[Title 40 CFR 799.6786]
[Code of Federal Regulations (annual edition) - July 1, 2002 Edition]
[Title 40 - PROTECTION OF ENVIRONMENT]
[Chapter I - ENVIRONMENTAL PROTECTION AGENCY (CONTINUED)]
[Subchapter R - TOXIC SUBSTANCES CONTROL ACT (CONTINUED)]
[Part 799 - IDENTIFICATION OF SPECIFIC CHEMICAL SUBSTANCE AND MIXTURE TESTING REQUIREMENTS]
[Subpart E - Product Properties Test Guidelines]
[Sec. 799.6786 - TSCA water solubility: Generator column method.]
[From the U.S. Government Printing Office]


40PROTECTION OF ENVIRONMENT282002-07-012002-07-01falseTSCA water solubility: Generator column method.799.6786Sec. 799.6786PROTECTION OF ENVIRONMENTENVIRONMENTAL PROTECTION AGENCY (CONTINUED)TOXIC SUBSTANCES CONTROL ACT (CONTINUED)IDENTIFICATION OF SPECIFIC CHEMICAL SUBSTANCE AND MIXTURE TESTING REQUIREMENTSProduct Properties Test Guidelines
Sec. 799.6786  TSCA water solubility: Generator column method.

    (a) Scope--(1) Applicability. This section is intended to meet the 
testing requirements of the Toxic Substances Control Act (TSCA) (15 
U.S.C. 2601).
    (2) Source. The source material used in developing this TSCA test 
guideline is the Office of Pollution Prevention, Pesticides and Toxics 
(OPPTS) harmonized test guideline 830.7860 (March 1998, revised final 
guideline). The source is available at the address in paragraph (e) of 
this section.
    (b) Introduction--(1) Purpose. (i) The water solubility of a 
chemical is defined as the equilibrium concentration of the chemical in 
a saturated aqueous solution at a given temperature and pressure. The 
aqueous phase solubility is an important factor in governing the 
movement, distribution, and rate of degradation of chemicals in the 
environment. Substances that are relatively water soluble are more 
likely to be widely distributed by the hydrologic cycle than those which 
are relatively insoluble. Furthermore, substances with higher water 
solubility are more likely to undergo microbial or chemical degradation 
in the environment because dissolution makes them ``available'' to 
interact and, therefore, react with other chemicals and microorganisms. 
Both the extent and rate of degradation via hydrolysis, photolysis, 
oxidation, reduction, and biodegradation depend on a chemical being 
soluble in water (i.e., homogeneous kinetics).
    (ii) Water provides the medium in which many organisms live, and 
water is a major component of the internal environment of all living 
organisms (except for dormant stages of certain life forms). Even 
organisms which are adapted to life in a gaseous environment require 
water for normal functioning. Water is thus the medium through which 
most other chemicals are transported to and into living cells. As a 
result, the extent to which chemicals dissolve in water will be a major 
determinant for movement through the environment and entry into living 
systems.
    (iii) The water solubility of a chemical also has an effect on its 
sorption into and desorption from soils and sediments, and on 
volatilization from aqueous media. The more soluble a chemical substance 
is, the less likely it is to sorb to soils and sediments and the less 
likely it is to volatilize from water. Finally, the design of most 
chemical tests and many ecological and health tests requires precise 
knowledge of the water solubility of the chemical to be tested.
    (2) Definitions. The following definitions apply to this section.
    Concentration (C) of a solution is the amount of solute in a given 
amount of

