adsorbed organic
compounds were transferred from the trap to the capillary column
by first cooling the column in dry ice, then quickly heating the
trap by mounting a two-piece oven around it.  Nitrogen was pass-
ed; it swept the organic compounds out of the trap and into the
column, where they were "focused" close to the column entrance.
The column oven was then turned on, evaporating the dry ice and
raising the temperature to 180  in 3 hours according to a linear
program.  The FID response was recorded.  Peaks were identified
by mass spectrometry and by comparison of retention times with
those of known compounds.

Gas Chromatography Details

     The chromatograph was a Varian Model 2400 with modifica-
tions to be described.  The column was a 30-meter glass capil-
lary, 0.25 mm internal diameter,  0.5 mm outer diameter, drawn in
a Hupe capillary drawer.  It was coated by the following pro-
cedure: A 1% aqueous solution of benzyl triphenylphosphonium
chloride was passed, then the column was baked at 200  for one
hour with nitrogen passing.  Rinsing and baking were repeated
twice, then a 5% solution of silicone oil OV-101 in toluene was
passed, and the toluene evaporated at room temperature.  The
column was mounted in the chromatograph and conditioned by pass-
ing nitrogen at 200° for one hour.

     The chromatograph was arranged as shown in Figures 1 and 2.
To transfer the volatile organic compounds from the trap to the
column, some 500 g of dry ice were placed in the column chamber,
out of contact with the column.  The trap, unheated, was con-
nected as shown in Figure 1, with the 4-port valve in the
"by-pass" position, so that the nitrogen carrier gas flowed

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directly into the column.  When the column temperature had fallen
to -40°, the 4-port valve was turned to the "load" position and
the two-piece desorption oven, preheated to 185°, was placed
around the trap.  The trap was mounted so that the nitrogen
flowed in the opposite direction to the flow during purging.
After 5 minutes the valve was again turned to "by-pass" and the
column temperature program started.

     A splitter was used to avoid overloading the column; the
splitting ratio was 4:1.  Ahead of the splitter was an injector
unit (Figure 2), whose function was to screen out accidental
particles and to ensure thorough mixing of the entering gases.
It also permitted one to make direct injections with a syringe
for calibration purposes.  At the exit of the capillary column
nitrogen was added at 30 m£/min as make-up for the flame-ioniza-
tion detector.

     For calibration, known amounts of known compounds were in-
troduced.  They were introduced in one of three ways:  (a) by
direct introduction of a solution of the compound in carbon
disulfide; (b) by first loading a Tenax trap with a solution of
the compound in methanol, passing nitrogen for 2 minutes at room
temperature to remove the methanol, then attaching the trap to
the injection port and proceeding as just described; or  (c) by
preparing one-liter portions of solutions of known concentrations
in pure water, then sparging  (purging) in the manner described.

     To make these solutions, very pure water was required.  It
was made from the house distilled water by first passing it
through a large column of the macroporous polystyrene resin
Amberlite XAD-2 (cleaned by refluxing with methanol), then re-
distilling.  The redistilled water gave good blanks (see Figure
3) .

Retention Times and Retention Efficiencies

     Table 1 shows retention times, and programmed retention
indices referred to n-alkanes.  The retention indices are more
reproducible than the times themselves.  Peak heights were pro-
portional to mass, between 0.5 and 5.0 yg of the compounds test-
ed; with loadings greater than 5 yg it was best to use peak
areas for quantitative measurement.

     The effectiveness of retention on the Tenax trap was meas-
ured by first introducing 0.5 yg of a compound directly into the
chromatograph, then loading a Tenax trap with another 0.5 micro-
gram portion and desorbing the compound into the chromatograph
(procedures  (a) and  (b) above).  The percent recoveries of 17
compounds, with standard deviations, are listed in Table 2.
They are essentially quantitative.
                               10

-------
Figure 3.  Chromatogram of Denver secondary effluent
           (a) before, and  (b) after chlorination;
           ordinates are on FID response.  (1)  chloroform
           (2) 1,1,1-trichloroethane  (3) trichloro-
           ethylene  (4) dimethyldisulfide  (5)  toluene
           (6) tetrachloroethylene  (7) p_-  and  m-xylene
           (8) ethlybenzene  (9) styrene  (10) o-xylene
           (11,12,13) p-,m-,o-dichlorobenzene.
                           11

-------
TABLE 1.  RETENTION TIMES, PROGRAMMED  RETENTION INDICES
          AND STANDARD DEVIATIONS  (IN  PARENTHESES)  FOR
          A WALL-COATED OPEN TUBULAR COLUMN

Compound
n-Hexane
n-Heptane
n-Octane
n-Nonane
n-Decane
n-Dodecane
1, 2-Dichloroethane
Benzene
Trichloroethylene
Bfomotrichlorome thane
Toluene
Tetrachloroethylene
Chlorobenzene
p-Xylene
Ethyl benzene
o-Xylene
p-Chlorotoluene
m-Dichlorobenzene
Time,
9.4
17.8
30.7
44.7
60.9
93.8
11.2
12.5
16.1
22.1
23.6
29.3
33.5
36.3
37.7
40.4
49.3
56.5
Min.
(0.8)
(1.0)
(1.0)
(1.7)
(1.8)
(0.6)
(0.7)
(0.8)
(0.8)
(0.7)
(0.7)
(0.9)
(1.1)
(1.3)
(1.6)
(1.5)
(1.9)
(1.9)
Retention Index
	
	
	
	
	
	
620
637
678
733
745
789
819
839
850
869
928
972






(7.0)
(1.5)
(1.1)
(1.6)
(1.6)
(1.0)
(0.5)
(0.8)
(0.8)
(0.6)
(1.1)
(1.1)
                            12

-------
TABLE 2.  PERCENT RECOVERY OF  500 NANOGRAMS  FROM SPIKED
          TENAX TRAP BY THERMAL DESORPTION AT 185°C
          (RELATIVE STANDARD DEVIATION  IN  PARENTHESES)

n-Heptane
n-Octane
n-Nonane
n-Decane
n-Undecane
n-Dodecane
Chloroform
1 , 2-Dichloroethane
Bromotrichlorome thane
Toluene
Tetrachloroethylene
Chlorobenzene
para-Xylene
Ethylbenzene
ortho-Xylene
par a-Chloro toluene
meta-Dichlorobenzene
78
89
109
74
115
107
93
108
83
99
99
119
114
117
113
135
150
(10)
(31)
(24)
(68)
(37)
(32)
(40)
(45)
(19)
(20)
(23)
(38)
(46)
(36)
(41)
(10)
(16)
                            13

-------
Purging Parameters and Efficiencies

     The limiting factor in the purge-and-trap method is the
transfer of compounds from the water sample to the Tenax trap.
Once on the trap they can be efficiently desorbed.  In order to
get them on to the trap, they must first be swept out of the
water, then adsorbed by the Tenax in competition with water
vapor, then retained while the purge gas is passing.  To measure
the overall efficiency of recovery we added 0.5-microgram
quantities of 20 compounds to separate one-liter portions of
water, then went through the purging and trapping procedure,
varying the conditions and comparing the recoveries.  The con-
ditions were varied as follows.

Purging Time—
     With the solution at 70° and the trap cooled to 10°, and a
nitrogen flow of 150 m£/min., purging times from 15 to 120
minutes were tried.  With n-pentane and chloroform the recov-
eries in 15 minutes were 2% and 8% respectively; they dropped to
zero with 60 minutes purging.  Evidently they are adsorbed so
weakly that prolonged nitrogen flow sweeps them out of the trap.
Benzene and trichloroethylene gave best recoveries  (46% and 36%,
respectively) with 30 minutes purging.  All other compounds gave
recoveries that increased as purging time increased.  The diffi-
cult step is to get these compounds out of the water.  Once in
the gas stream they are efficiently adsorbed.

Gas Flow—
     Nitrogen was passed for 120 minutes at flow rates between
75 and 300 m£/min.  With all compounds but the least volatile
(chlorobenzene, m-dichlorobenzene and p_-chlorotoluene) recov-
eries were best at the slowest flow rate.  If the nitrogen was
only passed for 20 minutes, however, faster flow gave better
recovery.  For 1,2-dichlorethane, bromotrichloromethane and
benzene, 100 mil/min was better than 250 m£/min.  Faster flow
gave better purging but poorer trapping.

Trap Temperature—
     Thinking that by cooling the trap the adsorption of water
by the Tenax might interfere with the retention of organic com-
pounds, we made tests with the trap cooled to 10° by the water
jacket and other tests in which the trap was allowed to come to
ambient temperature.  The recoveries of heptane, nonane,
chloroform, trichloroethylene, bromotrichloromethane, tetrachlo-
roethylene, toluene and chlorobenzene were better with the trap
at ambient temperature.  In view of the experience of other
workers, however  (4), it may be better to cool the trap.

Purging Temperature—
     It was established that the sample solutions should be
heated above room temperature while purging.  The temperature
of 70° seems to be the best.  At higher temperatures the purge

                                14

-------
gas carries too much water vapor.

Trap Size--
     Tests were made with traps containing 50 and 100 mg Tenax;
recoveries were not as good as with 150 mg.  Putting two 150-
milligram traps in series we found that the most volatile com-
pounds, chloroform, 1,2-dichloroethane, trichloroethylene and
benzene, would break through the first trap and be adsorbed on
the second.  For most compounds one 150-milligram trap was
sufficient.

     The best conditions for purging and trapping depend on the
compound sought.  We adopted the following procedure as a com-
promise :
     Purge the sample with nitrogen at 250 m£/min for 20
minutes, starting with the sample at 10° - 20 , and setting the
heating mantle so that the temperature rises to 70° within the
20 minute period.  Do not cool the trap.  After purging, remove
the trap and dry it by passing nitrogen at room temperature for
5 minutes at 50 m£/min., then transfer it to the gas chromato-
graph.  Recoveries obtained by this procedure are listed in
Table 3.

Environmental Samples

Wastewater—
     Figure 3 shows chromatograms obtained from the secondary
effluent of the Metropolitan Denver sewage plant, before and
after chlorination, along with a system blank obtained with re-
distilled water.  The chlorinated effluent is discharged into
the river.  Peaks are seen for the following compounds, listed
in the order of emergence from the capillary column, with the
most prominent peaks indicated by asterisks:
     *Chloroform
     1,1,1-Trichloroethane
     Benzene
     Dibromomethane
     Trichloroethylene
     *Dimethyldisulfide
     *Toluene
     **Tetrachloroethylene
*Xylenes
Ethyl benzene
Styrene
Methyl ethyl benzenes
Trimethyl benzenes
**Dichlorobenzenes
Chlorotoluenes
     Figure 3 shows an effect that we have observed repeatedly,
namely, an increase in the toluene and xylene concentrations
after.chlorination (see also Figure 7).  The cause of this in-
crease is unknown.  We have tried to produce it in the labora-
tory by treating sewage effluents by chlorine and by chlorinat-
ing solutions of humic acids, with no success.  Table 4, however,
suggests that the effect is real.  This table shows the concen-
trations of toluene and other compounds found at various stages
of treatment in the Columbine water-treatment plant, Thornton,
                               15

-------
TABLE 3.  RECOVERIES FROM AQUEOUS  SOLUTION
          BY PURGE-AND-TRAP METHOD (PERCENT;
          RELATIVE STANDARD DEVIATIONS  IN
          PARENTHESES)

Compound
n-Pentane
n-Heptane
n-Octane
,n-Decane
Chloroform
1, 2-Dichloroethane
Benzene
Trichloroethylene
Bromotrichloromethane
Toluene
Tetrachloroethylene
Chlorobenzene
p_-Xylene
Ethyl benzene
p_-Chloro toluene
m-Dichlorobenzene
0

66
81
59
15
12
>4
Concentration in
.5 2.5
0
(20)
(58)
(54)
(28)
(70)
5
>40
11
130
120
60
83
75
65
67
(50)
(60)
(35)
(50)
(12)
(13)
(10)
(28)

56
45
37
12
23
37
62
18
50
83
60
80
75
66
61
0
(20)
(80)
(80)
(20)
(20)
(15)
( 9)
(27)
(29)
(25)
(16)
(10)
(10)
(10)
(10)
ygA
5.0
8
70
27
17
38
53
68
82
46
85
89
54
67
67
70
64
(45)
(10)
(26)
(20)
(10)
(14)
(24)
( 4)
(28)
(38)
(10)
(13)
(10)
(10)
( 6)
( 7)
                     16

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Colorado.  (The city of Thornton draws some of its drinking
water from shallow wells near the South Platte River, a few ki-
lometers downstream from the discharge of the Metropolitan
Denver sewage treatment plant, and the pattern of volatile
organic compounds shows that the well water is very similar to
that of the Denver effluent).

     Other investigators have noted concentrations of benzene,
toluene and xylenes in the range 0.1-0.4 yg/£ in finished drink-
ing waters that were not present in the raw waters (9).

     Chromatograms of the first shipment of Pomona wastewater,
in March 1978, are shown in Figures 4 and 5.  Figure 4 shows the
secondary effluent before carbon treatment.  Figure 5 shows the
wastewater after carbon treatment.  Peaks due to toluene and
xylenes are prominent, though they appear to be reduced by
carbon treatment, relative to the chlorinated aliphatics.
Figure 6 shows chromatograms of all three stages in the Pomona
wastewater shipped in May.  Here we can see that carbon treat-
ment reduced the concentrations of aromatic compounds,  at least
with respect to the chlorinated aliphatics, chloroform and
trichloroethane.

     At the Upper Big Thompson Sanitary District plant near
Estes Park, Colorado, the secondary treated sewage effluent is
being sterilized by ozone before discharging into the river.
Figure 7 shows chromatograms of this water before treatment at
the plant, as well as after treatments with ozone and chlorine
in the laboratory.  The difference in the effects of ozone and
chlorine treatments is very clear.  Ozonation produces n-alkanes
and aldehydes (10).  Chlorination produces chlorotoluenes and,
apparently, toluene itself.  The toluene peak is prominent in
all chromatograms except that of the undisinfected water.

River waters, potable waters, spring and lake waters—
     A typical polluted river is the South Platte, which flows
through Denver.  A chromatogram of the volatile compounds up-
stream from the sewage plant is shown in Figure 8 and one taken
after the river has received the sewage plant effluent plus the
water of highly-polluted Sand Creek is shown in Figure 9.  The
contrast is obvious.  The concentrations found from the chromat-
ograms, after allowing for the flame-ionization response factors
and overall recovery efficiencies  (Table 3), are shown in Table 5.

     Below the Denver sewage plant, on the South Platte River, is
the city of Thornton.  As we have mentioned, Thornton draws some
of its drinking water from shallow wells near the river.  A
chromatogram of one of these wells appears in Figure 10, to-
gether with chromatograms of the river water and of the Denver
sewage effluent.  The persistence of the peaks due to dichlo-
robenzenes, in particular, indicates that traces of organic
compounds from Denver enter the Thornton well.

