Document ZnVGezNmxx1X9G2VZZrezYmpJ
CECHA EUROPEAN CHEMICALS AGENCY
APPENDICES TO ANNEX XV RESTRICTION REPORT
SUBSTANCE NAME(S): Per- and polyfluoroalkyl substances (PFASs) in firefighting foams
CONTACT DETAILS OF THE DOSSIER SUBMITTER: European Chemicals Agency (ECHA) Telakkakatu 6, PO BOX 400, FI-00121, Helsinki, Finland
VERSION NUMBER: 2.0 DATE: 23 March 2022
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
CONTENTS
Appendix 1. Stakeholders survey on techniques to clean equipment
1
1.1. "Non cleaning"
1
1.1.1. Background
1
1.1.2. Replacement Procedure
1
1.1.3. Remaining PFAS concentrations
1
1.1.4. Costs
1
1.1.5. Additional information and available case studies
1
1.2. Cleaning procedure by BIOEX
2
1.2.1. Background
2
1.2.2. Cleaning Procedure
2
1.2.3. Remaining PFAS concentrations
2
1.2.4. Costs
2
1.2.5. Additional information and available case studies
2
1.3. V171 by Arcadis
3
1.3.1. Background
3
1.3.2. Cleaning Procedure
3
1.3.3. Remaining PFAS concentrations
4
1.3.4. Costs
4
1.3.5. Additional information and available case studies
4
1.4. Cleaning procedure with PerfluorAd by Cornelsen
5
1.4.1. Background
5
1.4.2. Cleaning Procedure
5
1.4.3. Remaining PFAS concentrations
6
1.4.4. Costs
7
1.4.5. Additional information and available case studies
7
1.5. Cleaning protocol by the Bavarian State Ministry for the Environment and Consumer
Protection (LfU)
8
1.5.1. Background
8
1.5.2. Cleaning Procedure
8
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1.5.3. Remaining PFAS concentrations
9
1.5.4. Costs
9
1.5.5. Additional information and available case studies
9
1.6. Cleaning protocol by Fire Rescue Victoria (FRV) - Appliance PFAS Decontamination
Project
9
1.6.1. Background
10
1.6.2. Cleaning Procedure
10
1.6.3. Remaining PFAS concentrations
12
1.6.4. Costs
13
1.6.5. Additional information and available case studies
13
1.7. Cleaning protocol by FPA Australia
13
1.7.1. Background
13
1.7.2. Cleaning Procedure
13
1.7.3. Remaining PFAS concentrations
14
1.7.4. Costs
14
1.7.5. Additional information and available case studies
14
1.8. Cleaning protocol by the Australian DoD
14
1.8.1. Background
14
1.8.2. Cleaning Procedure
15
1.8.3. Remaining PFAS concentrations
16
1.8.4. Costs
16
1.8.5. Additional information and available case studies
16
1.9. Cleaning protocol by the German industrial plants fire brigades association
(Werkfeuerwehrverband Deutschland - WFVD)
16
1.9.1. Background
16
1.9.2. Cleaning Procedure
17
1.9.3. Remaining PFAS concentrations
17
1.9.4. Costs
18
1.9.5. Additional information and available case studies
19
Appendix 2. Techniques for disposal of firefighting foam concentrates
20
2.1. Physical destruction - Incineration in Hazardous Waste Incineration plants
21
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2.2. Physical destruction - Incineration in cement kilns
26
2.3. Conclusion on the disposal techniques for PFAS-containing firefighting foam
concentrates
29
Appendix 3. Disposal of PFAS-contaminated fire run off and equipment cleaning water 31
3.1. Background
31
3.2. Non-destructive method: Granular activated carbon (GAC) treatment
35
3.3. Non-destructive method: Ion exchange (IX)
38
3.4. Non-destructive method: Precipitation - PerfluorAd
40
3.5. Non-destructive method: foam fractionation and ozofractionation
44
3.6. Destructive approaches: incineration
47
3.7. Conclusion on the disposal techniques of PFAS-contaminated fire run off and
equipment cleaning water
47
Appendix 4. Detailed foam transition timescales (from industry) (source: Wood 2020) 49
Appendix 5. List of international standards for firefighting foam performance (from Wood et
al. 2020)
55
Appendix 6. List of alternative firefighting foam products available on the EU market, as
identified by Wood et al. 2020 in the consultation responses
62
Appendix 7. RO 4: description of the derogation mechanism as suggested by Eurofeu
67
