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Study Title
ADSORPTION-DESORPTION SCREENING STUDIES OF AMMONIUM PERFLUOROOCTANOATE
Author William R. Berti Report Completed
May 2000 Performing Laboratory E. I. du Font de Nemours and Company Environmental and Microbiological Sciences & Engineering Corporate Center for Engineering Research Central Research & Development Glasgow, Building 300, P.O. Box 6101 Newark, DE 19714-6101 Report No. EMSE-053-00
Page 1 of 16
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DuPont EMSE Report No. 053-00 GENERAL INFORMATION
Material Tested: Ammonium perfluorooctanoate Synonyms/Codes: APFO, C-8, FC-143 DuPont Notebook No.: E98312
Sponsor: Robert Pinchot E. I. du Font de Nemours and Company
BARLML CRP-711/2210-B Study Initiated / Completed: September 1999 / May 2000
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DuPont EMSE Report No. 053-00
ADSORPTION-DESORPTION SCREENING STUDIES OF AMMONIUM PERFLUOROOCTANOATE
SUMMARY
Five of nine materials appeared to adsorb a significant amount (greater than 25% of APFO added) at one or more concentrations ofAPFO. For four of the five materials to which APFO significantly adsorbed, most of the adsorbed APFO appeared not to desorb after 2 washings at one or more concentrations of added APFO.
Study Conducted by:
Kristi Bamett
Research Technician, EMS&E
(date)
Study Conducted by:
Jack DeCarolis
Staff Biologist, EMS&E
(date)
Study Conducted by:
George Fisher Research Technician
(date)
Study Conducted by:
Bogdan Szostek, Ph.D. Research Scientist, Haskell Lab
(date)
Report Prepared by:
William R. Berti, Ph.D. Senior Research Biologist, EMS&E
Page 3 of 16
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(date)
DuPont EMSE Report No. 053-00
INTRODUCTION AND PURPOSE
APFO adsorption/desorption screening studies were performed on several test materials, including two clays, a washed sand, peat moss, and an agricultural soil from Delaware, USA. The adsorption/desorption screening studies were also performed using two surface soils and two sediments from the Ohio River collected in the vicinity of the DuPont Washington Works plant near Parkersburg, West Virginia.
The adsorption/desorption procedure used in this study was adapted from a method
developed by the Office of Prevention, Pesticides and Toxic Substances (OPPTS), United States Environmental Protection Agency for use in the testing of pesticides and toxic substances, and the development of test data (1). Our objectives were to develop an adsorption/desorption protocol and analytical procedure for APFO. As part of this objective, we screened a variety of test materials for their APFO adsorption/desorption characteristics.
MATERIALS AND METHODS
Test Materials
The Kaolin (KGa-2) and Montmorillonite (SAz-1) are Clay Mineral Society "Source Clays" and were obtained from the curator of the sample collection in the Department of Geology at the University of Missouri, Columbia. Additional information on these and other Source Clays has been published (2). The Quikrete All-Purpose sand and Scotts sphagnum peat moss were purchased locally at a builders' supply store (Home Depot). The Sassafras soil is a surface (0 to 15 cm) soil collected from an agricultural field in Delaware, USA. The Garden Area soil and East Wood soil were surface soils collected from the DuPont Washington Works plant. The Upstream sediment was obtained from the bank of the Ohio River upstream of the DuPont Washington Works NPDES permitted outfall, and the Downstream sedment was from downstream of the outfall. The two soil and sediment sample from the vicinity Washington Works were collected in the fall of 1999.
Physical and chemical properties of the less than 2-mm size fractions of the soils,
sediments, clays, sand, and peat moss used in this study are listed in Tables 1 and 2. Except for
the clays, all samples were screened through a 2-mm (10 mesh) stainless steel sieve in
preparation for the absorption/desorption screening test. Furthermore, the sand was washed using
DI water through 2 mm and 50-um stainless steel sieves. Material retained on the 50 urn sieve
was used in the study. The sand, soils, and sediments used in the studies were air-dried prior to
use in the studies. Data calculations, however, were based on oven-dry weights of the samples. Oven-dry weights were determined after drying a subsample of material in an oven at 105C for a minimum of 24 h.