                                18

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Figure 5.  Chromatogram of Pomona,  California
           wastewater following carbon treatment,
           March, 1978.
                      20

-------
Figure 6.  Pomona, California wastewater at three
           stages of treatment, May, 1978.
                           21

-------
Figure 7.  Wastewater from Upper Big Thompson  plant:  (1)  after
           ozone treatment;  (2) after  chlorine treatment; (3)
           secondary effluent before sterilization.
           (A) hexane (B) pentanal  (C)  heptane (D)  toluene (E)
           hexanal  (F) octane  (G) xylenes  (H)  heptanal (I)
           nonane  (J) octanal  (K) decane  (L) nonanal  (M)  chloro-
           toluenes.
                               22

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     A
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                       TIME
  Figure 10.  Volatile organics in water  from
              (a) Thornton well, 3-1,  (b)South
              Platte River near well,  (c) Denver
              sewage plant effluent.   Peaks  iden-
              tified:  (A) chloroform  (B)  toluene
              (C) tetrachloroethylene  (D) m-and
              p-xylene (E) ethyl benzene  (F) o-
              xylene (G)  dichlorobenzene.
                       26

-------
     Water from an experimental reverse osmosis unit at the
Denver sewage plant showed marked peaks at positions correspond-
ing to chloroform, toluene and tetrachloroethylene, as well as
lesser peaks, indicating that reverse osmosis did not remove
the more volatile compounds.  Activated carbon treatment does not
remove these compounds either.  Liquid chromatography, however,
showed that carbon filtration and reverse osmosis were effective
in removing the less volatile and more polar impurities from
water (see below).

     Tap waters from Denver and Boulder were examined and showed
very little volatile content, well below 1 ug/£.  The city of
Boulder, Colorado, has an unusually clean source of drinking
water.  Humic material is present, but there is little contami-
nation of human origin.  The water is chlorinated and clarified
with alum before distribution.  No toluene or other aromatic
hydrocarbons were found at any stage of the treatment, though
trihalomethanes were found in low concentrations.  It seems that
precursors of toluene may exist in wastewater but not in un-
contaminated natural waters.

     Pristine mountain water from a spring in the timber at
8,000 feet elevation (2,400 meters) showed five peaks, two of
high volatility emerging near the beginning of the temperature
program, and three of low volatility emerging near the end.  The
concentrations were about 0.1 yg/fc.  Identifications were not
attempted, but one may speculate that the compounds came from
the decay of humic material.  Similar peaks of low volatility
appeared in Denver tap water.  Water from Grand Lake, Colorado
was almost devoid of volatile organic matter.

NON-VOLATILE COMPOUNDS

Non-Volatiles by "Trace Enrichment"

     The trace enrichment technique depends on the absorptive
properties of porous silica coated with chemically-bonded
octadecyl groups  (C-, „) .  This material is a universal absorbent
for all organic compounds except those that are very water-
soluble, ionized or highly polar, and it is widely used as a
column packing in liquid chromatography.  If water that contains
traces of dissolved organic compounds is pumped through a tube
or column packed with octadecyl silica, the less polar compounds
are retained.  Even phenol and caffeine, compounds that dissolve
significantly in water and are considered to be fairly polar,
are held quite strongly.  One can pump a large volume of a very
dilute solution, of concentration 1 ppm or less, and find that
these compounds are quantitatively retained.

     The absorbed compounds can be released and stripped from
the column by passing a water-miscible organic solvent like
methanol or acetonitrile.  Mixtures of the solvents with water

                               27

-------
may be used, and a selective release of the absorbed substances
is accomplished by adding methanol to water in progressively
higher proportions, starting with pure water and ending with pure
methanol, according to a solvent program or gradient.  The most
water-soluble or polar compounds leave the column first, and the
most hydrophobic or non-polar compounds leave last.  Each com-
pound or group of compounds can be recovered as a relatively
concentrated solution, and the concentration can be further
raised by evaporating the solvent.  Organic compounds originally
present in, say, five liters of water can be concentrated into
volumes of 2 m£ or less.

     The apparatus we use is shown in Figure 11.  The pumps are
Waters Assoicates Model 6000 A adjustable-speed liquid chromato-
graphy pumps; they are controlled by a Waters Associates Model
600 Solvent Programmer.  The column is of stainless steel, 50 cm
long, 1 cm internal diameter.  Following the column is an ultra-
violet liquid chromatography detector; normally this was a
single-wavelength detector reading the absorbance at 254 nm,
though a Schoeffel variable-wavelength detector was sometimes
used.  The signal from the detector was recorded.  A typical
record obtained with wastewater and most city water supplies is
shown in Figure 12.  The significance of the record is discussed
in the next section.

     The column was packed with Bondapak C^g-Porasil B, from
Waters Associates.  This material has a large particle size, 37-
75 pm, and is usually used for preparative chromatography.  Its
chromatographic resolving power is rather poor; it is rated by
Waters Associates at 350 plates per meter.  We chose it, rather
than the' high-resolution Micro-Bondapak C-.Q, because it absorbed
and desorbed the constituents of wastewater reversibly and never
clogged up.  In our first summer's work we used expensive, pre-
packed, microparticulate, analytical columns and ruined two of
them; an irreversible sorption took place after pumping several
liters of water, the back pressure rose to an intolerable level,
and we were not able to clean and unplug the columns.  We have
used the Bondapak C,g-Porasil B column for two years and it
flows as easily as ever; the back pressure with water at 7 m£/min
is about 600 psi.  The brown humic materials of wastewater are
reversibly absorbed and desorbed.  After a year's operation we
flushed the column with acetonitrile, chloroform and hexane, and
extracted 100 mg of white, waxy solid whose infrared spectrum
was that of a straight-chain paraffin with some -C-0- linkages.
This was the only indication of irreversible absorption.

     The Bondapak was packed dry into the column; no special
equipment or technique was needed.  Though the resolving power
is modest, it is sufficient for our present needs.  We tested
other packings, including graphitized carbon and the porous
polystyrene gel Hitachi-3010, and found them to retain humic
materials irreversibly.

                                28

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       MIXER
      PUMP
        A
SAMPLE
      WATER
  PUMP
    B
METHANOL
            SOLVENT
            PROGRAM
                               1
                  COLUMN
                  SILICA-C,8
                  37-75 MICRONS
                     RECORDER
       Figure 11.  Apparatus for trace enrichment.
                        29

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     SALTS
     OF ACIDS
     (R COO No)
    IONIC AND
    HIGHLY-
    POLAR
    COMPOUNDS

                         HUMIC ACIDS
POLAR  COMPOUNDS
                                WEAKLY-POLAR
      NON-
      POLAR
      COMPOUNDS
    SAMPLE  !H2°!   GRAD.ENT    I
       METHANOL
(TO 2 LITERS) '   Q%  (30 min.) ^ |00o/o

                             CH3 OH
Figure 12.  Chromatogram obtained in trace enrichment.
                     30

-------
      We  went  to  the  large-sized  column  (1  cm x 50  cm)  to produce
 fractions  that would be  large  enough  for toxicity  tests  and for
 more  detailed chemical examination.   Our practice  is  to  collect
 a relatively  small number  of fractions  on  the first operation,
 to test  each  fraction for  toxicity  and  mutagenic action, and
 then  to  subdivide each fraction  further, paying special  atten-
 tion  to  the more toxic fractions.   The  mode  of operating the
 column is  summarized here:

 Sample Preparation--
      Filter under suction  through glass fiber filters, finishing
 with  0.7-micron  filter.  Before  the last filtration,  heat the
 sample to  70° -  80°;  suction filtration then removes  dissolved
 air.  Finally, adjust the  pH to  7.5  - 7.8  by adding nitric acid.

      Filtration  is necessary to  avoid blocking the pumps or the
 column;  dissolved air must be  removed to avoid vapor  locks in
 the pumps.  The  pH adjustment  is needed to avoid chemical attack
 on the porous silica packing  (which occurs above pH 8) and to
 convert  the weak organic acids of the sample to their anionic
 forms.   The effect of pH on the  elution pattern will  be  de-
 scribed  below.

      In  some  experiments where we wanted to  process a large
 amount of  sample, we performed a preliminary concentration by
 fractional freezing,  using a Model  3-1000  freeze concentrator
 (Virtis  Co.,  Gardiner, NY).  This operation  was done  at  the
 Water Quality Laboratory of the  U.S.  Geological Survey in
 Lakewood,  Colorado.   The "freeze concentrate" was  one-tenth the
 volume   of the original  wastewater  and  was difficult  to  filter
 because  of the high  concentration of  detergents and suspended
 clay.  Most of the suspended matter was removed by centrifuga-
 tion, after which the filtering  was  relatively easy.

 Sample Loading—
      Pump  the desired volume of  filtered sample through  the
 Bondapak column  at 7 m£/min.,  using one Waters Model  6000 A
 pump.  In  the early  work the volume was 2  liters of wastewater
 or 1  liter of 10:1 freeze  concentrate.  Later we routinely
 pumped 6-10 liters of filtered wastewater  to get enough  material
 for further study.

     Another way to handle larger samples is to use an auxiliary
 "collector column"  15 cm x 1.0  cm internal  diameter,  packed with
 the same  Bondapak-Cig that was  used in the  main analytical
 column.   We pumped  sewage effluent through  this column without
 deaerating it or adjusting the  pH;  however, between the pump and
 the collector column  were three tubes packed with filtering
 materials,  glass beads, sand,  and glass  wool.  The  pump was a
Madden diaphragm pump that was  insensitive  to suspended matter
 and could be  left to  run  all day without attention. After pump-
 ing 3  gallons  (12 liters) of secondary sewage effluent through

                               31

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the collector column at 0.5 liter per hour we disconnected the
column, flushed it with distilled water, connected it to the in-
let of the analytical column and started the water-to-methanol
program that is described in the next section.

     A collector column of Bondapak-C,g was used by May, et al.
(5) to concentrate poorly-volatile hydrocarbons from sea water
and marine sediments; they attached the loaded column to an
analytical column of MicroBondapak C, g and applied a water-to-
methanol gradient, as we have done.  use of a separate collector
column is clearly more convenient than pumping the whole sample
through the main column, but with wastewater, the suspended
matter causes a serious problem.  The "on-line" filters that we
have used so far are inefficient.  Our collector column became
fouled with black material after a few gallons of wastewater had
passed, and it lost its effectiveness.  We shall experiment with
better on-line filters to see if this fouling can be avoided.

Flushing, Gradient Elution—
     With the solvent programmer activated and the methanol
pump (B) (see Figure 11) ready to operate, reduce the flow rate
to 5 mJl/min and turn the solvent selector valve of the water
pump (A) to admit pure water.   (This was a house distilled water
that had been passed through a bed of Amberlite XAD-2 resin and
redistilled in glass.)  Pump pure water for 15 minutes, then
start the water-to-methanol gradient, a linear gradient from 0%
to 100% methanol in 30 minutes.  Meanwhile, run the UV detector
and recorder, and collect samples as appropriate.  We use the
scheme shown in Figure 13.

Testing the Fractions—
     Collect each fraction in a glass-stoppered bottle, and
concentrate to the final volume desired (usually 2 m£) on a
rotary evaporator (Buchi Rotavapor-M).  Transfer the concentrat-
ed fractions to 4-milliliter glass vials for storage, in treat-
ing the last fractions  (G5 in Figure 13), where the solvent is
practically pure methanol, see if solids that stick to the glass
evaporation flask  separate and are not transferred to the
sample vial.  If this is happening, rinse the evaporation flask
with small amounts of 95% ethanol to ensure that all solutes are
removed and transferred.  Note the approximate alcohol concen-
tration for the information of those who will perform toxicity
tests.

     It is in the form of these 2-milliliter concentrates that
the fractions are submitted for mutagenicity and toxicity test-
ing.  For chemical testing  (secondary chromatography) we pre-
ferred to evaporate fractions G4 and G5 nearly to dryness and
take up the residues in methanol.
                               32

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 FLUSH

Figure 13.
        GRADIENT
Trace enrichment chromatography
(schematic) with system of
fractions  taken.
                    33

-------
The Liquid Chromatography Elution Record

     The chart-paper record of UV absorbance against time and
solvent volume looks like Figure 12 (schematic) or Figure 14
(an actual wastewater).  If the column is originally filled with
pure water, and wastewater is then introduced, the UV absorbance
rises sharply, as soon as the wastewater enters the detector,.
and eventually levels off.  We see that some UV-active material
passes through the column without being absorbed at all, while
other material is held weakly by the column.  The column is
soon saturated with these weakly-absorbed substances.

     The substances that pass through the column during loading
account for some 60-75% of the total organic carbon in the
sample.  Total organic carbon was measured with a Dohrmarm
Envirotech Analyzer, Model DC 52-D.  They do not appear to be
toxic, and we have therefore not tried to characterize them, but
we can expect them to be salts of relatively strong acids  (like
uric acid, pK  = 3.9) and substances that are very soluble in
water, like sugars, which were found in wastewater by Pitt and
others (11).  Sugars and many other organic compounds would not
be "seen" in the ultraviolet.  Inorganic salts likewise pass
through the column without being retained or "seen" in the ultra-
violet.

     After the sample has been pumped we pass redistilled water
for 15 minutes to flush the column before beginning the methanol
gradient.  As soon as the distilled water reaches the detector
the UV absorbance rises abruptly to a high maximum, then falls
more gradually.  We call this peak of absorbance the "flush
peak".  We have found the following facts about the material in
the "flush peak":

     -  It is moderately toxic
        Its pH is about 8
        Its UV spectrum is changed by adding acid, suggesting
        that salts of weak acids are present.
        The total organic carbon accounts for about 5% of the
        organic carbon originally in the wastewater.
        The peak height is decreased if the pH of the sample is
        lowered.
        Several substances are present, and they can be partial-
        ly resolved by liquid chromatography on a column of
        anion-exchange resin.  Some of the peaks from the resin
        column can be shown to be due to anions, others to
        neutral compounds.  A refractive index detector placed
        in series with the ultraviolet detector reveals no new
        peaks; that is, the compounds of the flush peak are all
        aromatic in character.
        The solution flushed from wastewater is light brown in
        color.
                               34

-------
                    x|.28
     FLUSH GRADIENT
     i
Figure 14.
            I
Liquid chromatogram of one
liter of Pomona  California
secondary effluent; pH 7.8.
                 35

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     We were able to produce an artifical "flush peak" from dis-
tilled water by adding benzoic acid, but only if we also added a
salt like sodium sulfate or nitrate in a concentration 0.001 M
or so.  The UV spectrum of this flush peak was that of the
benzoate ion, not benzoic acid.

     Clearly, the "flush peak" represents material that is weak-
ly absorbed by the Bondapak-C^g and is released by passing pure
water.  The role of electrolytes in forcing the retention of
benzoic acid, which is subsequently released by flushing with
water, is not obvious and may involve the absorption of sodium
benzoate ion pairs.  If we flush with a salt solution instead of
pure water, no peak appears.