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solvent or solution and can be expressed as a weight/weight or weight/
volume relationship. The conversion from a weight relationship to one of 
volume incorporates density as a factor. For dilute aqueous solutions, 
the density of the solvent is approximately equal to the density of the 
solution; thus, concentrations expressed in milligrams per liter (mg/L) 
are approximately equal to 10-3 g/103 g or parts 
per million (ppm); those expressed in micrograms per liter ([mu]g/L) are 
approximately equal to 10-6 g/103 g or parts per 
billion (ppb). In addition, concentration can be expressed in terms of 
molarity, normality, molality, and mole fraction. For example, to 
convert from weight/volume to molarity molecular mass is incorporated as 
a factor.
    Density is the mass of a unit volume of a material. It is a function 
of temperature, hence the temperature at which it is measured should be 
specified. For a solid, it is the density of the impermeable portion 
rather than the bulk density. For solids and liquids, suitable units of 
measurement are grams per cubic centimeter (g/cm3). The 
density of a solution is the mass of a unit volume of the solution and 
suitable units of measurement are g/cm3.
    Extractor column is used to extract the solute from the saturated 
solutions produced by the generator column. After extraction onto a 
chromatographic support, the solute is eluted with a solvent/water 
mixture and subsequently analyzed by high-pressure liquid chromatography 
(HPLC), gas chromatography (GC), or any other suitable analytical 
procedure. A detailed description of the preparation of the extractor 
column is given in paragraph (c)(1)(i)(D) of this section.
    Generator column is used to produce or generate saturated solutions 
of a solute in a solvent. The column, see figure 1 in paragraph 
(c)(1)(i)(A) of this section, is packed with a solid support coated with 
the solute, i.e., the organic compound whose solubility is to be 
determined. When water (the solvent) is pumped through the column, 
saturated solutions of the solute are generated. Preparation of the 
generator column is described in paragraph (c)(1)(i)(A) of this section.
    Response factor (RF) is the solute concentration required to give a 
1 unit area chromatographic peak or 1 unit output from the HPLC 
recording integrator at a particular recorder attenuation. The factor is 
required to convert from units of area to units of concentration. The 
determination of the RF is given in paragraph (c)(3)(ii)(B)(2) of this 
section.
    Sample loop is a \1/16\ inch (in) outer diameter (O.D.) (1.6 
millimeter (mm)) stainless steel tube with an internal volume between 20 
and 50 [mu]L. The loop is attached to the sample injection valve of the 
HPLC and is used to inject standard solutions into the mobile phase of 
the HPLC when determining the RF for the recording integrator. The exact 
volume of the loop must be determined as described in paragraph 
(c)(3)(ii)(B)(1) of this section when the HPLC method is used.
    Saturated solution is a solution in which the dissolved solute is in 
equilibrium with an excess of undissolved solute; or a solution in 
equilibrium such that at a fixed temperature and pressure, the 
concentration of the solute in the solution is at its maximum value and 
will not change even in the presence of an excess of solute.
    Solution is a homogeneous mixture of two or more substances 
constituting a single phase.
    (3) Principle of the test method. (i) This test method is based on 
the dynamic coupled column liquid chromatographic (DCCLC) technique for 
determining the aqueous solubility of organic compounds that was 
initially developed by May et al. (as described in the references listed 
in paragraphs (e)(5) and (e)(6) of this section), modified by DeVoe et 
al. (as described in the reference listed in paragraph (e)(1) of this 
section), and finalized by Wasik et al. (as described in the reference 
listed in paragraph (e)(11) of this section). The DCCLC technique 
utilizes a generator column, extractor column and HPLC coupled or 
interconnected to provide a continuous closed flow system. Saturated 
aqueous solutions of the test compound are produced by pumping water 
through the generator column that is packed with a solid support coated 
with the compound. The compound is extracted from

[[Page 296]]

the saturated solution onto an extractor column, then eluted from the 
extractor column with a solvent/water mixture and subsequently analyzed 
by HPLC using a variable wavelength ultraviolet (UV) detector operating 
at a suitable wavelength. Chromatogram peaks are recorded and integrated 
using a recording integrator. The concentration of the compound in the 
effluent from the generator column, i.e., the water solubility of the 
compound, is determined from the mass of the compound (solute) extracted 
from a measured volume of water (solvent).
    (ii) Since the HPLC method is only applicable to compounds that 
absorb in the UV, an alternate GC method, or any other reliable 
procedure (which must be approved by OPPTS), can be used for those 
compounds that do not absorb in the UV. In the GC method the saturated 
solutions produced in the generator column are extracted using an 
appropriate organic solvent that is subsequently injected into the GC, 
or any other suitable analytical device, for analysis of the test 
compound.
    (4) Reference chemicals. Table 1 of this section lists the water 
solubilities at 25 [deg]C for a number of reference chemicals as 
obtained from the scientific literature. The data from Wasik et al. (as 
described in the reference listed in paragraph (e)(11) of this section), 
Miller et al. and Tewari et al. (as described in the references listed 
in paragraphs (e)(7) and (e)(10) of this section, respectively) were 
obtained from the generator column method. The water solubilities data 
were also obtained from Mackay et al. and Yalkowski et al. (as described 
in the references listed in paragraphs (e)(4) and (e)(12) of this 
section, respectively) and other scientists by the conventional shake 
flask method. These data have been provided primarily so that the 
generator column method can be calibrated from time to time and to allow 
the chemical testing laboratory an opportunity to compare its results 
with those listed in table 1 of this section. The water solubility 
values at 25 [deg]C reported by Yalkowski et al. are their preferred 
values and, in general, represent the best available water solubility 
data at 25 [deg]C. The testing laboratory has the option of choosing its 
own reference chemicals, but references must be given to establish the 
validity of the measured values of the water solubility.