The pH of the sample were determined in a 1:1 test material to water. Percent organic
matter was determined using the loss on ignition method.
Screening Test: Adsorption Studies
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DuPont EMSE Report No. 053-00
The adsorption test was performed in duplicate on each material. A blank containing 0.01M CaCIa solution with test materials and no APFO and a single control at each APFO concentration but no material were also included. Each material was equilibrated with the aqueous phase of a solution of the test chemical at 5.0,0.5 and 0.05 mg L"1. prepared in 0.01M CaCb
Sterile 50 mL Coming polypropylene centrifuge tubes were used as the test vessels. One part air-dried material (4.0 g) was weighed and 5 part test solution (20 mL) was decanted into a centrifuge tube, except the control tube. The centrifuge tubes were secured on an end-over-end mixer and agitated at about 30 rpm for 24 hours. Samples were centrifaged for 20 minutes using a RT6000B Sorvall centrifuge at 4000 x g and then filtered through a 0.2 urn nylon syringe filter into a new centrifuge tube. The volume of aqueous supernatant was measured and refrigerated at about 5C until analyzed for the parent compound using an LC-MS. The blank and the control tubes were subjected to the same steps as the test systems, including filtering.
Screening Test: Desorption Studies
To each solid phase (pellet) was added a fresh volume of 0.01M CaCIa solution without the test
chemical equal to that added in the adsorption test, 20 mL. The sample was mixed, centrifuged, filtered, stored, and analyses as was done in the adsorption studies. This desorption step was repeated a second time, resulting in two washings that were analyzed separately.
Calculations
Data calculations included: 1. The percent of APFO adsorbed, A:
A == (G - Ce x Vo)/G x 100 = x/G x 100 2. The percent of APFO which is desorbed, D:
D = [(Cl + C2)V - (Vo - V)Ce]/x x 100 3. The percent of APFO which is not desorbed, R:
R = [G - (Ce + Cl + C2)V]/x x 100
4. The adsorption coefficient, K': K' = (x/m)/Ce
5. The adsorption coefficient calculated as a function of the organic carbon content of the test
material, K'oc: K'oc = K (100/percent organic carbon)
Where:
1. m = dry weight of soil employed (g) 2. Ce = concentration of APFO remaining in solution (V) in the adsorption step (ug L"') 3. Cl = concentration of APFO in solution in the first wash (ug L'1) 4. C2 = concentration of APFO in solution in the second wash (ug L'1) 5. Vo = original volume of solution employed (mL) 6. V = volume of solution obtained after the adsorption step (mL)
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DuPont EMSE Report No. 053-00 7. G = quantity of material recovered from the soilless control (u,g)
RESULTS AND DISCUSSION Of the nine materials tested, five of them (peat moss. Upstream sediment. East Wood soil. Garden Area soil, and Kaolin Clay) exhibited significant adsorption (greater than 25% of APFO added) at one or more of the added concentrations ofAPFO. Peat moss alone, however, adsorbed a significant amount at all three concentrations of added APFO; 50, 500, and 5,000 u,g APFO/L. Kaolin clay adsorbed a significant amount ofAPFO at 500 and 5,000 ug APFO/L. The Garden Area soil collected at Washington Works also adsorbed significant amounts ofAPFO at 500 u,g APFO/L. Upstream sediments from the Ohio River and East Wood soil adsorbed a significant amount ofAPFO at 50 u.g APFO/L only. Sand, Montmorillonite clay. Downstream sediment, and Sassafras soil did not adsorb a significant amount ofAPFO at any concentration of
the added APFO.