     When the methanol gradient is started the UV absorbance
first drops, then rises, at first rather slowly, then rapidly.
The color of the effluent is at first very pale, then, after the
UV absorbance has been rising for 2 minutes, it becomes deep
brown.  Most of the brown material in the wastewater is concen-
trated in this peak, which we label "Gl". (The G stands for
"gradient".)  After the UV absorbance reaches its maximum and
begins to fall, generally 15 minutes from the start of the
gradient, the effluent color changes sharply from brown to blue-
green.  It remains green for 2-3 minutes (10-15 m£), then
changes to light brown.  Sometimes the absorbance rises to give
a small "hump" while the green fraction is passing.  We collect
the green fraction separately.  It is toxic and possibly muta-
genic.  It has appeared in every wastewater sample we have test-
ed, and its visible absorption spectrum shows a sharp peak at
630 nm.  Gel permeation chromatography (see section entitled
"Secondary Chromatography and Peak Identification") shows it to
contain at least two substances, a green component of low
molecular weight and a pale brown component of high molecular
weight.

     Following the green fraction, the UV absorbance falls and
eventually drops to zero some 10 minutes (50 m£) after the
gradient has ended.   (Between the time the liquid leaves the
pump and the time it reaches the UV detector, 30 m£ have passed
and 6 minutes have elapsed.  Most of the absorbed organic mate-
rial has been stripped from the column, therefore, before the
methanol concentration reaches 100%).

     The last fraction, G5 of Figure 13, contains the substances
that are least polar, and it is here that most toxicity is
found.  The G5 fraction is a very pale pink, almost colorless.
All the other fractions have a brown color  (except green G2),
showing that the humic material spreads itself all over the
gradient.  It complicates the chemical analysis, and frustrates
attempts to do gas chromatography-mass spectrometry.

     The general form of the elution record for wastewaters  is a


                               36

-------
broad wedge-shaped peak on which is superimposed smaller peaks
and minor irregularities.  The "envelope" of the peak may be
very largely due to humic substances, but we recall that the
resolving power of the column is not great, and many individual
peaks will merge into a continuum.  At this point, the width and
form of the "humic acid" peak depends on the pH of the sample
that is loaded.  The lower the pH, the wider and higher the
peak.  Figure 15 shows the effect.  At the lowest pH (3.9)  the
envelope is broad and carries at least five distinct peaks.  The
flush peak, meanwhile, is small.  As the pH is raised,  the peaks
in the gradient region disappear one by one, and the envelope is
thinned down.  At the same time the flush peak grows higher.
The obvious interpretation is that weak acids are present that
are retained by the column in their undissociated forms (HA) but
not in the ionic forms (A~).   The ionic forms come out in the
pre-flush stage or are somehow transferred to the flush peak,
perhaps through the retention and subsequent release of ion
pairs.

     The effect seen in Figure 15 makes it necessary to control
the pH of the samples before they are- loaded on to the column.
A high pH is preferred to a low pH, because toxic substances are
likely to be non-ionic compounds like chlorinated pesticides and
polycyclic aromatics, whose retention is independent of pH, and
at high pH there is minimum retention of unwanted humic acids.
The pH may not be raised above 8, we repeat, because the bonded
silica column packing would be attacked.

Elution of Known Compounds

     A number of known compounds were loaded onto the column by
the standard procedure, starting with distilled water or tap
water "spiked" with the compounds at concentrations of 1-2 ppm.
The elution times depended on the size of the column, the flow
rate, and the gradient.  Times were measured early in this
research, and different columns and conditions were used.   The
sequence of elution was the same in all the columns, however.
Table 6 shows the elution sequence, and approximate retention
times referred to our standard 1-cm by 50-cm column.

     Compounds that eluted early, like phenol and caffeine, may
have moved down the column during the water flush, but doubling
the flush period reduced the retention time of caffeine by less
than one minute.  The prescribed 15 minute flush period is,
therefore, not critical.

     The sensitivity of detection was estimated by introducing
known 5-microgram quantities of caffeine.  The peak height under
standard operating conditions was 0.02 absorbance units at
275 nm.  In two liters of water this represents a concentration
of 2.5 ppb (yg/£).  This is very satisfactory, but we should
note that in high performance liquid chromatography we detect

                               37

-------
                                                pH 7.9
      GRAD.
GRAD.
GRAD.
Figure 15.   Liquid chromatogram of Denver secondary sewage
            effluent showing the effect of pH on retention;
            full-scale  absorbance - 0.64 unit.
                             38

-------
10 ng of caffeine, because the peaks are so much narrower with
short columns and fine packings.

Liquid Chromatography and Tqxicity of Treated Wastewaters

     In October, 1977, the Denver sewage plant tested, on a
small scale, the effects of reverse osmosis and activated carbon
on the secondary effluent.  We obtained samples of the products
and ran chromatograms, with the results shown in Figure 16.
Both treatments reduced the organic content considerably. Com-
paring Figure 16 with Figure 15, for instance, one should note
           TABLE 6.  ELUTION SEQUENCE ON C-18 COLUMNS
     Compound
Minutes from start
   of gradient
Phenol

Caffeine

Benzyl  alcohol

Benzaldehyde

Meta-cresol

Meta-chlorophenol

Ethyl benzoate

Diethyl phthalate

Atrazine

Naphthalene

Dibutyl phthalate

Diphenyl oxazole

Pyrene
        19

        20

        22

        25

        26

        28

        29

        30

        30

        32

        34

        35

        36
Note:  This is a composite of results from three columns packed
with octadecyl silica.  The elution times are scaled to our
"standard" 1-cm x 50-cm column at 5 m£/min with a 30-minute
linear gradient.
                               39

-------
 TREATED
 SEWAGE
 EFFLUENT
  xO.08
  ABSORBANCE
  FULL SCALE
  CARBON-
  TREATED
  (1500ml)
    REVERSE
    OSMOSIS
    (1100ml)
Figure 16.
                         GRADIENT
Chromatograms of Denver secondary sewage
effluent after the additional treatments
shown.
                      40

-------
 that full-scale deflection was  only 0.08  absorbance units in
 Figure 16,  but 0.64  units  in Figure 15.

      Reverse  osmosis suppressed the flush peak and the pre-flush
 absorbance, indicating that it  removed all electrolytes,  in-
 cluding inorganic salts and ionized organic acids.  The salt
'content was checked  by titration and was  below 10   N.   Carbon
 treatment does not remove  inorganic salts and only partially re-
 duces the inorganic  acid content (as indicated by  the  flush
 peak).   Both  treatments remove  the  big humic acid  peak,  and both
 let pass some material later in the gradient,  corresponding to
 our G3 fraction.   We were  not able  to make toxicity tests with
 these fractions because the Denver  pilot  plant shut down just
 after we took our samples.

      Samples  were also obtained,  before and after  carbon treat-
 ment,  from the Pomona, California treatment plant.  The liquid
 chromatography curves showed carbon treatment to be effective
 (see Figure 17).   The treatment does not  remove the flush peak,
 though it thins it down, and it does not  remove the most polar
 part of the humic material,  but it  does remove the less polar
 material,  especially that  corresponding to our G4  and  G5 frac-
 tions.   Measurements of total organic carbon showed an overall
 reduction of  about one-third, the pre-flush or polar material
 being reduced only 20%.

      The tests of toxicity showed (1)  that most of the toxicity
 was at the  non-polar end of the gradient,  and (2)  that carbon
 treatment reduced this toxicity.

      To test  reverse osmosis we purchased a laboratory water
 purifier,  Milli-R04,  from  the Millipore Corporation, Bedford,
 Massachusetts, and modified it  so that a  limited volume of feed
 water could be re-circulated.  Eight liters of Denver  secondary
 sewage effluent were treated and divided  into 4 liters that had
 gone through  the membrane  (the  permeate)  and 4 liters  that had
 not gone through the membrane (the  reject).  The chromatograms
 are shown in  Figure  18. The volumes indicated are those of the
 samples that  were loaded onto the chromatographic  column;  thus,
 the difference between the permeate and the reject is  greater
 than the chromatograms show.

      Reverse  osmosis reduced the total organic carbon  consider-
 ably,  and removed electrolytes, suppressing the pre-flush absor-
 bance and the flush  peak.   Once again, reverse osmosis allowed
 some material to pass in the middle of the gradient, and there
 was evidence  that non-polar and weakly polar substances were
 passing.   Toxicity tests confirmed  that some of the undesirable
 weakly-polar  substances were passing the  membrane, but they
 showed that on the whole,  reverse osmosis was effective in re-
 ducing the  toxicity.


                                41

-------
       (xl.28)
                                             SECONDARY EFFLUENT
                                             Dissolved organic carbon:
                                             Initial, 9.3 ppm
                                             Pre-flush, 6.3 ppm

                                             CARBON - TREATED
                                             Dissolved organic carbon:
                                             Initial, 10 ppm
                                             Pre-flush, 6.3 ppm
                                             FINISHED, CHLORINATED
                                             Dissolved organic carbon:
                                             Initial, 6.5 ppm
                                             Pre-flush, 5.0 ppm
                                             Dissolved aluminum (incl.
                                                colloidal),  0.4 ppm
                                              SAMPLE SIZE:  in each case,
                                                         2 liters
Figure  17.
                                              VOLUME
Chromatograms of  three samples of  Pomona,
California wastewater, collected in May,  1978
                                  42

-------
                               DENVER  SEC.  TREATED
                               MAY 1-3,  1978
     (x 1.28)
  E
  c
  cvi
   *»
  LJ
  O
  m
  o:
  o
  (O
  CD
        VOLUME
                                             REVERSE QSMDSIS REJECT
                                             Sample volune, 850 ml
                                             Dissolved organic carbon:
                                             Initial, 24 ppm
                                             Pre-flush, 8 ppn
                   REVERSE OSM3SIS PERCOLATE
                   Sanple volune, 2.0 liters
                   Dissolved organic carbon;
                   Initial, 2.2 ppn
                   Pre-flush, 2.0 ppn
GRADIENT
Figure  18.  Denver secondary effluent, treated by  reverse
             osmosis in  the laboratory.
                               43

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Liquid Chromatography  of Tap Waters and Environmental Samples;
Solvent Blanks

     Some miscellaneous chromatograms are included here.   Since
the carbon content of  these waters is much less than that of
wastewaters,  attention to solvent blanks is necessary.  Figure
19 shows the  blanks with freshly redistilled water and two
commercial brands  of liquid chromatography grade methanol.  The
water was purified as  described above.  The XAD-2 resin filter
used to clean the  house distilled water must be changed and re-
fluxed with methanol in the Soxhlet extractor mode every month
or so.

     Figure 20  shows a chromatogram of the pristine spring water
that is described  above in the section on volatile compounds.
Ionized organic compounds are present, as well as the ubiquitous
humic acids.   The  small peak at the end of the gradient is due
to the solvent  blank.  Note that full-scale deflection is only
0.08 absorbance units.
   BRAND "X"
                    BRAND "Y"
                       (xQ.16)
      Figure 19.
Blanks with redistilled water and liquid
chromatography-grade  methanol.
                              44

-------
 MOUNTAIN
 SPRING
 WATER
(1100 ML)
                      (xO.08)
Figure 20
                    GRADIENT
           Chromatogram of a "pristine
           mountain spring water.
                45

-------
     Chromatograms of Denver tap water are shown in Figure 21.
The effect of pH, previously discussed, is clearly seen, and it
is evident that this water contains considerable humic material.
The sharp, high peak beyond the end of the gradient was spurious.
It was caused by a surface-active agent of formula (CoH7) ~,C *CgH4
(0 CH2CH2)n'OH, which was coming out of the Millipore HAWP
filters we were using at that time.  (Identification was made by
mass spectrometry and ultra-violet spectrometry).  We changed to
polycarbonate membrane filters, and then, when we confirmed that
these filters could absorb dissolved naphthalene from water, we
avoided membrane filters altogether and used only glass-fiber
filters.

     Figure 22 shows chroinatograms of Boulder tap water; Figure
23 shows water of the South Platte River in Denver, above the
sewage plant discharge, and water from a shallow well in
Boulder, 0.5 kilometers down from the old, now abandoned plant
of Arapahoe Chemical Company.  These two chromatograms were
early ones obtained with the microparticulate, analytical C-18
column.  They show the resolution that such columns will give,
and Figure 23b shows tho complexity of this unusual water.

Secondary Chroinatography and Peak Identification

     The resolving power of the large Bondapak column is poor.
The absorbent, Bondapak Cng-Porasil B, was chosen because it
would absorb and desorb trie constituents of filtered sewage over
and over again with no irreversible sorption; moreover, it is
easy to pack and gives little back pressure.  With this column
there is no hope of isolating individual compounds, save in
exceptional cases like i:he surfactant from the filters that
appeared as a spurious peak in Figure 21.  Each fraction, Gl
through G5, contains many compounds of moderate molecular
weight, as well as the ever-present humic substances.  To separ-
ate individual compounds and to have any hope of identifying
them, it is essential to use columns of high resolving power,
and preferably columns and solvents that have different kinds of
selectivities.  The idea is to collect fractions from the first
column, concentrate them by evaporation in the manner described,
and then inject them  i jr.: o I'h^ high-resolution column.

     So far, three kind:-> o1: absorbents have shown promise as
packings for secondary high-resolution columns.  One is a strong
base anion-exchange resin (Awinex A-25, Bio-Rad Laboratories);
using buffered alcohol-water mixtures, we have achieved good
chromatograpby of th-?  P.usr> peak, which contains very polar
compounds, and have: .  ,, ./olyacrylate, etc.) and different

                               46

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           DENVER  CITY  WATER
                           (b)
                           pH8.3 I*0.64
 GRADIENT
                   GRADIENT
Figure 21.
Chromatograms of Denver tap water
showing effect of pH.
                   47

-------
                   FLUSH
                      GRAD.
Figure 22.
Chromatogram of Boulder tap water,  showing
effect of the  addition of caffeine.
                         48

-------
Figure  23.
FLUSH  GRAD.       FLUSH GRAD.
 Chromatograms of  (A) of South  Platte River
 above sewage plant, and (B)  of a highly
 contaminated shallow well near Boulder.
                         49

-------
  ANION-EXCHANGER CHROMATOGRAMS
      FLUSH
      PEAK
      o     b
                           END OF
                           GRADIENT
Figure 24.
Chromatograms of  flush peaks and a weakly
polar  fraction on anion-exchange resin;
eluent: acetate buffer, pH  5.5 in 25%
ethyl  alcohol.
                        50

-------
functional groups.  Materials or small, particle  size,  specially
designed for liquid chromatography, have become  available  from
Japanese manufacturers in the past year or two.  The  third class
is the microparticulate bonded packings that are so widely used
in liquid chromatography today.  The moot popuJar of  these,  and
the only one we have worked with to date, 3 s the microparticu-
late C]_g-bonded silica.  Chemically this is the  same  material
as we used in our main column, but the particle  size  is much
less, the available surface area is much greater, and there are
other minor differences.  The loading capacity is small, but the
resolution is excellent.