                      Table 1.--Water Solubilities at 25 [deg]C of Some Reference Chemicals
----------------------------------------------------------------------------------------------------------------
                                                                   Water solubility (ppm at 25 [deg]C)
                                                        --------------------------------------------------------
                   Reference chemical                     Wasik (generator                      Other literature
                                                           column method)    Yalkowski\1\ \5\      references
----------------------------------------------------------------------------------------------------------------
2-Heptanone............................................       \2\4080              4300             \5\4330
1-Chlorobutane.........................................        \2\873             872.9              \7\666
Ethylbenzene...........................................        \2\187              208               \7\162
1,2,3-Trimethylbenzene.................................       \2\65.5              75.2             \7\48.2
Biphenyl...............................................     \3\ \10\6.71           7.48             \8\6.62
Phenanthrene...........................................       \4\1.002            1.212                --
2,4,6-Trichlorobiphenyl................................    \3\ \10\0.226          0.225             \8\0.119
2,3,4,5-Tetrachlorobiphenyl............................    \3\ \10\0.0209        0.01396           \8\0.0192
Hexachlorobenzene......................................          --              0.004669          \9\0.00996
2,3,4,5,6-Pentachlorobiphenyl..........................   \3\ \10\0.00548        0.004016          \8\0.0068
----------------------------------------------------------------------------------------------------------------
\1\ Preferred water solubility at 25 [deg]C by Yalkowski et al. (1990) in paragraph (e)(12) of this section
  based on a critical review of all the experimental water solubility data published.
\2\ Tewari et al. (1982) in paragraph (e)(10) of this section.
\3\ Leifer et al. (1983) in paragraph (e)(3) of this section.
\4\ May, Wasik, and Freeman (1978, 1978a) in paragraphs (e)(5) and (6) of this section.
\5\ Yalkowski et al. (1990) in paragraph (e)(12) of this section.
\6\ Hansch et al. (1968) in paragraph (e)(2) of this section.
\7\ Sutton and Calder (1975) in paragraph (e)(9) of this section.
\8\ Mackay et al. (1980) in paragraph (e)(4) of this section.
\9\ The elution chromatographic method from Organization for Economic Cooperation and Development (OECD) (1981)
  in paragraph (e)(8) of this section.
\10\ Miller et al. (1984) in paragraph (e)(7) of this section.

    (5) Applicability and specificity. (i) Procedures are described in 
this section to determine the water solubility for liquid or solid 
compounds. The water solubility can be determined in very pure water, 
buffer solution for compounds

[[Page 297]]

that reversibly ionize or protonate, or in artificial seawater as a 
function of temperature (i.e., in the range of temperatures of 
environmental concern). This section is not applicable to the water 
solubility of gases.
    (ii) This section is designed to determine the water solubility of a 
solid or liquid test chemical in the range of 1 ppb to 5,000 ppm. For 
chemicals whose solubility is below 1 ppb, the water solubility should 
be characterized as ``less than 1 ppb'' with no further quantification. 
For solubilities greater than 5,000 ppm, the shake flask method should 
be used, see paragraph (e)(15) of this section.
    (c) Test procedure--(1) Test conditions--(i) Special laboratory 
equipment--(A) Generator column. (1) Either of two different designs 
shall be used depending on whether the eluted aqueous phase is analyzed 
by HPLC in paragraph (c)(3)(ii) of this section or by solvent extraction 
followed by GC (or any other reliable quantitative) analysis of solvent 
extract in paragraph (c)(3)(iv) of this section. The design of the 
generator column is shown in the following figure 1:

                       Figure 1--Generator Column
[GRAPHIC] [TIFF OMITTED] TR15DE00.055

    (2) The column consists of a 6 mm (\1/4\ in) O.D. pyrex tube joined 
to a short enlarged section of 9 mm pyrex tubing which in turn is 
connected to another section of 6 mm (\1/4\ in) O.D. pyrex tubing. 
Connections to the inlet teflon tubing (\1/8\ in O.D.) and to the outlet 
stainless steel tubing (\1/16\ in O.D.) shall be made by means of 
stainless steel fittings with teflon ferrules. The column is enclosed in 
a water jacket for temperature control as shown in the following figure 
2:

[[Page 298]]