Once adsorbed on peat moss, most of the APFO (>76%) did not desorb after two washings with a solution of 0.01 M CaCL;. For the Kaolin clay, most the APFO adsorbed when added at 5,000 ug APFO/L desorbed with washing (>60%). At APFO added at 500 u,g APFO/L, however, an average of 98% did not desorb from the Kaolin clay after two washings. The East Wood soil, which adsorbed 46% of the APFO added at 50 ug APFO/L desorbed only about 2%. For the Garden Area soil 57% of the APFO desorbed when adsorbed from the 500 ug APFO/L solution. No measurable desorption ofAPFO from the Upstream sediment after two washings was observed when the APFO was added at 50 ug APFO/L.
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DuPont EMSE
TABLE 1.
ADSORPTION-DESORPTION SCREENING STUDIES OF AMMONIUM PERFLUOROOCT Physical properties of test materials.
Test material
Moisture contentf
%
Test Material Dry Wt., Sand Silt Clay
m
S
% %%
Organic Matter
y - ";:..,'..
%
Org Carb
%
Sand
0.24
4.0
100 0
0
ND
N
Peat moss
47
2.1
ND ND ND
ND
N
Kaolin clay
0.78
4.0
0
0 100
ND
N
Montmorillonite
7.4
3.7
0
0 100
ND
N
Sassafrass soil
1.4
3.9
71 19 10
1
0.
East Wood soil
14
Garden Area soil
9.4
Upstream sediment
13
Downstream sediment
9.0
3.5
45 40 15
1.6
0.
3.7
37 42 21
2.9
1
3.5
59 30 11
1.5
0.
3.7
69 21 10
0.6
0.
t Based on drying at 105C for a minimum of 24 h. t Estimated from percent organic matter.
ND is not determined.
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TABLE 2. Chemical properties of test materials.
DuFont EMSE
Test material
pHf CECf
meq/lOOg
Exchangeable cations, meq/100g
Ca
Ms
Na
K
H
Sand
6.6
ND^f ND
ND
ND
ND
ND
Peat moss
3.7
ND
ND
ND
ND
ND
ND
Kaolin clay
3.8
3.3
ND
ND
ND
ND
ND
Montmorillonite
7.6
120
ND
ND
ND
ND
ND
Sassafrass soil
6.3
2.8
2.10
0.51
0.01
0.21
0.00
East Wood soil
5.6
Garden Area soil
4.7
Upstream sediment 7.1
Downstream
6.9
sediment
10 17.2 7.4 5.9
4.19 5.85 6.08 4.54
0.61 1.15 0.86 1.09
0.04 0.01 0.27 0.20
0.15 0.18 0.15 0.09
5.01 10.01 0.04 0.00
fl:! test material to water.
%Cation Exchange Capacity.
Exchangeable cations in milliequivalents/100 g test material determined by a modified ammonium acetate metho T(ND is not determined.
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TABLE 3. Absorption/desorption screening test data.
Test material
Nominal APFO
concentration
Original solution volume, Vo
WL-1
mL
Volume of solution after adsorption step,
V
mL
APFO in solution after adsorption step,
Ce
WL-1
APFO in first
wash, Cl
HKL-1
Sand
0.00 0.05
0.5 5
20.0 20.0 20.0 20.0
18.0
2.79E+01
ND
18.0
1.39E+02
ND
18.0
4.98E+02
ND
18.0
3.80E+03
ND
Peat moss
0.00 0.05
0.5 5
20.0 20.0 20.0 20.0
18.0
4.00E+01
O.OOE+00
18.0
7.98E+00
O.OOE+00
18.0
6.55E+01
4.07E+01
18.0
9.62E+02