     Figure 25 shows chromatograms obtained on porous polymers.
The solvent in each case was 55% (v/v) acetonitrile,  0.02  molar
in tetrabutylammonium hydroxide.  Curve A. shows  the green  G2
fraction on Hitachi 3010 polystyrene gel; curves B and C are for
G3 and G4, respectively, on Toyo Soda r,!SK LS JiO polystyrene
gel.  The peaks appearing earliest are those corresponding to
the highest molecular weight.  Not shown are some preliminary
data from the prepacked Toyo Soda column ol a hydrophilic  gel,
G-2000-SW, which establishes the molecular weight range in
fractions Gl and G3 to be 20,000 and below.  The resolution of
the green fraction, G2, into two component,'-; has  been  mentioned;
the first, of high molecular weight, :is a liunt  brown color; the
second, which is blue-green, probably had ... molecular  weight
below 1,000.  Fraction G3 is clearly very complex, while frac-
tion G4 is neatly divided into a portxon of high molecular
weight that comes out fjrst, fo] lowed by a sr-rier. of  compounds
of relatively low molecular weight' (b^iow  'f()f)0) that is par~
tially resolved.

     We are on the threshhold oi solv.iug cue problem  that  has
perplexed us, the problem of removing Lne high-molecular-weight
humic substances in order to faciliLato chemical analysis  of the
simpler compounds.  We see three ways to appjoach this problem:

     1.  Absorb the humic acids or; -jr, .jnic *n-~exchange  resin
         column.  Inspection of the res.I.ii shows  that  they  are
         retained very strongly .-n-; a marrow, dark brown band at
         the entrance to the colunri.
     2.  Use size-exclusion porous pojyirot gels, as lust de-
         scribed .
     3.  Filter the solutions throviqh  membrane ultrafilters like
         the "Diaflo" (Amicon B.V./Th^ Netherlands)  ultra--
         filters used to separate pi-jtoins.  We  have  seen  that
         these filters can fractionate onr GJ samples.

     The least polar fraction fron'. the me i a column, fraction G5,
contains very little humic substances.  We therefore  injected  it
directly into a microparticulate1 bonded C o-silica column,
MicroBondapak-C^g  (waters Associates) -  I'vilh t.his column we used
the same solvent system as in the mn Lr,. coljmn, namely methanol

-------
Figure 25
Chromatograms of: (A) G2,  (B) G3,
(c)  G4 on porous polymers.
                      52

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and water.  The procedure was the following:

     The G5 fractions from 10-20 liters of secondary sewage
effluent were evaporated nearly to dryness, then methanol was
added to give 3-4 ra£ of a concentrated solution that was about
70% in methanol.  Portions of this concentrate were injected
into a stream of 60% methanol by means of a valve and sample
loop; they passed into a MicroBondapak-Cig column, at the outlet
of which was an ultraviolet detector, and in some experiments a
fluorescence detector also, connected downstream from the UV
detector.  The flow rate was 0.5 mJi/min.  The 60% methanol was
passed for a while, generally 20 minutes, then the methanol
concentration was raised from 60% to 100% over 30 minutes
according to a linear program.  The UV absorbance and fluores-
cence were recorded.

     Curves like those in Figure 26 were obtained.  The heights
of the peaks relative to one another varied somewhat from one
collection of sewage to another, but the positions (retention
times) were the same, and the very sharp peak near the end of
the gradient was always present.

     As a first step to identification, the peaks were collected
and their ultraviolet absorption spectra and fluorescence
spectra were measured.  Then the solutions from each peak of
interest were evaporated in weighed vessels at room temperature,
and the weights of the residues were found.  The residues were
dissolved in appropriate solvents (carbon disulfide, carbon
tetrachloride) and the infrared spectra run.  Solutions of the
residues in methanol were examined by mass spectrometry, using
heated-probe injection and also gas  chromatography-mass
spectrometry.

     As another aid to identification, once we had decided on a
solvent program (20 minutes isocratic flow with 60% methanol, 30
minutes linear program to 100%), we injected a number of known
compounds and noted their retention times.

     The high, sharp ultraviolet peak of Figure 26 was studied
in detail.  Its retention time is close to that of dibutyl
phthalate.  It is obvious from visual inspection that this peak
is complex.  Watching the drops of solution as they emerge from
the detector, one sees a pink color appearing just before the
sharp rise in ultraviolet absorbance.  The solution collected
over the UV peak is pink, and when it is evaporated, a bright
red solid speck appears before the solvent is all gone.  The
bulk of the residue is a colorless liquid.  The absorption
spectrum of the solution has a peak at 547 nm, corresponding to
the red color, and a much stronger peak in the ultraviolet at
262 nm.

     Mass spectrometry showed the presence of three compounds.

                               53

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                      I
                      II

FLUORESCENCE—~j[
                  U.V
   Figure  26.
  GRADIENT
Chromatogram of G5 on
MicroBondapak-C^g.
                 54

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The most prominent and the least volatile is tri(2-butoxyethyl)
phosphate, a common plasticizer.  This compound does not absorb
in the ultraviolet, and it was a coincidence that it came out of
the column along with a strong ultraviolet peak.  The other
compounds were phthalate esters, one being dioctyl phthalate.
Yet phthalate esters have ultraviolet absorbance maxima near
274 nm, not 262 nm.  The observed 262-nanometer peak must be due
to another substance.  A search of Grasselli's Atlas of Spectral
Da_ta suggests some possibilities, but we have not positively
identified this compound.

     Counting the red substance, which we have also not identi-
fied, there are at least five compounds in this one sharp ultra-
violet peak.  The peak that follows the high peak is also com-
plex, to judge from the mass spectrum; the mass spectrum corre-
sponds to a nonylphenol ether surfactant, yet the absorbance
maximum'is at 275 nm, which suggests a phthalate ester.

     The infrared spectra were of little help.  Both fractions
showed weak bands due to oxygen-carbon vibrations.  The weights
of the residues were less than a milligram, and corresponded to
concentrations in the original filtered wastewater of 100 and
150 ppb (rnicrograms per liter) for the two peaks collected,
assuming no loss in. processing.  One can see the magnitude of
the analytical problem, and the need for processing large
vo 1 ume s o f. wa s t ewe? t e r .

SUMMARY

     We are devising methods for the chemical analysis of the
very complex mixtures of organic compounds found at trace levels
in natural waters, treated waters, and wastewaters.  One part
of our problem has been essentially solved, that is the identi-
fication and measurement of volatile substances that can be
swept out of water by warming and bubbling nitrogen.  These
substances include chloroform, other chlorinated hydrocarbons,
benzene arid toluene, all of them substances that are toxic to
some extent.  They are trapped on a special absorbent (Tenax)
and transferred to a gas chromatograph, where they are analyzed
and identified by mass spectrometry.  Concentrations of one part
per billion and less can be measured.  Applying our technique to
wastewater and drinking water, we see what substances are
present and how they are affected by treatments such as chlori-
nation, ozonation, and filtration through activated carbon.
Carbon treatment: J s being introduced on a very large scale for
removing organic compounds from drinking water and wastewater;
our findings suggest that it removes toxic substances but is not
especially effective; in removing traces of volatiles.

     The anaJ.ys i s of organic compounds in water that are not
volatile is a much more difficult problem.  Nobody has found a
satisfactory solution, but we have made a start.  We have been

                               55

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able to "strain out" or selectively absorb a part of the organic
material,  using an absorbent called Bondapak-C^g, followed by
stripping the absorbed substances off the Bondapak by a series
of mixtures of water and methanol.  We obtained several frac-
tions, graded them according to "polarity", or compatibility
with water, then concentrated them by evaporation so that the
substances originally present in say 10 liters of wastewater,
are recovered as a series of six fractions, each of volume 4 m£.
To guide the fractionation process we record the absorption of
ultraviolet light.  The record on the chart paper lets us see
what is going on, and lets us compare the results of various
wastewater treatments.

     The concentrated fractions are submitted for cellular
toxicity tests.  Lately, we have also been testing samples for
mutagenic activity.  Our Bondapak absorbent retains only one-
third of the total organic carbon in wastewater, but the non-
retained material does not seem to be toxic.  The toxicity is
concentrated in the less polar fractions.  It is here that we
would expect to find pesticides and products of industrial con-
tamination.  As to mutagenic effects, we have tested four sets
of samples and the data are not consistent.  In some tests the
polar fractions were found to be strongly mutagenic, particu-
larly the green G2 fraction, while the less polar fractions were
not.  In another test, Gl was mutagenic but G2 had little effect,
Clearly, the composition of a municipal sewage effluent varies
from day to day, and perhaps we should not expect consistency.
Mutagenesis may be due to a minor component appearing on the
border between Gl and G2, a component whose concentration varies
greatly from day to day.  Mutagenesis is a serious matter, how-
ever, and more tests will be made.  The cellular toxicity of the
less polar fractions has been confirmed many times.  We have
used the cellular toxicity tests to judge the effectiveness of
carbon treatment and reverse osmosis.

     The next step is a more detailed chemical analysis of the
various fractions and the identification of specific chemical
compounds that are responsible for the toxicity.  We are attack-
ing this problem with advanced techniques of liquid chromato-
graphy.  To make progress we need to refine our separation
technique, and to collect toxic fractions from much larger
volumes of wastewater.
                                56

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                            SECTION 4

          TOXICITY TESTS:  CELLULAR METABOLIC STUDIES
INTRODUCTION

     To determine the total health effects of a substance in the
environment is a formidable task.  Because of the complexity of
mammalian cellular metabolism and the large variety of thousands
of interacting chemical reactions in the body, it is impractical
to test a suspected toxin against every known metabolic step or
sequence of steps.  Even if this could be done, the ability of
the cell to compensate, within limits, for many types of stress
would make interpretation and extrapolation extremely difficult.
The situation is simplified if the compound being evaluated has
a high specificity for a single enzyme system.  For example,
organo phosphates (Parathion) specifically inhibit acetyl-
cholinesterases and quickly disrupt the body's neuro-muscular
system.  However, apart from acute toxicity of this type, which
is relatively easy to detect, we are more concerned about the
effects of chronic exposure to much less acutely toxic sub-
stances of low concentrations.  Therefore, a variety of com-
pounds, including aromatics, paraffins, and their chlorinated
derivatives, were studied, as well as fractions of unknown
compositions derived from treated sewage and purified water.
We also wished to measure the relative effectiveness of water
purification steps such as charcoal treatment and reverse
osmosis with a view to developing on-line biological testing as
described in a new grant proposal.

     The main difficulties of of obtaining meaninful data can be
categorized as follows:

     1)  Concentrations of test substances are low (from 1.0 to
         less than 0.1 ppm).
     2)  Exposure time for rapidly metabolizing cells in vitro
         is limited to 30-300 minutes to avoid the effects of
         normal deterioration of cellular metabolism.
     3)  Of all the possible pathwavs, which are the ones to be
         selected as the most valid as test models?
     4)  If cellular toxicity is detected in vitro, how does one
         extrapolate this data to evaluate gross human toxicity?

     During the period of this grant considerable progress has
been made in dealing with these difficulties, although the

                              57

-------
problem has not been solved in its entirety.  Nevertheless, an
understanding of the short-term effects of chemicals on metabol-
ic reactions has led to a reasonably accurate prediction of
their effects in man (12)  and is in general agreement with avail-
able data on gross toxicity.

CHOICE OF A METABOLIC PATHWAY

     In attempting to deal with the problems of low concentra-
tion and relatively short periods of exposure, it is essential
to use cells that are extremely sensitive to a very small concen-
tration changes in their immediate environment, on the order of
10~6 - 10~5M, and which react explosively and uncontrollably
once they are triggered.  Two types of cells, platelets and
leucocytes, which normally fulfill these requirements in the
body? were studied.

     Normally, when a blood vessel is cut or damaged the
platelets aggregate to each other to form a plug which stops
bleeding and acts as a catalytic surface for further coagulation.
In the course of aggregation the platelet becomes degranulated,
releasing a number of substances, including ADP, serotonin and
a variety of proteins.  Platelet function is linked closely to
adenylate metabolism (13)  and is regulated by membrane function.
Consequently, lipid soluble chemicals which change membrane
function can affect platelet metabolism and behavior.  This
concept is important not only from the viewpoint of hemostasis,
but is also related to the role of platelets in forming unwanted
plugs in the lumen of arterial vessels, thus contributing to
thrombotic coronary disease, a major cause of death.

     Another type of cell, which also functions explosively to
stimulus, is the white cell in the blood which forms one of the
defenses against infection and malignancy.  These cells can
ingest or phagocytose bacteria and kill them with hydrogen
peroxide generated metabolic action.  Thus, substances which
impair these functions or cause these cells to inappropriately
attack the tissues of the host are of concern.  The white cells,
like the platelets, generate and use large quantities of high-
energy-transducing purines  (ATP, etc) and have efficient path-
ways for salvaging ATP from degradation products such as
hypoxanthine  (HYPX).

     The third difficulty of choosing a relevant pathway to
study is not as easily solved and all choices of metabolic
pathways are open to some sort of criticism.  However, there is
one sequence which is of central importance to both the ener-
gizing and kinetic control of all metabolic steps.  This system
is the adenylate control system which has come to be recognized
as being of prime importance in energy transduction, storage and
control of metabolic rates and directionality  (14).  The import-
ance of the fast-acting adenylate control system cannot be

                               58

-------
exaggerated for a large number of chemical reaction sequences
which typify living organisms.  The adenide nucleotides interact
with all sequences in a complex living cell and uncontrolled
changes in the relative concentrations of ATP, ADP and AMP would
adversely affect the rates of all metabolic reactions and thus
be highly disruptive.  Therefore, we have developed methods to
assay adenylate pools when platelets and white cells are brought
into contact with a variety of chemicals.

     The basis of adenylate control resides in the fact that
these purine nucleotides combine with enzymes and alter the
rate and direction of important control enzymes.  For example,
under stress the AMP/ADP ratio is increased and stimulates the
activity of phosphofructokinase (PFK), thus accelerating
glycolysis and stimulating ATP production.  Isocitrate dehy-
drogenase is similarly stimulated by AMP, resulting in an
accelerated Krebs cycle, with the ultimate regeneration of more
ATP.  These reactions are appropriate for survival since a
significant fall in the concentration of ATP leads to increased
AMP by the pathways ATP, ADP, AMP; the AMP mediates correction
of the ATP level by stimulating glycolysis and phosphorylation.
Similarly, when the demands on the cell are reduced, PFK is
inhibited and reserves are conserved.  Reactions of this type
are normally taking place every instant with the result that
ATP levels are maintained at optimal levels.

     Another important aspect of this system is that evolutionary
design has favored a high equilibrium constant over a large
yield of ATP.  A high.equilibrium constant allows the cell to
advantageously use very small amounts of food while paying the
price of a reduced energy yield.  A higher yield would require
a plentiful supply of fuel at all times, and this would reduce
the potential for survival.  However, since the efficiency of
ATP production is relatively low, stressors and toxins have the
effect of further reducing the ATP available for useful work and
thus seriously reducing the cells' ability to carry out their
functions.  This is most readily seen in platelets which are
unable to make ATP "de novo'  from its building blocks but must
rely on scavenging and recycling the purine ring compounds such
as adenine and hypoxanthine from its surrounding.

     It is remarkable that the role of the adenine nucleotide
pool is unique in being involved in virtually every metabolic
sequence in the cell.  The role of the adenylates is not specific
to any single pathway but, more than any other compounds, they
couple and correlate all the metabolic activities of the cell,
giving rise to biological homeostasis and function.  For these
reasons, the purine nucleotide system was chosen for our study
of health effects of substances in drinking water.  An outline
of the metabolic pathways  utilized in this project is shown in
Figure 27.  The effect of stress on this pathway is to reduce
ATP and increase AMP and hypoxanthine (Figure 28).