Figure 2--Setup Showing Generator Column Enclosed in a Water Jacket and 
       Overall Arrangement of the Apparatus Used in the GC Method
[GRAPHIC] [TIFF OMITTED] TR15DE00.056

    (B) Constant temperature bath with circulation pump-bath and capable 
of controlling temperature to [plusmn] 0.05 [deg]C, see paragraph (c)(3) 
of this section.
    (C) HPLC equipped with a variable wavelenth UV absorption detector 
operating at a suitable wavelength and a recording integrator in 
paragraph (c)(3)(ii) of this section.
    (D) Extractor column--6.6 x 0.6 cm stainless steel tube with end 
fittings containing 5 [mu]m frits filled with a superficially porous 
phase packing (Bondapack C18/Corasil: Waters Associates) in 
paragraph (c)(3)(ii) of this section.
    (E) Two 6-port high-pressure rotary switching valves in paragraph 
(c)(3)(ii) of this section.
    (F) Collection vessel--8 x \3/4\ in section of pyrex tubing with a 
flat bottom connected to a short section of \3/8\ in O.D. borosilicate 
glass tubing in figure 2 in paragraph (c)(1)(i)(A)(2) of this section. 
The collecting vessel is sealed with a \3/8\ in teflon cap fitting in 
paragraph (c)(3)(iii) of this section.
    (G) GC, or any other reliable analytical equipment, which has a 
detector sensitive to the solute of interest in paragraph (c)(3)(iii) of 
this section.
    (ii) Purity of water. Water meeting appropriate American Society for 
Testing and Materials (ASTM) Type II standards, or an equivalent grade, 
are recommended to minimize the effects of dissolved salts and other 
impurities on water solubility. ASTM Type II water is presented in the 
reference listed in paragraph (e)(13) of this section.
    (iii) Purity of solvents. All solvents used in this method must 
bereagent or HPLC grade. Solvents must contain no impurities which could 
interfere with the determination of the test compound.
    (iv) Seawater. When the water solubility in seawater is desired, the 
artificial seawater described in paragraph (c)(2)(ii) of this section 
must be used.
    (v) Effect of pH on solubility. For chemicals that reversibly ionize 
or protonate with a pKa or pKb between 3 and 11, 
experiments must be performed at pH's 5.0, 7.0, and 9.0 using 
appropriate buffers.
    (2) Preparation of reagents and solutions--(i) Buffer solutions. 
Prepare buffer solutions as follows:
    (A) pH 3.0--to 250 mL of 0.10M potassium hydrogen phosphate add 111 
mL of 0.10 M hydrochloric acid; adjust the final volume to 500 mL with 
reagent grade water.
    (B) pH 5.0--to 250 mL of 0.1M potassium hydrogen phthalate add 113 
mL of 0.1M sodium hydroxide; adjust the final volume to 500 mL with 
reagent grade water.
    (C) pH 7.0--to 250 mL of 0.1M potassium dihydrogen phosphate add 145 
mL of 0.1M sodium hydroxide; adjust the final volume to 500 mL with 
reagent grade water.
    (D) pH 9.0--to 250 mL of 0.075M borax add 69 mL of 0.1M HCl; adjust 
the final volume to 500 mL with reagent grade water.
    (E) pH 11.0--to 250 mL of 0.05 M sodium bicarbonate add 3 mL of 0.10 
M sodium hydroxide; adjust the final volume to 500 mL with reagent grade 
water.
    (ii) Check the pH of each buffer solution with a pH meter at 25 
[deg]C and adjust to pH 5.0, 7.0, or 9.0, if necessary. If

[[Page 299]]

the pH of the solution has changed by [plusmn]0.2 pH units or more after 
the addition of the test compound, then a more concentrated buffer is 
required for that pH determination. The sponsor should then choose a 
more suitable buffer.
    (iii) Artificial seawater. Add the reagent-grade chemicals listed in 
table 2 of this section in the specified amounts and order to 890 mL of 
reagent-grade water. Each chemical shall be dissolved before another one 
is added.

            Table 2.--Constituents of Artificial Seawater\1\
------------------------------------------------------------------------
                       Chemical                              Amount
------------------------------------------------------------------------
NaF..................................................               3 mg
SrCl2.6H2O...........................................              20 mg
H3BO3................................................              30 mg
KBr..................................................             100 mg
KCl..................................................             700 mg
CaCl2.2H2O...........................................      1.47 gram (g)
Na2SO4...............................................             4.00 g
MgCl2.6H2O...........................................            10.78 g
NaCl.................................................            23.50 g
Na2SiO3.9H2O.........................................              20 mg
NaHCO3...............................................             200 mg
------------------------------------------------------------------------
\1\ If the resulting solution is diluted to 1 L, the salinity should be
  34[plusmn]0.5 g/kilogram (kg) and the pH 8.0[plusmn]0.2. The desired
  test salinity is attained by dilution at time of use.