7.1. Description of the process to grant a permit for use of fluorine containing firefighting
foam agents
67
7.2. Benefits
67
Appendix 8. Details of the calculations used in the emissions model and results obtained 69
8.1. Calculation descriptions
69
8.1.1. Simulation of the baseline scenario
69
8.1.2. Formulation of the firefighting foam concentrate
70
8.1.3. Stock
71
8.1.4. Use phase - incidents and training
74
8.1.5. Waste treatment
75
8.1.6. Emissions to soil, surface water, air and sea
77
8.2. RO1: Ban on the placing on the market, use allowed
77
8.2.1. RMMs for training, testing and incidents
78
8.3. RO2: Ban on the placing on the market and use
79
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8.4. RO3: same as RO2 but considering emissions from the formulation for export
79
8.5. RO4: same as RO2 but with progressive decline of oil/chemical and defence uses 80
8.6. RO5: uses banned unless releases fully contained and adequately treated
80
8.7. Emissions results
81
8.7.1. Baseline scenario
81
8.7.2. RO1: Ban on the placing on the market
81
8.7.2.1. Emission patterns
81
8.7.2.2. Sensitivity analysis
86
Scenario with risk management measures
86
Scenario without risk management measures
88
8.7.3. RO2: Ban on the placing on the market and use
91
8.7.3.1. Emission patterns
91
8.7.3.2. Sensitivity analysis
93
8.7.4. RO 3: Ban on the placing on the market, use and export
95
8.7.4.1. Emission patterns
95
8.7.4.2. Sensitivity analysis
96
8.8. RO 4: Ban on the placing on the market and use, with permit system for Seveso and
defense sites
98
8.8.1. Emission patterns
98
8.8.2. Sensitivity analysis
102
8.9. RO 5: Ban on the placing on the market and use, unless full containment in place104
8.9.1. Emission pattern
104
8.9.2. Sensitivity analysis
105
8.10. Cumulative emissions per use/sector under the five ROs
107
8.10.1. Cumulative emissions for the five ROs with RMMs
107
8.10.2. Cumulative emissions for the five ROs without RMMs
108
Appendix 9. Sensitivity calculations for and time profile of costs
110
9.1. RO1: Ban on the placing on the market, use allowed
110
Sensitivity analysis
110
9.2. RO2: Ban on the placing on the market and use
116
Sensitivity analysis 9.3. RO3: same as RO2 but considering ban on exports
116 121
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Sensitivity analysis
121
9.4. RO 4: Ban on the placing on the market and use, with permit system for Seveso and
defence sites
121
Sensitivity analysis
121
9.5. RO 5: Ban on the placing on the market and use, unless full containment in place123
Sensitivity analysis
123
Appendix 10. Measured levels in environmental compartments
126
10.1. Introduction
126
10.2. Distribution and mobility in water and soil
126
10.2.1. Occurrence of PFASs in Groundwater, freshwater and marine water
127
10.2.2. Suspended particulate matter
141
10.2.3. Occurrence of PFASs in Soil
142
10.2.4. Ambient concentrations in soil
147
10.2.5. Contaminated sites
147
10.2.6. Soil as a global reservoir
150
10.2.7. Drinking water concentrations
150
10.2.8. Conclusion
159
10.3. Sewage treatment plant
159
10.3.1. Wastewater influents and effluents
159
10.3.2. Sewage sludge
201
10.4. Concentrations in biota
207
10.5. Concentrations in plants
211
10.6. Measured levels indicating potential for Ion-range transport
217
10.6.1. Air/atmosphere
221
10.6.2. Water
223
10.6.3. Freshwater
226
10.6.4. Snow and ice
226
10.6.5. Biota
228
10.6.6. Screening of PFASs in Nordic countries and the Arctic
233
10.6.7. Conclusion
234
10.7. Time trends
235
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10.8. Monitoring data on specific PFAS groups
240
10.8.1. SC-PFCAs, SC-PFSAs and C7-PFCA
240
10.8.2. Cyclic PFAAs
241
10.8.3. Ultra-short (C2-C3) PFCAs and PFSAs
242
10.8.4. PFPAs
243
10.8.5. PFECAs and PFESAs
243
References
245
TABLES
Table 1. PFAS residual thresholds (taken from (Fire-Rescue-Victoria, 2021))
13