                               59

-------
       ATP =s ADP :=±=AMP


       HYPX 	 INOS	IMP



   PARTIAL PURINE NUCLEOTIDE
            PATHWAY

    Figure 27.  Partial purine pathway.
                     SALVAGE
       CELL MEMBRANE
                 HYPOXANTHINE -
                             XANTH.
Figure 28. Effect of stress on ATP metabolism.
                  60

-------
METHODOLOGY

     Because of the nature of the experimental conditions in
which radioactive adenine was used as a precursor, the only
radioactive compounds formed in significant quantities were ATP,
ADP and AMP, with occasional formation of inosine monophosphate
(IMP and HYPX).  Dose response curves were used to express the
results of known toxic compounds on adenylate metabolism as well
as the effects of sewage, tap water and water effluents during
treatment.  In outline, the platelets were first obtained as a
suspension by the standard method of differential centrifugation
of anti-coagulated blood.  Care was taken to prevent stressing
the platelets during blood drawing or subsequently in the labor-
atory.  Thus, only a 'clean' venipuncture from healthy blood
donors was used and high speed centrifugation and washing avoid-
ed.  Suspensions of white cells were prepared and treated
similarly.

     In a typical experiment, 5p£ of U-14-C adenine (60,000 cpm)
was added to a 0.5 m£ suspension of platelets (2-5xlO~Ycu mm)
or white cells (10,000/cu mm).  Ten microliters of the test
fractions to be evaluated were added.  After incubation at 37°C
for 30 minutes the cells were cooled in ice and centrifuged at
3000 rpm for 3 minutes.  The supernatant was removed and 0.2 m£
of cold 13% perchloric acid  (PCA) was added to the pellet.
After mixing and centrifuging, the PCA supernatant was analyzed
by thin layer chromatography (TLC) and high performance liquid
chromatographic systems (HPLC)  described below.  The TLC system
allows one to measure the kinetic synthetic ability of the cells
to convert U-14-C adenine to U-14-C purine nucleotides.  The
HPLC system measures the total pools of these substances.

Thin Layer Chromatography (TLC)

     Ten microliters of the PCA supernatant were applied without
heat to a 2-centimeter strip of an Eastman Kodak Cellulose Thin
Layer Chromatogram #13255 with a mylar backing, and developed
with a mixture of water:  formic acid:  tertamyl alcohol:
1:2:3 for 5 hours.  The chromatogram was dried in air, cut into
15, 1-centimeter strips, and each placed in a 5-milliliter count-
ing vial with 3 m£ of scintillation fluid.  The vials were count-
ed in a scintillation spectrometer and each count calculated as
a percentage of the total U-14-C nucleotide pool.  A typical
representation of the toxic effects of m-xylene is seen in
Figure 29 with substantial decreases in ATP and ADP and an in-
crease in AMP.  Significantly greater amounts of unmetabolized
adenine are seen in the cells exposed to m-xylene.  Recovery is
95-102%.  In a large series of normal platelets carried out in
connection with other projects ATP was 65-70%, ADP was 10-14%
and AMP was 1-5%.  Changes of 15% or larger in ATP levels were
regarded as being above the analytical and biological noise
levels for this determination.

                                61

-------
            30-
         O
         u.
         O
            10 H
                      ATP
                                     TLC
                            Cells Alone
             Plus K) ppm *
             m-xylene^ i
                                                  I
                     Adenine
                                      10
                         15
                                CM
             Figure 29.
Toxic effects of m-xylene
on platelets.
High Performance Liquid Chromatography  (HPLC)

     The major technical advance which makes it feasible to
consider on-line capability is the use of high performance
liquid chromatography  (HPLC) for the rapid determination of the
pool of adenine nucleotides at the rate of 15 minutes per
sample.  The peak heights are measured and used for calculation
of pool size.  Both TLC and HPLC are sensitive down to the 10  M
range  (15) .

     A Waters & Associates HPLC apparatus with a U-18 micro-
Bondapak reversed phase column was used.  Fifteen microlilters
extract was injected and 0.1 M KH^PC^ was pumped through the
column at 1.5 m£/minute.  The nucleotides and related compounds
were adequately separated in 12-15 minutes and were detected by
UV absorption at 254 nm (see Figure 30).  Identification was
                               62

-------
                 ATP
t
E
c
in
CJ
co
z
UJ
o
o

H
Q.
O
          PCA
START
               ADP
                                AMP
                                  ADENINE
                      6       9

                      TIME(MIN)
                                  12
15
      Figure  30.  Elution curve of pure standards
                 using HPLC.
                          63

-------
obtained using retention time and the addition of known com-
pounds to the test PCA supernatant.  In the future it is planned
to pump the effluent from the HPLC system into a flow-through
scintillation spectrometer so that specific activity of each
compound and be computed, thus obviating the need for TLC.
Recovery and reproducibility of the standards was 95-103%.  The
peak height was found to be linearly proportioned to concentra-
tion, regardless of peak width, in the range 10~4 to 10~9 moles
or purine compound per sample injected.

RESULTS

     The results are divided into three main sections:

     1)  Influence of known toxic substances on platelets,
         neutrophils, and monocytes.
     2)  Effects of concentrated fractions of water on neutro-
         phils and monocytes.
     3)  Study of reverse osmosis permeate and carbon treatment.

     The chemical fractionation of various waters was carried
out by Dr. Walton and is fully described in his section of this
report.  In order to avoid drawing up numerous tables, graphical
representation was used whenever possible and the numbers
printed on the graphs.

     A list of the substances tested is shown in Table 7.  For
comparison of the cellular results with gross toxicity, the
Repository of Toxic Effects of Chemical Substances (RTECS,
compiled by NIOSH) was used to compile the exposure standards
and toxicities of these compounds  (Table 8).

Effects of Known  Substances

     Known compounds with the highest available grade of purity
were added to the cell suspensions as described above.  Initial-
ly, measurements were made of U-14-C adenine incorporation into
ATP, ADP, and AMP, using TLC.  Later on, when HPLC became avail-
able,  the total adenylate pool was measured.  A control with no
additive was run  with each batch of cells.  Metabolic stress
effects are indicated, either by a reduction in the 14-C or 12-C
ATP pools  (Table  9).  Platelets, neutrophils, and monocytes were
used for testing  the toxicity of the known substances and are
discussed below.

Platelets--
     Figure 31  shows significant reductions from normal for
U-14-C ATP in platelets  treated with a range of chemicals, all
at 2 ppm.  In extrapolating  from these results to gross toxicity
data available  in RTECS, we  found  that certain correlations
exist.  For instance, although the correlation is not perfect,
chloroform is more toxic than toluene  in both the cellular ATP

                                64

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     TABLE 7.  KNOWN SUBSTANCES TESTED ON THE 3 CELL TYPES
                                        Cell Type
   Test Substance        Platelets     Neutrophils     Monocytes






Chloroform                   +              +              +



Toluene                      +              +              +



1:1:1 Trichloroethane                       +



1:2 Dichloroethane                          +



o-dichlorobenzene                           +



Tetrachloroethylene          +              +




Hexanal                                     +              +



m-Xylene                                    +              +



p-Xylene                     +



Methanol                                    +



n-Octane                     +                             +



Trichlorethylene             +                             +



N-Hexane                     +
                                65

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    TABLE 8.  GROSS TOXICITY DATA FOR HUMAN AND RAT EXPOSURE1
    Substance
     Human
Work Std.  (ppm)
     (NIOSH)
   LD50
mg/kg  (rat)
Chloroform

0-dichlorobenzene

p-dichlorobenzene

DimethyIsulfide

1,2-Dichloroethane

Carbon tetrachloride

Trichlore thylene

Tetrachloroethylene

Hexanal

Toluene

Ethylene dichloride

o,m-, & p-xylene

Trichloroethane

n-octane

n-Hexane
       10

       50

       75



       50



      100

      100



      200

      200



      350

      500

      500
    800

    520

    500

    535

    680

   1770

   4920

   5671

   4890

   5000

   5750
       (dog)
   5000

   9470
 Repository of Toxic Effects of Chemical Substances,  NIOSH USDPH
Rockville, Md., 1976.
                                66

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response and the qualifying toxic dosages.  Similarly, octane is
less toxic than toluene.
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       INCREASING  TOXICITY
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           Figure 31.
                     Effects of known substances at
                     2 ppm on U-14-C ATP pools of
                     platelets using TLC.
     Dimethyl sulfoxide  (DMSO) and glucose were included as neg-
ative controls.  DMSO is used for cell and organ preservation and
has been given in large amounts to patients with scleroderma.
DMSO is also used to solubilize the constituents of water con-
centrates.  Glucose is also ingested in large quantities in our
diet and is not acutely toxic to cells over a large range in
concentration (600-1200 ppm) unless insulin or glucogen metabo-
lism is disturbed.  Our results showed that these two materials
were without significant effect on the metabolic parameters being
                                70

-------
used as criteria for toxicity (Table 9), thus lending increased
validity to the usefulness of these tests for establishing
toxicity criteria.

     Although there are many factors which influence the toxic
effects of a chemical, the broad correlation which is present
indicates that cellular ATP measurements may not be too far
removed from clinical toxicity effects.  Although this work was
concerned with ATP because of the universality of its function
in living systems, one need not be restricted to this pathway
in future work.

Neutrophils--
     Rankings of the toxic effects of the chemicals acting on
neutrophils at the dosage levels of 0, 0.1, 1.0, and 10 ppm of
substance'added is shown in Figures 32, 33, 34, and 35.  As with
platelets,  neutrophils respond to varying concentrations of
these compounds, still preserving the main features of the RTECS
ranking.  The dose response characteristics are shown in Figure
35.  Chloroform and trichloroethane give significant responses
at 0.1 ppm, whereas toluene, xylene, 1:2 dichloroethane and
o-dichlorobenzene affect these cells at the 1 ppm level.
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         METHANOL  m-XYLENE
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             INCREASING  TOXICITY
Figure 34.
Effect of  known  substances at 10 ppm
on the U-14-C ATP pool of neutrophils
by TLC.
                       73

-------
CHLOROFORM
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  Figure 35.   Dose  response  curves  of  pure
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                      74

-------
Monocytes—
     Monocytes were allowed to attack red cells labeled with
radioactive chromium and the killing power was determined by
measuring the chromium release.  The same cells were examined
for changes in U-14-C ATP and total ATP pool using both TLC and
HPLC.  The results were compared with each other at 0.1, 1.0,
and 10 ppm of added known substances (Figures 36, 37, 38, 39).
In general, the TLC and HPLC dose response curves were in good
agreement  (Figures 39,40).   The HPLC curves often showed a more
sensitive response at the 0.1 and 1 ppm levels.  The monocyte,
however, was found to be most resistant to chloroform at concen-
trations of 0.1 and 1.0 ppm, responding at 10 ppm.  Except for
tetrachloroethylene the monocyte did not give a graded response
for target cell release of chromium with increasing concentra-
tion.  Thin layer chromatography and HPLC were more generally
sensitive in detecting graded cell responses.  These results
were most satisfactory from a technical viewpoint and large
numbers could be processed per day.  However, interpretation
is more difficult with regard to RTECS ranking because of the
refractory behavior of the monocytes to 1 ppm of chloroform
which ranks high in toxicity and because of their larger re-
sponse to compounds such as m-xylenes and p-xylene~, which have
lower overall toxicities than chloroform.  Nevertheless, it is
important to realize that a chemical which is relatively low in
gross human toxicity may have a considerable effect on the
activity of this important cell.  In all the cells a concentra-
tion of added substance at 10 ppm was too high for the discrimi-
nation between individual compounds, which is necessary for
ranking.  Ranking was more efficient at the 1 ppm level of
exposure.

Effects of Concentrated Water Fractions on Neutrophils and
Monocytes

     Concentrated fractions were produced and labeled from Gl to
G9.  The higher the G number the lower the polarity of the
constituents of the fraction.  Figure 34 shows the response of
neutrophils to dilutions of each fraction.  Due to the un-
availability of reliable total organic values, an absolute
concentration is not given for each fraction.  Nevertheless,
very significant responses were obtained with toxicity increas-
ing with the G number of the fraction.  Thus, G2 is seen to be
relatively non-toxic to neutrophils, but G4, G5 and G9 produce
significant reductions in the U-14-C ATP pool.

     With regard to monocytes very similar results were obtained
compared to those obtained on neutrophils (Figure 41).  These
results on extracts of Pomona, California wastewater note the
changes in chromium release and U-14-C ATP pools.  As before,
toxicity generally increases with G number.  Of special interest
is G4 and G4A; G4A is charcoal-treated in the plant and by
comparison with the untreated G4 fraction it is seen that

                                75

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                            76

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Figure 37.  Effects of known substances at 1.0 ppm on
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            ATP pools in monocytes.
                           77

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       Effects of  known substances
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                   78

-------
      CHLOROFORM  TOLUENE    OCTANE
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  Figure  39.   Dose response curves of pure substances
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                           79

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        m-XYLENE    p-XYLENE    TETRA
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Dose response of the U-14-C ATP pool to con-
centrated extracts of sewage;  TLC polarity
of the constituents decreases  as G increases.
                           81

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toxicity is greatly reduced by this treatment.   Thus,  it may
become feasible to monitor separate unit processes within a
treatment plant by means of our tests and pinpoint the entrance
and removal of toxic materials.

Reverse Osmosis

     Our toxicity methodology is readily adaptable to the study
of pilot plant or laboratory scale purification processes.  In
this regard G3 and G4 concentrates were obtained from laboratory
reverse osmosis apparatus.  Both the permeate and reject of
sewage were tested using neutrophils.  As before, using the
criteria relating to ATP metabolism, G3 permeate was less toxic
than G4 and the reject, as expected, was highly toxic (Figure
42) .
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and G4 permeate and reject
fractions using neutrophils.
                                83

-------
DISCUSSION

     In the space of three years we have progressed from a
theoretical understanding of stress effects in human cells to a
practical application to water extracts and the effects of unit
processes such as charcoal treatment and reverse osmosis.

     The utilization of cell incubation followed by HPLC and TLC
analysis offers considerable capability for the sensitive and
rapid detection of cellular toxicity.  The system is flexible in
that it is not limited to any particular metabolic pathway or
cell type and is relatively inexpensive.  The system is vulner-
able in that it needs a constant supply of normal cells of organ-
isms.  However, continuous 5-point dose response curves can be
obtained using platelets from 10 m£ of blood per day available
from a nearby blood bank.  Alternatively, one could use in vitro
cell cultures of fibroblasts or bacteria which can be made up in
large batches.  As long as sufficient cells are present an
accurate cell count is not needed, provided the same suspension
is used for test and control.  If necessary, a portion of the
cells can be diverted for functional studies or other investiga-
tions .