    (3) Performance of the test. Using either the procedures in 
paragraph (c)(3)(ii) or (c)(3)(iii) of this section, determine the water 
solubility of the test compound at 25 [deg]C in reagent-grade water or 
buffer solution, as appropriate. Under certain circumstances, it may be 
necessary to determine the water solubility of a test compound at 25 
[deg]C in artificial seawater. The water solubility can also be 
determined at other temperatures of environmental concern by adjusting 
the temperature of the water bath to the appropriate temperature.
    (i) Prior to the determination of the water solubility of the test 
chemical, two procedures shall be followed.
    (A) The saturated aqueous solution leaving the generator column must 
be tested for the presence of an emulsion, using a Tyndall procedure. If 
colloids are present, they must be eliminated prior to the injection 
into the extractor column. This may be achieved by lowering the flow 
rate of the water.
    (B) The efficiency of the removal of the solute (i.e. test chemical) 
by the solvent extraction from the extraction column must be determined 
and used in the determination of the water solubility of the test 
chemical.
    (ii) Procedure A--HPLC method--(A) Scope. (1) Procedure A covers the 
determination of the aqueous solubility of compounds which absorb in the 
UV.
    (i) The HPLC analytical system is shown schematically in the 
following figure 3:

        Figure 3--Schematic of HPLC--Generator Column Flow System
[GRAPHIC] [TIFF OMITTED] TR15DE00.057

    (ii) Two reciprocating piston pumps deliver the mobile phase (water 
or solvent/water mixture) through two 6-port high-pressure rotary valves 
and a 30 x

[[Page 300]]

0.6 cm C18/Corasil analytical column to a variable wavelength 
UV absorption detector operating at a suitable wavelength; chromatogram 
peaks are recorded and integrated with a recording integrator. One of 
the 6-port valves is the sample injection valve used for injecting 
samples of standard solutions of the solute in an appropriate 
concentration for determining RFs of standard solutions of basic 
chromate for determining the sample-loop volume. The other 6-port valve 
in the system serves as a switching valve for the extractor column which 
is used to remove solute from the aqueous solutions.
    (2) The general procedure for analyzing the aqueous phase is as 
follows (a detailed procedure is given in paragraph (c)(3)(ii)(B)(4) of 
this section).
    (i) Direct the aqueous solution to ``Waste,'' see figure 3 in 
paragraph (c)(3)(ii)(A)(1)(i) of this section, with the switching valve 
in the inject position in order to equilibrate internal surfaces with 
the solution, thus ensuring that the analyzed sample would not be 
depleted by solute adsorption on surfaces upstream from the valve.
    (ii) At the same time, water is pumped from the HPLC pumps in order 
to displace the solvent from the extractor column.
    (iii) The switching valve is next changed to the load position to 
divert a sample of the solution through the extractor column, and the 
liquid leaving this column is collected in a weighing bottle. During 
this extraction step, the mobile phase is changed to a solvent/water 
mixture to condition the analytical column.
    (iv) After the desired volume of sample is extracted, the switching 
valve is returned to the inject position for elution and analysis. 
Assuming that there is no breakthrough of solute from the extractor 
column during the extraction step, the chromatographic peak represents 
all of the solute in the sample, provided that the extraction efficiency 
is 100%. If the extraction efficiency is less than 100%, then the 
extraction efficiency shall be used to determine the actual weight of 
the solute extracted.
    (v) The solute concentration in the aqueous phase is calculated from 
the peak area and the weight of the extracted liquid collected in the 
weighing bottle.
    (B) Determinations--(1) Sample-loop volume. Accurate measurement of 
the sample loop may be accomplished by using the spectrophotometric 
method of Devoe et al. under paragraph (e)(1) of this section. For this 
method measure absorbance, Aloop, at 373 nm of at least three 
solutions, each of which is prepared by collecting from the sample valve 
an appropriate number, n, of loopfuls of an aqueous stock solution of 
K2CrO4 (1.3% by weight) and diluting to 50 mL with 
0.2% KOH. (For a 20 [mu]L loop, use n = 5; for a 50 [mu]L loop, use n = 
2.) Also measure the absorbance, Astock, of the same stock 
solution after diluting 1:500 with 0.2% KOH. Calculate the loop volume 
to the nearest 0.1 [mu]L using the equation:

                               Equation 1:
[GRAPHIC] [TIFF OMITTED] TR15DE00.059

    (2) RF. (i) For all determinations adjust the mobile phase solvent/
water ratio and flow rate to obtain a reasonable retention time on the 
HPLC column. For example, typical concentrations of solvent in the 
mobile phase range from 50 to 100% while flow rates range from 1 to 3 
mL/min; these conditions give a 3 to 5 min retention time.
    (ii) Prepare standard solutions of known concentrations of the 
solute in a suitable solvent. Concentrations must give a recorder 
response within the maximum response of the detector. Inject samples of 
each standard solution into the HPLC system using the calibrated sample 
loop. Obtain an average peak area from at least three injections of each 
standard sample at a set absorbance unit full scale (AUFS), i.e., at the 
same absorbance scale attenuation setting.
    (iii) Calculate the RF from the following equation:

                               Equation 2:

[[Page 301]]

[GRAPHIC] [TIFF OMITTED] TR15DE00.058

    (3) Loading of the generator column. (i) The design of the generator 
column was described in paragraph (c)(1)(i) of this section and is shown 
in figure 1 in paragraph (c)(1)(i)(A) of this section. To pack the 
column, a plug of silanized glass wool is inserted into one end of the 6 
mm pyrex tubing. Silanized diatomaceous silica support (about 0.5g 100-
120 mesh Chromosorb (W) chromatographic support material) is poured into 
the tube with tapping and retained with a second plug of silanized glass 
wool.
    (ii) If the solute is a liquid, the column is loaded by pulling the 
liquid solute through the dry support with gentle suction. If the solute 
is a solid, a 1% solution of the solid in a volatile solvent is added to 
the dry packing. The solvent is then distilled off the column under 
reduced pressure. After loading the column draw water up through the 
column to remove entrapped air.
    (4) Analysis of the solute. Use the following procedure to collect 
and analyze the solute.
    (i) With the switching valve (figure 3 in paragraph 
(c)(3)(ii)(A)(1)(i) of this section) in the inject position (i.e., water 
to waste), pump water through the generator column at a flow rate of 
approximately 1 mL/min for approximately 5 minutes (min) to bring the 
system into equilibrium. Pump water to the generator column by means of 
a minipump or pressurized water reservoir as shown in the following 
figure 4:

                 Figure 4--Water Reservoir for GC Method
[GRAPHIC] [TIFF OMITTED] TR15DE00.060

    (ii) Flush out the solvent that remains in the system from previous 
runs by changing the mobile phase to 100% H2O and allowing 
the water to reach the HPLC detector, as indicated by a negative 
reading. As soon as this occurs, place a 25 mL weighing bottle (weighed 
to the nearest mg) at the waste position and immediately turn the 
switching valve to the load position.
    (iii) Collect an amount of water (as determined by trial and error) 
in the weighing bottle, corresponding to the amount of solute adsorbed 
by the extractor column that gives a large on-

[[Page 302]]

scale detector response. During this extraction step, switch back to the 
original HPLC mobile phase composition, i.e., solvent/water mixture, to 
condition the HPLC analytical column.
    (iv) After the desired volume of sample has been extracted, turn the 
switching valve back to the inject position (figure 3 in paragraph 
(c)(3)(ii)(A)(1)(i) of this section); at the same time turn on the 
recording integrator. The solvent/water mobile phase will elute the 
solute from the extractor column and transfer the solute to the HPLC 
analytical column.
    (v) Remove the weighing bottle, cap it, and replace it with the 
waste container. Determine the weight of water collected to the nearest 
mg and record the corresponding peak area. Using the same AUFS setting 
repeat the analysis of the solute at least two more times and determine 
the average ratio of peak area to grams of water collected. In this 
equation, s = solubility (M), RF = response factor, Vloop = 
sample-loop volume (L), and R = ratio of area to grams of water. 
Calculate the solute solubility in water using the following equation:

                               Equation 3:
[GRAPHIC] [TIFF OMITTED] TR15DE00.061

    (iii) Procedure B--GC method-- (A) Scope. In the GC method, or any 
other analytical method, aqueous solutions from the generator column 
enter a collecting vessel (figure 2 in paragraph (c)(1)(i)(A)(2) of this 
section) containing a known weight of extracting solvent which is 
immiscible in water. The outlet of the generator column is positioned 
such that the aqueous phase always enters below the extracting solvent. 
After the aqueous phase is collected, the collecting vessel is stoppered 
and the quantity of aqueous phase is determined by weighing. The solvent 
and the aqueous phase are equilibrated by slowly rotating the collecting 
vessel. The extraction efficiency of the solvent must be determined at 
this time. A small amount of the extracting solvent is removed and 
injected into a gas chromograph equipped with an appropriate detector. 
The solute concentration in the aqueous phase is determined from a 
calibration curve constructed using known concentrations of the solute.
    (B) Alternative method. If another (approved) analytical method is 
used instead of the GC, that method shall be used to determine 
quantitatively the amount of solute present in the extraction solvent.
    (C) Determinations--(1) Calibration curve. (i) Prepare solute 
standard solutions of concentrations covering the range of the solute 
solubility. Select a column and optimum GC operating conditions for 
resolution between the solute and solvent and the solute and extracting 
solvent. Inject a known volume of each standard solution into the 
injection port of the GC. For each standard solution determine the 
average of the ratio R of peak area to volume (in microliters) for three 
chromatographic peaks from three injections.
    (ii) After running all the standard solutions, determine the 
coefficients, a and b, using a linear regression equation of C vs. R in 
the following form:

                               Equation 4:
[GRAPHIC] [TIFF OMITTED] TR15DE00.062

    (iii) If another analytical method is used, the procedures described 
in paragraph (c)(3)(iii)(C)(1) of this section shall be used to 
determine quantitatively the amount of solute in the extraction solvent.
    (2) Loading of the generator column. The generator column is packed 
and loaded with solute in the same manner as for the HPLC method 
described under paragraph (c)(3)(ii)(B)(3) of this section. As shown in 
figure 2 in paragraph (c)(1)(i)(A)(2) of this section, attach 
approximately 20 cm of straight stainless steel tubing to the bottom of 
the generator column. Connect the top of the generator column to a water 
reservoir (figure 4 in paragraph (c)(3)(ii)(B)(4)(i) of this section) 
using teflon tubing. Use air or nitrogen pressure (5 PSI) from an air or 
nitrogen cylinder to force water from the reservoir through the column. 
Collect water in an Erlenmeyer flask for approximately 15 min while the 
solute concentration in water equilibrates;

[[Page 303]]

longer time may be required for less soluble compounds.
    (3) Collection and extraction of the solute. During the 
equilibration time, add a known weight of extracting solvent to a 
collection vessel which can be capped. The extracting solvent should 
cover the bottom of the collection vessel to a depth sufficient to 
submerge the collecting tube but still maintain 100:1 water/solvent 
ratio. Record the weight (to the nearest mg) of a collection vessel with 
cap and extracting solvent. Place the collection vessel under the 
generator column so that water from the collecting tube enters below the 
level of the extracting solvent (figure 2 in paragraph (c)(1)(i)(A)(2) 
of this section). When the collection vessel is filled, remove it from 
under the generator column, replace cap, and weigh the filled vessel. 
Determine the weight of water collected. Before analyzing for the 
solute, gently shake the collection vessel contents for approximately 30 
min, controlling the rate of shaking so as not to form an emulsion; 
rotating the flask end over end five times per minute is sufficient.
    (4) Analysis of the solute. (i) After shaking, allow the collection 
vessel to stand for approximately 30 min; then remove a known volume of 
the extracting solvent from the vessel using a microliter syringe and 
inject it into the GC. Record the ratio of peak area to volume injected 
and, from the regression equation of the calibration line, determine the 
concentration of solute in the extracting solvent. In this equation, 
Ces is the concentration of solute in extracting solvent (M), 
dH2O and des are the densities of water and 
extracting solvent, respectively, and ges and gH2O 
are the grams of extracting solvent and water, respectively, contained 
in the collection vessel. The concentration of solute in water C(M) is 
determined from the following equation:

                               Equation 5:
[GRAPHIC] [TIFF OMITTED] TR15DE00.063

    (ii) Make replicate injections from each collecting vessel to 
determine the average solute concentration in water for each vessel. To 
make sure the generator column has reached equilibrium, run at least two 
additional (for a total of three) collection vessels and analyze the 
extracted solute as described above. Calculate the water solubility of 
the solute from the average solute concentration in the three vessels.
    (iv) Modification of procedures for potential problems. If the test 
compound decomposes in one or more of the aqueous solvents required 
during the period of the test at a rate such that an accurate value for 
water solubility cannot be obtained, then it will be necessary to carry 
out detailed transformation studies; e.g., hydrolysis in paragraph 
(e)(16) of this section. If decomposition is due to aqueous photolysis, 
then it will be necessary to carry out water solubility studies in the 
dark, under red or yellow lights, or by any other suitable method to 
eliminate this transformation process.
    (d) Data and reporting--(1) Test report. (i) For each set of 
conditions, (e.g., temperature, pure water, buffer solution, artificial 
seawater) required for the study, provide the water solubility value for 
each of three determinations, the mean value, and the standard 
deviation.
    (ii) For compounds that decompose at a rate such that a precise 
value for the water solubility cannot be obtained, provide a statement 
to that effect.
    (iii) For compounds with water solubility below 1 ppb, report the 
value as ``less than 1 ppb.''
    (2) Specific analytical, calibration, and recovery procedures. (i) 
For the HPLC method describe and/or report:
    (A) The method used to determine the sample-loop volume and the 
average and standard deviation of that volume.
    (B) The average and standard deviation of the RF.
    (C) Any changes made or problems encountered in the test procedure.
    (ii) For the GC, or any other analytical, method report:
    (A) The column and GC operating conditions of temperature and flow 
rate, or the operating conditions of any other analytical method used.
    (B) The average and standard deviation of the average area per

[[Page 304]]

microliter obtained for each of the standard solutions.
    (C) The form of the regression equation obtained in the calibration 
procedure.
    (D) The extracting solvent used, and its extraction efficiency.
    (E) The average and standard deviation of solute concentration in 
each collection vessel.
    (F) Any changes made or problems encountered in the test procedure.
    (G) If applicable, a complete description of the analytical method 
which was used instead of the GC method.
    (e) References. For additional information on this test guideline, 
the following references should be consulted. These references are 
available from the TSCA Nonconfidential Information Center, Rm. NE-B607, 
Environmental Protection Agency, 401 M St., SW., Washington, DC, 12 noon 
to 4 p.m., Monday through Friday, excluding legal holidays.
    (1) DeVoe, H. et al., Generator columns and high pressure liquid 
chromatography for determining aqueous solubilities and octanol-water 
partition coefficients of hydrophobic substances. Journal of Research, 
National Bureau of Standards, 86:361-366 (1981).
    (2) Hansch, C. et al., The linear free-energy relationship between 
partition coefficients, and the aqueous solubility of organic liquids. 
Journal of Organic Chemistry 33:347-350 (1968).
    (3) Leifer, A. et al., Environmental transport and transformation of 
polychlorinated biphenyls. Chapter 1. U.S. Environmental Protection 
Agency Report: EPA-560/5-83-005 (1983).
    (4) Mackay, D. et al., Relationships between aqueous solubility and 
octanol-water partition coefficient. Chemosphere 9:701-711 (1980).
    (5) May, W.E. et al., Determination of the aqueous solubility of 
polynuclear aromatic hydrocarbons by a coupled column liquid 
chromatographic technique. Analytical Chemistry 50:175-179 (1978).
    (6) May, W.E. et al. Determination of the solubility behavior of 
some polycyclic aromatic hydrocarbons in the water. Analytical 
Chemistry, 50:997-1000 (1978a).
    (7) Miller, N.M. et al., Aqueous solubilities, octanol/water 
partition coefficients, and entropy of melting of chlorinated benzenes 
and biphenyls. Journal of Chemical and Engineering Data 29:184-190 
(1984).
    (8) OECD/Organization for Economic Cooperation and Development. Test 
Guideline No. 105. Water solubility column elution-flask method (1981).
    (9) Sutton, C. and Calder, J.A., Solubility of alkylbenzenes in 
distilled water and seawater at 25 [deg]C. Journal of Chemical and 
Engineering Data 20:320-322 (1975).
    (10) Tewari, Y.B. et al., Aqueous solubility and octanol/water 
partition coefficient of organic compounds at 25 [deg]C. Journal of 
Chemical and Engineering Data 27:451-454 (1982).
    (11) Wasik, S.P. et al., Octanol/Water Partition Coefficient and 
Aqueous Solubilities of Organic Compounds. NBS Report NBSIR 81-2406. 
Washington, DC: National Bureau of Standards, U.S. Department of 
Commerce (1981).
    (12) Yalkowski, S.H. et al., ``Aquasol database of aqueous 
solubilities of organic compounds''; Fifth Edition. University of 
Arizona, College of Pharmacy, Tucson, AZ 85721 (1990) (available at 
http://www.pharm.arizona.edu/aquasol/index.html).
    (13) ASTM D 1193-91, Standard Specification for Reagent Water. 
American Society for Testing and Materials (ASTM). 1916 Race St., 
Philadelphia, PA 19103.

Subparts F-G [Reserved]