5.87E+02
Kaolin clay
0.00 0.05 0.5
5
20.0 20.0 20.0 20.0
18.0
1.65E+00
O.OOE+00
18.0
3.83E+01
NA
18.0
3.27E+02
3.31E+01
18.0
3.02E+03
4.52E+02
Montmorillonite
0.00 0.05 0.5
5
20.0 20.0 20.0 20.0
18.0
4.45E+01
O.OOE+00
18.0
4.68E+01
ND
18.0
3.80E+02
6.25E+01
18.0
3.69E+03
ND
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18.0
DuFont EMSE
TABLE 3 (cont'd)
Test material
Sassafrass soil
Nominal
APFO
Original solution
concentration volume, Vo
Volume of solution after adsorption step,
V
^L"
mL
mL
0.00 0.05
0.5 5
20.0 20.0 20.0 20.0
18.0 18.0 18.0 18.0
APFO in solution after adsorption
step, Ce HgL-1
O.OOE+00 4.33E+01 4.35E+02 3.63E+03
APFO in firs wash,Cl
HgL-1
ND ND ND ND
East Wood soil
0.00 0.05 0.5
5
20.0 20.0 20.0 20.0
18.0
7.50E-02
O.OOE+00
18.0
1.18E+01
1.63E+00
17.8
3.98E+02
7.53E+01
18.0
4.78E+03
7.44E+02
Garden Area soil Upstream sediment
0.00 0.05 0.5
5
0 50 500
5000
20.0 20.0 20.0 20.0
20.0 20.0 20.0 20.0
18.0 18.0 18.5 17.0
""18.0
""'IP
18.5 18.0
1.15E+01 2.57E+01 2.76E+02 3.68E+03
O.OOE+00
1.59E+01 4.12E+02 4.36E+03
6.93E+00 1.24E+01 1.19E+02 1.09E+03
O.OOE+00 8.50E-01
7.11E+01 7.71E+02
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TABLE 3 (cont'd)
Test material
Nominal APFO
concentration
Original solution volume, Vo
Volume of solution after
adsorption step,
V
WL-1
mL
mL
APFO in solution after adsorption
step, Ce
MRL-1
APFO in fir wash,Cl
WL-1
Downstream sediment
0 50 500 5000
20.0 20.0 20.0 20.0
18.5 18.0 18.0 17.8
O.OOE+00 1.99E+01
4.58E+02 5.54E+03
O.OOE+00 O.OOE+00
4.63E+01 5.72E+02
Sassafrass soil
0.00 0.05 0.5
5
20.0 20.0 20.0 20.0
18.5 18.5 19.0 16.3
O.OOE+00 2.04E+01 4.94E+02 5.25E+03
O.OOE+00 4.50E-01 5.32E+01
8.40E+02
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TABLE 4. Adsorption/desorption screening test calculations.
DuPont EMSE R
Test material Sand
Peat moss Kaolin Clay Montmorillonite Sassafrass Soil
APFO
Adsorbed
Nominal recovered from
Material material Adsorbed Adsorption
APFO concentration
the soilless control, G
Adsorbed, desorbed, material not coefficient,
X
x/m or Cs
A
D
desorbed, R
K'
WL-'
W
1-ig
l^g/g
%
%
%
0.00 0.05 0.5
5
0
-5.57E-01 -1.40E-01
0
ND
0.896
-1.88E+00 -4.71E-01
-210
ND
9.99
3.50E-02 8.77E-03
0
ND
83
6.96E+00 1.55E+00
7
ND
ND
-5.01E-03
ND
-2.93E-03
ND
2.36E-05
ND
4.04E-04
0.00 0.05 0.5
5
0
0.896 9.99 83
-7.99E-01 7.37E-01 8.68E+00 6.38E+01
-3.77E-01 3.47E-01 4.09E+00 3.01E+01
#VALUE! 82
87 77
#VALUE! -2
12 23
#VALUE!
102 88 77
#VALUE! 4.36E-02 6.91E-02 3.28E-02
0.00 0.05 0.5
5
0
0.896 9.99 83
-3.30E-02 -8.31E-03 #VALUE!
0
1.30E-01 3.26E-02
15
ND
3.45E+00 8.68E-01
35
2
2.26E+01 5.70E+00
27
61
#VALUE! #VALUE!
98 39
#VALUE! 8.61E-04 2.71E-03 1.90E-03
0.00
0
-8.90E-01 -2.40E-01 #VALUE! #VALUE! #VALUE! #VALUE!