     Progress was also made with regard to three previously
mentioned problems of sensitivity of the assay, limited exposure
time, and the selection of a model pathway.  In general, sensi-
tivity was adequate down to the 0.1 ppm range for known com-
pounds, and water concentrates of approximately 800 fold.  It is
estimated that by increasing the ratio of test substance to
cells, an improvement of at least 10-fold could certainly be
obtained and longer times of incubation could probably improve
this by ah addition factor of 2-5.  With regard to the selection
of a metabolic pathway, it is true that certain types of toxic-
ity would be missed., for example, mutagenicity and very specific
enzyme effects.  Nevertheless, the adenylate pathway is of cen-
tral and unique importance in the transduction of energy and the
kinetic control of metabolism.  Thus, a major disturbance here
would have serious consequences for any cell.  More specific
tests of toxicity could be done in response to a detailed
knowledge of the chemical constitution of the components of the
water concentrate.

     In general, reductions in ATP as determined by HPLC and TLC
are detectable for most compounds present at concentrations of
0.1 ppm, with larger effects found at 1.0 ppm.  At this order of
concentration it was possible to rank the substances in order of
cellular toxicity.  At the higher exposures of 10 ppm the cellu-
lar toxicity was so great as to render distinction between com-
pounds virtually impossible.

     Platelets have their limitations with respect to the fact
that they lack a nucleus and its DNA.  For this reason, other

                                84

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cells need to be used when mutagenic characteristics are of
interest.  However, no serious problems are forseen for the
practical adaptation of these cells for continuous surveillance
of metabolic toxicity of water effluents.  The availability of
platelets from small amounts of blood  (1-5 m£/dose response
curve), their stability and their quick response to perturba-
tion makes them extremely suitable for our purpose.  They are
remarkably stable if kept suspended in their original plasma and
not subjected to mechanical trauma.  White cells (neutrophils)
were more prone to deterioration due to technical reasons, and
preparations had to be discarded on several occasions.  Mono-
cytes were very stable but their responsiveness to toxic materi-
als present in concentrations below 10 ppm was not great.
Furthermore, the toxicity ranking differed from the gross human
and rat toxicity found in RTECS listings.  Nevertheless, the
monocyte needs to be developed further because if its sensi-
tivity can be improved, it has the potential for detecting
toxicity in compounds that are presently not thought to be
highly dangerous.

     It is difficult to decide which of these three cell models
is the most useful for monitoring purposes.  They all have their
advantages and disadvantages.  With on-line operation ultimately
of prime importance, the platelet is recommended because of its'
stability and ease of analysis with only small amounts of blood
(1-5 m£) needed per dose response curve.  On the other hand,
neutrophils and monocytes tell us more about the immune defense
system, while platelets do not.  However, larger volumes of
blood on the order of 50 m£ are required and the behavior of the
neutrophils may be subject to seasonal variations.   The mono-
cytes were less responsive overall and their toxicity ranking
did not seem to follow the RTECS listings as well as the other
cells.  However, monocytes gave highly reproducible results.

     In the first year considerable work was expended in sim-
plifying the methodology, testing known compounds,  and learning
how to control the sources of variation.  In the second year
known substances continued to be tested, but the greatest empha-
sis was placed on testing fractions of treated sewage.  In the
third year a high performance liquid chromatography apparatus
was purchased and it was then possible to include total adeny-
late pools in our toxicity assays as suggested by previous EPA
reviews of our work.  Many more fractions were analyzed and the
results extended to a study of treated wastewaters from Pomona,
California waste treatment plant.  Distinct differences were
noted in the effects of this water before and after charcoal
treatment.  Both toxic and non-toxic fractions were found in
the samples.  Thus, the methodology had sufficient range to
distinguish biologically between fractions of different chemical
polarity.  The humic acid fraction was non-toxic, but less
polar compounds had adverse effects on the cells.
                               85

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SUMMARY AND CONCLUSIONS

     The main objectives of the testing were met with regard to
the items listed below:

     1)   Several model systems for measuring cellular toxicity
         were developed using platelets, neutrophils, and mono-
         cytes.
     2)   Testing included known substances,  water fractions, and
         concentrates from sewage and water treatment plants.
         Degrees of toxicity and the effects of treatment were
         measured.
     3}   The metabolic, pathway of adenylate metabolism was found
         to be suitable as a rapid method of analysis and allows
         for a unified, theoretical approach to toxicity of a
         wide variety of compounds.
     4)   Correlation of cellular toxicity with gross toxicity
         quoted in the literature was satisfactory for platelets
         and neutrophils.
                               86

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                            SECTION 5

         TOXICITY TESTS:  CELLULAR BACTERICIDAL STUDIES
INTRODUCTION

     The objectives of the work reported in this section can be
summarized as follows:  to develop functional assays that will
indicate whether the specialized activities of white blood cells
have been compromised by exposure to environmental substances.

     White cells were selected for study because of their impor-
tant function in protecting the body against invasion by bacteria
and in combating malignancy.  The cells carry out their bacte-
riocidal functions by first sensing the presence o.f the bacteria
moving to the site of infection, ingesting the bacteria (phago-
cytosis) , and then killing them chemically by metabolic action.
Emphasis was placed on the phagocytosis and killing power assays
of neutrophils and monocytes.   Difficulties related to contami-
nating red cell removal were overcome by a modified lysis tech-
nique of short exposure to ammonium chloride; further stabili-
zation was effected by suspending the cells in tissue culture
fluid RPMI-1640 to which 10% fetal calf serum was added.

     Despite these modifications the screening of large numbers
of samples was impossible since the complexity of the neutrophil
technique allowed for only 3 or 4 assays per day.  This problem
became particularly acute as Drs. Walton and Eiceman improved
their techniques of separation of compounds from water, result-
ing in a large number of peaks to be tested from an individual
water sample.  In order to do dose response curves on individual
fractions, this technique severely limited the number of samples
that could be analyzed at one time.  Fractions from a single
water sample could be analyzed at one time.  Fractions from a
single water sample would have to be analyzed over a two week
period, and the sensitivity of the bacterial assays for phago-
cytosis and killing power were relatively low.  Fortunately this
problem was overcome by the use of human peripheral blood mono-
cytes in a new assay of human cellular function.

     The monocyte assay was first introduced in late 1976 (16)
and was given the name antibody dependent cellular cytotoxicity
(ADCC).  It required both human antibody and human cells to
destroy chromium-labeled target cells.  It was soon discovered
that ADCC was an essential function in the elimination of cancer

                               87

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cells and the termination of viral infections.  The human ADCC
system has the major advantage of being able to screen several
hundred samples per day.  An outline of the methodology used for
the neutrophil and monocyte assays is given below.  Table 10
shows the substances tested.
        TABLE 10.  KNOWN SUBSTANCES TESTED BY NEUTROPHIL
                   AND MONOCYTE ACTIVITY
          1:1:1 Trichloroethane

          1:2 Dichloroethane

          Tetrachloroethylene

          o-Dichlorobenzene

          Chloroform

          Dimethyl sulfide

          Trichloroethylene

          n-Octane

          m-Xylene

          p-Xylene

          n-Hexanal

          Toluene

          Carbon tetrachloride
METHODOLOGY AND RESULTS

Known Substances

Neutrophil Testing—
     The neutrophils were obtained by separating anti-coagulated
blood immediately after venipuncture using a column of methyl
cellulose hypaque.  Contaminating red cells were lysed with
ammonium chloride (0.85 gm/100m£).
                              88

-------
     After obtaining the white blood cell suspension and adjust-
ing the cells to the desired concentration of approximately
10,000/mm , the cells were incubated for 30 minutes at 37° in
the presence of the test compounds.  The cells were then washed
twice by centrifugation and resuspended in tissue culture medium
RPMI-1640 with antibiotics and 10% fetal calf serum, and assayed
for phagocytosis and killing power.  A portion of the cells was
immediately taken to Dr. Solomons' laboratory in the same build-
ing for ATP metabolism studies.

     In order to measure phagocytosis and killing power the
cells were exposed to a standarized number of bacteria (staph-
ylococcus aureus 502A) and opsonis (8% AB serum) and incubated
for another two hours at 37° on the tilting table.  This interval
of time allowed for phagocytosis and killing of the bacteria by
the neutrophils (PMN).  After the incubation period the total
number of bacteria surviving the experiment was determined by
plating, and expressed as a percent of the number of bacteria
present at the beginning of the two hour phagocytic assay.  This
value represents the interaction of the phagocytic process by
PMN's and the killing of the bacteria by intracellular bacteri-
cidal mechanisms.   Intracellular surviving bacteria were also
determined in each assay using lysoraphin to eliminate cellular
bacteria.  This value correlates inversely with the PMN bacteri-
cidal activity.  Finally, the number of extracellular bacteria
(EB)  was calculated for each experiment.  The EB value corre-
lates inversely with the phagocytic uptake of bacteria by the
PMN's.  Thus, phagocytosis is determined as the percentage of
bacteria remaining outside the cells after exposure to the neu-
trophils.  Killing power is calculated as the percentage of
intracellular bacteria surviving after ingestion by human neu-
trophils .

     Instead of using bacteria, an assay using the phagocytosis
of oil particles was developed in order to improve the sensitiv-
ity quantitation and speed of analysis.  Oil red-o phagocytosis
involves the internalization of di-iso-decyl phthalate in oil
which is coated with E. Coli lipopolysaccharide and serum to
optimize its ingestion.  The oil particle contains the dye Red-o,
which can be quantitated by spectrophotometry.  Although this
method is sensitive and correlated well with bacterial phago-
cytosis, it requires too much blood to be practical for daily
use.

     Dichlorethane, tetrachloroethylene, and trichloroethane at
10 ppm significantly reduced neutrophil phagocytosis (Figure 43).
Insignificant effects were observed with water fraction concen-
trates, Gl, G2, G3, and G4, but G5, G8, and G9 showed measurable
decreases in phagocytosis (Figure 43).  However, the rest of the
known substances had little effect.  It was also thought that
the additive could kill bacteria independently of the neutrophil,
thus making interpretation difficult.  Reverse osmosis permeate

                               89

-------
and reject did not have any significant effect on phagocytosis
and killing power although marked effects were observed on ATP
metabolism.  Because of the relative insensitivity of this assay
the monocyte assay system was developed to replace the neutro-
phil testing as described below.
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G9
  NO
COMPD
                 100
                 TRICHLORO
       -DICHLORO-'ETHANElTETRACHLORO
    50-
ETHANE |lOppm
lOppm
65




65



ETHYLENE
lOppm


55






           Figure  43.
          Effects of sewage fraction
          concentrates and known sub-
          stances on phagocytosis
          using neutrophils.
 Monocyte testing—
      The Ficol Hypaque method was used to separate mononuclear
 cell populations from peripheral blood (17).   Approximately 20-
 40% of the cells were monocytes, the rest being lymphocytes.
 After exposure to known toxic substances or concentrated water
 fractions for 30 minutes at 25°C the suspension was used as
 effector cells to attack chromium51-labeled red cell targets
                                90

-------
which were coated with a specific antibody.  The monocytes and
lymphocytes recognize the Fc portion of the immunoglobulin mole-
cules on the target cell and lysis is determined by release of
the radioactive chromium label.

     The results for monocyte testing are reported for both
known substances and concentrated water fractions.  Hexanal
and tetrachloroethylene gave graded responses (Figure 44).  The
remainder of the compounds showed virtually no toxicity at 0.1
and 1.0 ppm but all had profound effects at 10 ppm.  These sub-
stances included the following:  chloroform, dimethyl disulfide,
trichloroethylene, n-octane, m-xylene, p-xylene, toluene, and
carbon tetrachloride.  With regard to concentrated wastewater
fractions from Pomona, toxicity generally increased as G number
increased (Figure 45) in accordance with the results obtained
on neutrophils (Figure 43)  and the data on ATP pools (Figure 39).
Carbon treatment  (G4a) greatly reduced the toxicity of G4, con-
firming the results of the metabolic determinations.

DISCUSSION

     The first year of this grant began with the development of
the human neutrophil system as. an assay system for water toxic-
ity.  Initial results were encouraging in that toxicity could be
detected with the human neutrophil assay.  However, experience
over the next year led to two major difficulties:

     1)  Correlation of the human neutrophil bactericidal activi-
         ty with human neutrophil metabolic activity was poor
         85% of the time.  This was predominantly due to the
         insensitivity of the human neutrophil bactericidal
         system.

     2)  The number of samples that could be screened at one
         time using the human neutrophil system was limited.
         Only three or four samples could be assayed in one day.
         Although a considerable number of assays of toxic
         chemicals and water concentrates were performed using
         the human neutrophil assay system, this limitation
         meant that screening of large numbers of samples was
         impossible.

     The human ADCC system answered both these problems.  Reli-
ability of the human ADCC assay has proven outstanding.  It was
after one year's experience with the ADCC assay that we were
convinced of its reliability and sought to apply this assay to
the water reuse project.  In our hands the intra-assay variabil-
ity of ADCC is 5%.  Internal controls are available with each
determination of the assay to assure its interpretability.
Included are positive controls (cells, antibody, and target) and
negative controls (cells, and target, antibody and target, and
target alone).  These controls have proven to be consistent.

                               91

-------
    00
 £  50
 UJ
 _j
 LU
     0
               100-
        CHLOROFORM
               50
                0
              100
                   TETRACHLORO-
                   ETHYLENE
               50
                0
                   n-HEXANAL
                                                I
         O.I  1.0  lOppm     O.I 1.0  lOppm     O.I   1.0  IDppm
\t>
 O  "00
 EC
 I
 O
    50
     0
               100-
n-OCTANE
m-XYLENE
              100-
p-XYLENE
                                   0
         O.I   1.0 lOppm     O.I  1.0  10 ppm     O.I  1.0  lOppm
    Figure 44.  ADCC assay:  killing power  as  a  function of
                concentration of known toxic  substances
                using monocytes. (continued)
                              92

-------
     100
0
LJ  50
  UJ
  _J
  UJ
  cr
       0
                     00
         DIMETHYL
         DISULFIDE
                       50
                         TRICHLORO
                         ETHYLENE
  5
  D
                      0
        O.I  1.0  10 ppm   O.I  1.0 lOppm
         TOLUENE
                       100
                       50
                         CARBON TETRA
                                CHLORIDE
                        0
          O.I  1.0  10 ppm   O.I 1.0 10 ppm
Figure 44  (continued)„  ADCC assay: killing
          power  as  a  function of concentration
          of known  toxic substances using
          monocytes.
                     93

-------
u
g 100
Ul
LJ
oc
5 80
g 60
I
O
u.
0 40
z
o
SJ 20
O
UJ
or
>S n
-



_




-


-



tf* \j 	













15



Gl
















r^i
G2













15
	



G3



87















































98 95







CARBON
TREATED
G4







g
\j
n
G4 G4A



24




G5

























78
































































G6 G7 FLUSH
PEAK
     Figure  45.   Comparative  toxicities of  fractions  from
                 Pomona,  California wastewater by chromium
                 release.
                             94

-------
CONCLUSION

     The conclusions from these studies indicate:

     1)   Neutrophil phagocytosis and killing power are not gen-
         erally suitable for large scale toxicity studies of the
         type needed for on-line water monitoring.
     2)   Monocytes are more stable than neutrophils and large
         batches can be processed at one time.  The depression
         in monocyte function induced by toxic compounds is,
         with few exceptions, most significantly observable in
         the concentration range 10 ppm and corresponds to
         metabolic changes observed.  Relatively few compounds
         have any great effect on the monocyte function at the
         0.1 and 1 ppm concentrations.
     3)'   A wide range of responses was easily elicited by con-
         centrated wastewater fractions and wastewater treatment
         steps were clearly detected by this assay.
                               95

-------
                           REFERENCES
1.   Bellar,  T.A.  and J.J.  Lichtenberg.   Determining Volatile
     Organics at Microgram-per-liter Levels by Gas  Chromato-
     graphy.   J. Amer. Water Works Assoc.,  (56>:739,  1974.

2.   Bertsch, W.,  E.  Anderson and G. Holzer.   Trace Analysis of
     Organic  Volatiles in Water by Gas Chromatography/Mass
     Spectrometry with Glass Capillary Columns.  J. Chromatogr.,
     112:701, 1975.

3.   Thomason, M., M. Shouts, W.  Bertsch and G. Holzer.   Study
     of Water Treatment Effects on Organic  Volatiles in  Drinking
     Water.  J. Chromatogr., 158:437,  1978.

4.   Grob,  K.  Organic Substances in Potable Water  and its
     Precursor.  J.  Chromatogr.,  84:255, 1973. ibid., 90:303,
     1974.

5.   May,  W.E., S.N.  Chesler, S.P. Cram, B.H. Gump, H.S.  Hertz,
     D.P.  Enangonio and S.M. Dyszel.  Chromatographic Analysis
     of Hydrocarbons in Marine Sediments and Sea Water.   J.
     Chromatogr. Sci., 13^:535, 1975.

6.   Eiceman, G.A.  Dynamic Headspace Enrichment in Trace
     Volatile Organic Analysis of Aqueous Environmental  Samples.
     Ph.D.  Thesis> University of Colorado,  Boulder, Colorado,
     1978.

7.   Little,  J.N.  and G.J.  Fallick.  New Considerations  in
     Detector-Application Relations.  J. Chromatogr., 112:389,
     1975.

8.   Creed, C.G.  Liquid Chromatography Simplifies  Isolating
     Organics from Water.  Research/Development, 40  September,
     1976-

9.   Smillie, R.D., A.A. Nicholson, 0. Meresz, W.K. Dubolke,
     G.A.V. Rees,  K. Roberts and C. Fung.  "Organics in  Ontario
     Drinking Waters, Part III".  Ontario Ministry  of the
     Environment,  Rexdale,  Ontario, 1977.
                               96

-------
10.   Sievers,  R.E.,  R.M.  Barkley,  G.A.  Eicemen,  R.H.  Shapiro,
     H.F. Walton,  K.J. Kolonko and L.R. Field.  Environmental
     Trace Analysis  of Organics in Water by Glass Capillary
     Column Chromatography and Ancillary Techniques.   J.
     Chromatogr.,  14J2:745, 1977.

11.   Katz, S., W.W.  Pitt, C.D. Scott and A.A. Rosen.   The
     Determination of Stable Organic Compounds in Waste Effluents
     at Microgram-per-liter Levels by Automatic  High-Resolution
     Ion-Exchange  Chromatography.   Water Res., 6_:1029, 1972.

12.   Tardiff,  R.G. and M. Deinzer.  Toxicity of  Organic Compounds
     in Drinking Water.  EPA Water Supply Lab, Cincinnati, Ohio.
     Presented at  the 15th Water Quality Conference,  University
     of Illinois,  1973.

13.   Holmren,  H. and H.J. Day.  Adenine Nucleotides and Platelet
     Function.  Ser. Haemat., 4^:28, 1971.

14.   Atkinson, D.A.   Cellular Energy Metabolism and its
     Regulations.   Academic Press, 1977.

15.   Solomons, C.C.  and N. McDermott.  Use of High Performance
     and Thin  Layer  Chromatography in the Rapid  Detection of
     Human Cellular  Toxicity of Environmental Substances.
     Presented at  the 12th Annual Conference on  Trace Substances
     in Environmental Health, University of Missouri, Columbia,
     Missouri, June  5-8,  1978.

16.   Poplack,  et al. Blood, 4_6_:6,  1976.

17.   Weston, W.L., R.D. Dustin and S.K. Hecht.  Quantitative
     Assays of Human Monocyte-macrophage Function.  J. Immunol.
     Methods,  8_:213, 1975.
                               97

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                           APPENDIX A

       TESTING OF WASTEWATER FRACTIONS FOR THE PRESENCE OF
         POSSIBLE CARCINOGENIC SUBSTANCES EMPLOYING THE
      AMES SALMONELLA/MAMMALIAN MICROSOME MUTAGENCICITY TEST

                               by

                     Dr. Elias Balbinder
                    Cancer Research Center
                   American Medical Center
OBJECTIVE

     The objective of this work was to supplement the toxicity
testing of Dr. Solomons with a test for mutagenicity,  While the
time required for the Ames test precludes it from being part of
an on-line, fast response system, there is a need to test for
substances which might be carcinogenic.  Thus far the Ames test
is the fastest, least expensive, and most reliable in vitro test
that gives information relating to carcinogenicity.Since there
are indications of the existence of mutagens in the effluent
from the Denver Metro Sewage Plant, it is of particular impor-
tance to monitor the effectiveness of the advanced treatment
system in removing these mutagens.  Concentrations and fraction-
ation of the samples was carried out by Dr. Walton, and then the
various fractions were tested by us, using the Ames Salmonella
test, as described below.

GENERAL DESCRIPTION

     The rational  behind the Ames test is based on two major
observations.  First, about 90% of all carcinogens tested thus
far are also mutagens (1).  Second, mutagens react with and alter
DNA, and DNA has the same double helical structure and the same
four nucleotides in all living beings.  Thus, it is quite reason-
able to use bacteria (or any living organism) for the detection
of potential mutagens for humans.  Bacteria are easy to culture
and the availability of well-characterized mutant strains make
them a very attractive system to use for that purpose.

     Ames and his collaborators have developed'several bacterial
tester strains containing different types of histidine mutations
(2) .
                               98

-------
     One strain (TA 1535) can be used to detect mutagens causing
base-pair substitutions and two (TA 1537 and TA 1538) can be used
to detect various kinds of frameshift mutagens.  In addition to
the histidine mutation, each tester strain contains two addition-
al mutations that greatly increase its sensitivity to mutagens;
one causes loss of the excision repair system and the other loss
of the lipopolysaccharise barrier that coats the surface of the
bacteria.  The sensitivity of the test has been increased by
introducing a resistant transfer factor (R factor)  carrying a
gene for resistance to ampicillin into the strains just
described.  This has made it possible to detect classes of car-
cinogens not previously detected (2).

     The test can be performed in several ways, each with its
advantages and limitations.  The standard procedure is the
plate incorporation assay.  In this procedure an overnight
culture of a bacterial tester strain is mixed with the sample
to be tested (presumed mutagen)  in molten agar at 45°C, and the
mixture is poured on top of a plate containing minimal glucose
agar.  Only histidine-independent revertants can grow on this
medium, and by counting the number of revertants a measure of the
strength of the mutagen can be determined.  Revertants are gen-
erally scored after two days of incubation.  Many compounds are
not mutagenic per se,  but can give rise to mutagenic substances
if acted upon by enzymes in a mammalian host (metabolic activa-
tion) .  To test for this possibility, a fraction of rat liver
homogenate (S-9 fraction) can be added to the above mixture.
This is the standard method that has been used for validating the
test using hundreds of chemicals.  For initial screening of a
chemical testing, concentrations over a wide dose range (say 0,2,
20 and 500 yg per plate) are recommended both in the presence
and absence of the standard S-9 mix.   A positive or questionable
result should then be confirmed by demonstrating a dose response
effect using a narrower range of concentrations.  In general,
Ames and co-workers find that for most mutagens a concentration
range exists when there is a linear dose response relation, and
the revertants per plate reported for any mutagen should be taken
from this region of the curve.  In each experiment positive
mutagenesis controls are routinely included using diagnostic
mutagens to confirm the reversion properties of each strain.

     A very useful variation is the use of spot tests.  Spot
tests are the simplest way to test compounds for mutagenicity and
are particularly adaptable for the initial rapid screening of
large numbers of compounds in a short period of time.  There are
several advantages to the spot test and it is often useful to
test.all new compounds by this method before doing the standard
plate incorporation test.  No solutions are necessary since a
few crystals (or y& of liquid) can be put directly on the agar
surface;  also,  since the compound diffuses out from the central
spot, a range of concentrations are tested simultaneously.  The
spot test affords a preliminary indication of the toxicity of the

                                99

-------
chemical for the bacteria by the size of the zone of inhibition
of the background lawn of bacterial growth around the spot; it
further shows whether or not the S-9 mix is necessary for
mutagenicity, and in the case of a positive result, indicates
which tester strain should be used for the dose response curve.
The spot test is primarily a qualitative test, and although very
useful, has distinct limitations.  It can only be used for the
detection of chemicals which are diffusable in the agar, and thus
most polycyclic hydrocarbons and other water insoluble chemicals
are not easily detected by this procedure.  It is also much less
sensitive than the standard plate test as only relatively few
bacteria on the plate are exposed to the chemical at any parti-
cular dose level.

     By the use of this test about 300 carcinogens and non-
carcinogens have been tested for mutagenicity (1) and a high
correlation between carcinogenicity and mutagenicity demon-
strated; ninety percent (156/174) of carcinogens are also muta-
gens while few non-carcinogens show any degree of mutagenicity.
The carcinogens comprise a wide variety of chemical types in-
cluding alkylating agents, nitrosamines, polycyclic hydrocarbons,
fungal toxins, aromatic amines, nitrofuran carcinogens, a variety
of neoplastic agents, and antibiotic carcinogens such as
adriamycin, daunomycin, and mitomycin C.  Also, known human
chemical carcinogens which have been tested are positive.  These
include B-naphthylamine, benzidine, cigarette smoke condensates,
bis-chloromethylether, aflatoxin B-, , vinyl chloride, 4-amino-
biphenyl, etc  (1).

     The Ames test can be used to test not only pure compounds
but complex mixtures as well, and thus has a very wide range of
applications.  Because linear dose response curves are usually
observed the test is quite valuable as a bio-assay in identifying
and purifying mutagenic components in complex mixtures.  For
example, it has been useful in determining the mutagenic activity
of cigarette smoke condensates and 12 standard smoke condensate
fractions  (3), in commercial hair dyes  (4), and soot from city
air  (mentioned in 1).  Other applications of the salmonella
mutagenesis test include the detection of mutagenic metabolites
in urine (2).  This would be extremely useful in analyses of
human urine from individuals who may be heavily exposed to pre-
sumptive carcinogens.

     In summary, the Ames test is ideally suited for rapid test-
ing of environmental pollutants to determine their mutagenic and
carcinogenic potential.  Positive results in this test would
clearly indicate that the chemical  (or chemicals) in question
represent a potential human health hazard and should be thorough-
ly tested in animal  systems; where extensive human exposure has
occurred, appropriate epidemiological studies should be perform-
ed.
                               100

-------
     To test compounds on unknown mutagenicity we use the
following protocol:

     1)  Spot tests on all tester strains using the highest
         possible concentrations of compound or mixture being
         tested.
     2)  If results are negative, perform full plate tests
         (plate incorporation assays) on all tester strains
         again using the highest possible concentration of com-
         pound.  This is to see whether the compound has weak
         mutagenic activity and this is difficult to ascertain
         in a spot test.
     3)  If results of initial spot tests are positive, a dose
         response study employing the tester strain giving the
         best response will be carried out.

     We tested nine fractions of Denver wastewater (samples Gl
through G9) supplied by Dr. Walton.  Approximately eight liters
of secondary sewage effluent were preconcentrated by fractional
freezing, then processed in the manner outlined in the text,
ending with 3 m£ of each of the fractions.  Full plate tests
were conducted in duplicate with each strain, both with and with-
out S9 (microsomal rat liver fraction).  In each case we added
0.3 m£ of each sample (undiluted) per plate.  The following
controls were routinely carried:

     1)  Checked tester strains for normal response to mutagens
         by using a standard set of known chemical mutagenic
         agents such as nitrosoguanidine, 2-aminofluorene and
         daunomycin.
     2)  Possible effect of methanol (which was the solvent
         employed)  on the observed results was tested by running
         a set of control plates to which methanol was added to
         the bacteria.
     3)  Standard set of control plates containing only bacteria
         (with and without S9)  was used to determine spontaneous
         reversion frequency.

     The results of these tests are shown in Table A-l, which
gives the average number of revertants per plate.  According to
the guidelines set up by Ames and his collaborators,  an increase
in the number of induced revertants less than two-fold over the
spontaneous numb.er was not significant.  The results of these
tests clearly indicated that mutagenic substances were present
in samples Gl, G2,  and G3.  While we found no indication of
mutagenic activity in samples G4 through G9, this should not be
interpreted to mean that these samples were free of potential
mutagens.  It is possible that mutagens were present, but that
their concentrations were too low to be detected by our assay.
                               101

-------
          TABLE A-l.  RESULTS OF FULL PLATE AMES TESTS
                      ON DENVER WASTEWATER FRACTIONS
Strain
S9
Control
Gl
G2
G3
TA

TA

TA

TA

TA

1538

98

1537

1535

100

+ 34
31
+ 72
28
+ 16
15
+ 33
18
+ 48
15
299
46
450
15
100
106
742
35
285
30
162
60
108
101 (?)
475
138
run out
run out
run out
run out
371
32
238
90
171
91
run out
run out
run out
run out

     The mutagenic activity displayed by the first set of samples
was important enough to warrant further confirmatory tests.   Con-
sequently, Dr. Walton processed more secondary effluent, taking
8 liters each of both chlorinated and unchlorinated wastewater.
As before, each sample was preconcentrated by freezing and
fractionation, and we were supplied with 12 concentrated frac-
tions of chlorinated and unchlorinated effluent.  This time we
used .1 and .2 mi of each sample.

     As shown by Table A-2, there was no positive mutagenic
response; values for both chlorinated and unchlorinated samples
are within an acceptable range of the controls.