0.05
0.896
-3.90E-02 -1.05E-02
-4
#VALUE! #VALUE! -2.10E-04
0.5
9.99
2.38E+00 6.44E-01
24
21
79
1.70E-03
5
83
9.15E+00 2.47E+00
11
#VALUE! #VALUE! 6.75E-04
0.00 0.05 0.5
5
0
0.896 9.99
83
O.OOE+00 O.OOE+00 #VALUE!
ND
2.95E-02 7.48E-03
3
ND
1.30E+00 3.28E-01
13
ND
1.04E+01 2.63E+00
12
ND
ND
#DIV/0!
ND
1.76E-04
ND
7.70E-04
ND
7.26E-04
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TABLE 4 (cont'd)
s .tg,
DuFont EMSE R
Test material East Wood Soil
APFO recovered
Nominal APFO from the soilless
concentration
control, G
X
HgL-'
1-ig
Hg
x/m or Cs fg/g
Material Adsorbed,
A
%
Adsorbed material desorbed,
D
%
Adsorbed material not desorbed,R
%
Adsorpti coefficie
K'
0.00 0.05 0.5
5
0 0.422 10.1 96.8
-1.50E-03 1.86E-01 2.14E+00 1.17E+00
-4.26E-04 6.35E-02 7.93E-01 1.12E+00
#DIV/0! 46
19
-6
#DIV/0!
2 29 162
#DIV/0! 87 39 -315
#DIV/0 5.39E-0 2.00E-0 2.34E-0
Garden Area Soil
0.00 0.05 0.5
5
0 0.422 10.1 96.8
-2.31E-01 -9.15E-02 4.58E+00 2.32E+01
-6.30E-02 -7.15E-03 1.30E+00 7.50E+00
#DIV/0! -18 44
18
-64 -2142
57 51
164 2726
34 9
-5.47E-0 -2.70E-0 4.72E-0 2.04E-0
Upstream Sediment
0 50 500 . 5000
0 0.422 10.1 96.8
O.OOE+00 1.05E-01 1.86E+00 9.52E+00
O.OOE+00 4.25E-02 6.27E-01 3.23E+00
#VALUE!
27 16 3
#VALUE! -11 56 84
#VALUE! 90
17
-82
#VALUE
O.OOE+0 O.OOE+0 7.64E-0
Downstream Sediment
0 50 500 5000
0 0.422 10.1 96.8
O.OOE+00 2.35E-02 9.36E-01 -1.40E+01
O.OOE+00
2. HE-02
4.40E-01 -2.29E+00
#VALUE!
9 7 -23
#VALUE! -81
5 13
#VALUE!
100 34 259
#VALUE 1.15E-0 9.75E-0 -4. HE-0
Sassafrass Soil
0.00 0.05 0.5
5
0 0.422 10.1 96.8
O.OOE+00
1.35E-02 2.17E-01 -8.28E+00
O.OOE+00 1.46E-02 1.19E-01 1.20E+00
#VALUE!
6 0 -17
#VALUE! -44
180 -107
#VALUE!
84 -201 -2450
#VALUE 7.35E-0 2.43E-0 2.24E-0
t ND = Not determined.
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FIGURE 1.
DuPont EMSE R
I. M'-'.
Adsorption isoline ofAPFO onto Sand, Peat moss, Kaolin clay, Montmorillonite clay, and Sassafras
0
1000
2000
3000
4000
5000
Ce, ug C-8 L-1
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DuPont EMSE R FIGURE 2: Adsorption isoline ofAPFO onto East Wood soil, Garden Area soil, Upstream sediment, and downs
0
1000
2000
3000
4000
5000
6000
Ce, ug C-8 L'1
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DuPont EMSE Report No. 053-00
Reference:
1 US EPA. 1998. Fate, transport and transformation test guidelines: OPPTS 835.1220 sediment and soil adsorption/desorption isotherm. United State Environmental Protection Agency Office of Prevention, Pesticides, and Toxic Substances. EPA712-C-98-048. January 1998
2 Olphen, H.V., and J.J. Fripiat (eds.). 1979. Data handbook for clay materials and other nonmetallic minerals Pergamon Press. New York 346 pp.
Ijjl
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