CONCLUSIONS

     The difference between the mutagenic activity of the two
sets of samples is most probably due to the difference in the
times of collection of the effluent.  This would indicate that
the concentrations of compounds and mutagens, as well as the
types of compounds, vary underlining the necessity for routine
mutagenicity testing.
                               102

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        TABLE A-2.  RESULTS OF CONFIRMATORY AMES TESTS ON
                    DENVER WASTEWATER FRACTIONS

Strain
TA 1538



TA 98



TA 1537



TA 1535



TA 100



S9 Sample
+ chlorinated
unchlorinated
chlorinated
unchlorinated
+ chlorinated
unchlorinated
chlorinated
unchlorinated
+ chlorinated
unchlorinated
chlorinated
unchlorinated
+ chlorinated
unchlorinated
chlorinated
unchlorinated
+ chlorinated
unchlorinated
chlorinated
unchlorinated
Control
25
12
15
4
65
37
34
8
10
12
13
19
29
20
28
22
17
24
30
28
Gl
44
39
12
40
36
78
53
42
10
34
21
23
28
15
26
26
16
21
31
27
G2
26
33
28
18
62
68
52
51
14
32
5
17
26
11
29
22
30
20
31
20
G3
30
55
28
13
56
70
61
56
10
26
15
33
35
21
23
20
23
22
25
22

REFERENCES

     1.  McCann, J., E. Choi, E. Yamasaki,  and B.N. Ames.
B.N.-P.N.A.S. 7^:5135-5139, 1975.

     2.  Ames, B.N., J. McCann and E. Yamasaki.  Mutation
Research 3^:347-364, 1975.

     3.  Kier, L.D., E. Yamasaki and B.N. Ames.  B.N.-P.N.A.S,
71:4159-4163, 1974.

     4.  Ames, B.N., H.O. Kammen and E. Yamasaki. P.N.A.S. 72
2423-2427, 1975.

                               103

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                           APPENDIX B

  USE OF HIGH PERFORMANCE LIQUID CHROMATOGRAPHY AND THIN LAYER
    CHROMATOGRAPHY IN THE RAPID DETECTION OF HUMAN CELLULAR
              TOXICITY OF ENVIRONMENTAL SUBSTANCES

                               by

       Clive C. Solomons, Ph.D. and Nancy McDermott, B.S.*
    University of Colorado Medical Center, Denver, CO. 80262
ABSTRACT

     The amount of ATP (adenosine Triphosphate) and the rate at
which it can be synthesized is important in maintaining adequate
cellular functioning.  Consequently, any interference in the
storage and production of purine nucleotides can be regarded as
potentially toxic.

     A series of pure organic compounds and fractions isolated
from treated sewage effluent and water treatment plant was
placed in contact with human neutrophils and platelets.  Trace
amounts of U-14-C adenine were added to the cell suspensions
which were incubated at 37°C for 30 minutes.  Perchloric acid
extracts were analyzed by high performance liquid chromatography
(HPLC) and thin layer chromatography (TLC) for ATP, ADP, AMP,
uric acid, hypoxanthine, and xanthine.  Dilutions of the com-
pounds were used to obtain dose response curves.  The HPLC
methodology is capable of automation and could perform a 5-point
dose response curve every hour.  Factors involved in the
utilization of these techniques for the on-line surveillance of
renovated water for human consumption are discussed.

INTRODUCTION

     Stress may be regarded as any influence which causes the
cell to increase the work it must do to maintain itself and
carry out its function.  Stress effects are largely reversible
when held within physiological limits.  However, significant
increases in cellular entropy content due to interference with


*Presented at the 12th Annual Conference on Trace Substances in
Environmental Health, June 5-8, 1978, University of Missouri,
Columbia, Mo.

                               104

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information processing or membrane stability within the cell can
lead to permanent pathological damage expressed in a variety of
ways depending upon which structures and metabolic pathways are
specifically affected.  Serious stress effects include mutation,
transformation to malignant states, loss of energetic capability
for ion pumping, and cell death followed by lysis, which can
yield further toxic breakdown products.

     The ultimate source of energy for all cellular functioning
is the ATP (adenosine triphosphate) molecule synthesized by
oxidative enzymatic catalysis involving subcellular mitochon--
drial membranes and cytoplasmic anaerobic glycolsis.  ATP de-
rives its energy ultimately from the sun via edible fuels such
as carbohydrates and protein and is a universally acceptable
mediator of all cell work.

     Consequently, a disturbed ATP turnover of concentration is
a serious sign of impending damage to the cell.  Degradation of
ATP can form several products including hypoxanthine (HYPX),
which is salvable to some extent to reform ATP (Figure B-l).
However, the appearance of large amounts of HYPX together with
a reduced pool of ATP is a sign of severe cellular stress.

     The above rationale has been used to develop toxicity de-
tection criteria for the testing of a wide variety of compounds
in drinking water, and is capable of automation and on-line
operation.  A series of cells or subcellular organelles from
animal, plant or other biological origin can be used to evaluate
the environmental impact of a trace contaminant.   Water can be
used directly, after adjustment of osmotic pressure, or the
water can be concentrated and fractionated and each fraction
separately evaluated.  A 5-point dose response curve can be
constructed every two hours and the results evaluated by com-
puter to signal an alarm according to present criteria.  The re-
mainder of this paper discusses the methodology and results
obtained using pure compounds and concentrated water fractions.

MATERIALS AND METHODS

Cells

     Neutrophils and monocytes supplied by Dr. Weston and plate-
let-rich-plasma (1)  which we prepared by standard methods were
presented for analysis after exposure to four or five concentra-
tion levels in the range 0-10 ppm of the test compound.  Frac-
tions obtained by Dr. Walton from sewage and water treatment
plants were also tested.  Five microliters of U-14-C adenine
(60,000 cmp)  were added to a 0.5-milliliter suspension of cells
5000-10,000 cu mm. After incubation at 37°C for 30 minutes the
cells were cooled in ice and centrifuged at 3000  rpm for 3 min-
utes.  The supernatant was removed and 0.2 m£ of cold 13% per-
chloric acid (PCA) was added to the cell pellet.   After mixing

                              105

-------
             SALVAGE
CELL MEMBRANE
          HYPOXANTHINE -
                     XANTH.
Figure B-l. Effect of stress on ATP
         metabolism.
           106

-------
and centrifuging, the PCA supernatant was applied to the chroma-
tographic systems described below.

Chromatography

High Performance Liquid Chromatography (HPLC)—

     A Waters & Associates HPLC apparatus with Cj8~Bondapak re-
versed phase column was used.  Fifteen microliters of PCA ex-
tract was injected and 0.1M KH-PO. was pumped through the column
at 1.5 m£/min.  The nucleotides and related compounds were sepa-
rated in 12-15 minutes and were detected by UV absorption at
254 nm.  Identification was obtained using retention time and
the addition of known compounds to the test PCA supernatant.  The
effluent from the HPLC system can be pumped through a flow-
through 'scintillation spectrometer so that the specific activity
of each compound could be computed.  In these experiments a
suitable flow-through spectrometer was not available; the
effluent was collected into twenty fractions and counted in a
scintillation spectrometer.  Recovery and reproducibility of the
standards was 95-103%.  The peak height was found to be linearly
proportioned to concentration, regardless of peak width, in the
range of 10~° to 10    moles of. purine compound per sample in-
jected  (Figure B-2).

Thin Layer Chromatography  (TLC)--

     Ten microliters of the PCA supernatant were applied without
heat to a 2-centimeter strip of an Eastman Kodak Cellulose Thin
Layer Chromatogram #13255 with a mylar backing, and developed
with a mixture of water: formic acid: tertamyl alcohol: 1:2:3 for
5-6 hours (2).  The chromatogram was dried in air, cut into 15,
1-centimeter strips,  and placed in a 5-milliliter counting vial
with 3 m£ of scintillation fluid.  The vials were counted in a
scintillation spectrometer and each count calculated as a per-
centage of the total count.

RESULTS

     Adequate and rapid chromatographic separation of the purine
nucleotides and their metabolites was obtained by HPLC  (Figure
B-2).  The relationship between peak height and concentration
was linear throughout.  This method is capable of detecting
1 x 10~   moles of purine compound in the intracellular pool.
Some raw data is shown in Figure B-3.  The TLC separations were
not as sharp but did provide essential data on the rate of ATP
synthesis on the order of 10"1  moles/hr, independent of the
pool size (Figure B-4).  Table B-l lists the response of neutro-
phils and platelets to various pure compounds and to fractions
obtained from drinking water.  As an example, the dose response
curve for chlorofrom is plotted in Figure B-5.


                              107

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                  ATP
t
E
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CM
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Z
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                                  AMP
ADENINE
                        6        9
                        TIME(MIN)
12
       Figure B-2.  Elution curve of pure standards
                   using HPLC.
                           108

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                      CELLS ALONE  5/10/78
50
                      NEUTROPHILS-HPLC
                      CELLS + G3




                      POMONA
       Figure B-3.  HPLC raw data,
                    109

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                          TLC
                        n
                        11
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                           m-xylene  i
                          10
                    CM
Figure B-4.
Toxic effect of  m-xylene

on platelets using TLC.
                   110

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           DOSE  RESPONSE  CURVE
                  (CHCI3)
     10'10M 7oCUPool
ATP
       250 +100
200 +80
150 + 60   X	
                           Total Pool
       100 + 40     C14Pool
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      Figure B-5.  Dose response curve
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                  114

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DISCUSSION

     The utilization of cell incubation followed by HPLC and TLC
analysis offers a considerable capability for the sensitive and
rapid detection of cellular toxicity.  The system is flexible in
that it is not limited to any cell type or environmental sub-
stance, and is relatively inexpensive.  The system is vulnerable
in that it needs a constant supply of normal cells or organisms.
However, continuous 5-point dose response curves can be obtained
using platelets from 10 raJl of blood per day available from a
nearby blood bank.  Alternatively, one could use in vitro cell
cultures of fibroblasts or bacteria, which can be made in large
batches.  As long as sufficient cells are present an accurate
cell count is not needed, provided the same suspension is used
within 5 hours for test and control.  If necessary, a portion
of the cells can be diverted for functional studies or other
confirmatory investigations.  The test substance is usually in
solution, but this is not an absolute requirement as the toxic
effects of exposing platelets to different surfaces can also be
determined (Figure B-6).  The monitoring is capable of contin-
uous on-line operation as indicated in Figure B-7.  Although
this work was concerned with ATP because of the universality of
its function in living systems,, one is not restricted to this
pathway.  The same approach can be used to focus on a variety of
metabolic and enzymatic effects and any cellular function which
is of interest.

     The monitoring can also be done to study internal unit pro-
cesses such as reverse osmosis permeate and reject in an ad-
vanced water treatment plant.  Thus, procedures such as reverse
osmosis and activated carbon treatment, etc., can be evaluated
from the biological standpoint with reference to plant, animal,
and human cells.

     Extrapolation from these results to gross human toxicity
data available in RTECS  shows that certain correlations exist.
For instance, chloroform is more toxic than toluene in both the
cellular ATP response and LD50 dosages.  Although there are
many factors which influence the toxic effects of a chemical,
a broad correlation is present, indicating that cellular ATP
measurements are not too far removed from clinical toxicity
effects.  These measurements, in fact, offer us a more meaning-
ful method of evaluation in many cases, especially when exposure
levels are low.  The results on platelets are in accordance with
previous work by other investigators on blood cells and bio-
materials (3) .

CONCLUSION

     It is concluded that HPLC chromatography of cellular
purines may offer a sensitive, economic, and biologically signi-
ficant method of detecting toxicity.  The system is worthy of

                              115

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                                   ACETATE
                                   SILICONE
                                   RUBBER
                1234

             CONTACT TIME  MRS.
Figure B-6.
Effect of foreign surfaces on
nucleotide metabolism.  H=
irreversible loss of purines
from the platelets.
                    116

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consideration for the automated testing of water-borne environ-
mental substances.

ACKNOWLEDGMENTS

     We thank the Bonfils Blood Bank for supplying blood, and
Drs. W. Weston and Norris and R. Dustin for preparing the white
cells.  Drs. Walton and G. Eiceman provided extracts of water
and sewage, and Dr. P. Predicki prepared the surfaces for
platelet studies.  This work was supported by a grant for the
study of water renovation from the Environmental Protection
Agency.

REFERENCES

     1.  Weston, W.L., Dustin, R.D. and Hecht, S., 1975,
Quantitative Assays of Human Monocyte-Macrophage Function,
J. Immunological Methods, 8, 213-222, 1975.

     2.  Solomons, C.C., and Handrich, E.M., 1975 in 'Biomedical
Application of Polymers' H.P. Gregor, Ed. P.9., Plenum, New York,

     3.  Brash, J.L., 1977, in  'Behavior of Blood and its
Components at Interfacers' L.Vroman and E. Leonard, Eds.
Ann, N.Y., Acad. Sci., Any AA9, 283, 356, 1977.
                                118

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                                  TECHNICAL REPORT DATA
                           (Please read Instructions on the reverse before completing)
1. REPORT NO.
  EPA-600/1-79-014
                             2.
                                                           3. RECIPIENT'S ACCESSION NO.
4. TITLE AND SUBTITLE
 Health Effects of  Consumption of Renovated Water:
 Chemistry and Cytotoxicity
               5. REPORT DATE
                 March 1979  (issuing date)
               6. PERFORMING ORGANIZATION CODE~
7. AUTHOR(S)
 Willard R. Chappell,  Clive C.  Solomons
 Harold F. Walton, William L.  Weston
                                                           8. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS
 University of  Colorado
 Environmental  Trace  Substances Research Program
 Campus Box 215
 Boulder,  Colorado  80309
                10. PROGRAM ELEMENT NO.

                     1CC614
                11. CONTRACT/GRANT NO.
                 R803968
12. SPONSORING AGENCY NAME AND ADDRESS
 Health Effects Research Laboratory
 Office of Research  and Development
 U.S. Environmental  Protection Agency
 Cincinnati, Ohio 45268
                                                           13. TYPE OF REPORT AND PERIOD COVERED
                 Final 10/75-9/78
                14. SPONSORING AGENCY CODE
                 EPA/600/10
15. SUPPLEMENTARY NOTES
16 ABSTRACT
      The objective  of  the  research has been to develop methods  to separate, identify,
 and measure volatile and non-volatile compounds found in  secondary wastewater effluent,
 and to test the suitability  of the cytotoxicological assay  for  the substances found.
 Identification and  measurement of volatile organics were  achieved, and known substances
 were submitted,for  toxicological testing.  Non-volatile substances were concentrated
 and fractionated and submitted for both toxicological and Ames  mutagenicity testing.
 Toxicity testing utilized  the  effect of the fractions on  both metabolic and bacteri-
 cidal cellular activity.   The  use of platelets proved to  be the most suitable because
 of their stability  and correlation with gross human toxicity rankings.  The less
 polar and non-polar fractions  produced toxic responses in both  metabolic and bacteri-
 cidal assays.  An initial  set  of samples submitted for mutagenicity testing showed
 definite activity in the more  polar fractions.  A second  series of samples submitted
 for confirmatory testing showed  no activity, indicating that the concentration of
 mutagens varies significantly  with time.

 Correspondence should  be  addressed to:  Willard R. Chappell. Director, Environmental
 Trace Substances Research  Program, Campus Box 215, University of Colorado, Boulder,
 Colorado 80309,  (303)  492-7588
17.
                               KEY WORDS AND DOCUMENT ANALYSIS
                  DESCRIPTORS
 Waste water
 Potable water
 Public health
 Waste treatment
 Organic compounds
 Monitors
 Water  treatment
                                              b.IDENTIFIERS/OPEN ENDEDTERMS
   Waste water reuse
   Drinking water
   Organic  analyses
   Renovated water
   Toxicity testing
                               COSATI Field/Group
 68G
 07C
18. DISTRIBUTION STATEMENT
  Release to public
  19. SECURITY CLASS (This Report/
  Unclassified
21. NO. OF PAGES
    131
                                              20. SECURITY CLASS (This page)
                                              Unc]assified
                                                                        22. PRICE
EPA Form 2220-1 (Rev. 4-77)
119

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