Table 2. Comparison between incineration techniques for PFAS-based firefighting foams in
hazardous waste incinerators (HWI) and cement kilns
30
Table 3. Interdependence between annual usage rate and corresponding stock assumed 73
Table 4. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best
estimates) for RO1 varying one input parameter at the time, compared to the baseline
scenario best estimate
86
Table 5. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best
estimates) for RO1 varying one input parameter at the time, compared to the baseline
scenario best estimate
88
Table 6. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best
estimates) for RO2 with RMM varying one input parameter at the time
94
Table 7. Sensitivity analysis for RO3 assuming continued export: avoided PFAS emissions compared to the baseline (best estimates) varying one input parameter at the time .. 97
Table 8. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best
estimates) for RO4 with RMM varying one input parameter at the time
103
Table 9. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best
estimates) for RO5 with RMM varying one input parameter at the time
106
Table 10. cumulative emissions of PFASs over 30 years under the BEST scenario for the five
ROs with RMMs
107
Table 11. cumulative emissions of PFASs over 30 years under the LOW scenario for the five
ROs with RMMs
107
Table 12. cumulative emissions of PFASs over 30 years under the HIGH scenario for the five
ROs with RMMs
108
Table 13. cumulative emissions of PFASs over 30 years under the BEST scenario for the five
ROs without RMMs
108
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Table 14. Cumulative emissions of PFASs over 30 years under the LOW scenario for the five
ROs without RMMs
108
Table 15. Cumulative emissions of PFASs over 30 years under the HIGH scenario for the five
ROs without RMMs
109
Table 16: Sensitivity analysis of costs (net present values) for RO1 (ban on the placing on
the market, with low, best and high estimates) with RMM.
111
Table 17: Sensitivity analysis of costs (net present values) for RO2 (ban on the placing on
the market, with low, best and high estimates) with RMM.
117
Table 18: Sensitivity analysis of costs (net present values) for RO5 (ban on the placing on
the market, with low, best and high estimates) with RMM.
124
Table 19. Collection* of PFAS levels of PFASs detected in groundwater.
128
Table 20. Collection of the levels detected in surface waters.
132
Table 21. Collection of the levels detected in soil.
143
Table 22. Collection* of the PFAS levels detected in drinking water/tap water and bottled
drinking water.
151
Table 23. Collection of the levels detected in wastewater influents
161
Table 24. Collection of the levels detected in wastewater effluents.
183
Table 25. Collection of the levels detected in sewage sludge.
201
Table 26. Concentrations of PFASs in different plants species taken from contaminated sites
(reviewed by Li et al. 2022)
213
Table 27. Collection of the levels detected in different matrices and biota in remote areas. 218
FIGURES
Figure 1. Sum of PFAS concentrations during decontamination of AFFF-Impacted sewer
system and of a 20-m3 concentrate tank.
4
Figure 2. Schematic overview on the three individual steps of the cleaning procedure are
shown schematically. The cleaning of stationary equipment is shown at the left and the
cleaning of fire brigade machines is shown at the right (no illustration available for the
first step).
6
Figure 3. Results of the Cleaning of Fire Trucks using PerfluorAd.
7
Figure 4. The Decontamination Process - in pictures (taken from ((Fire-Rescue-Victoria,
2021)))
11
Figure 5. Achieved PFAS levels after decontamination according to the protocol by FVR,
before (blue) and after (red) (taken from (Fire-Rescue-Victoria, 2021)).
12
Figure 6. Overview on the Aircraft Rescue & Firefighting (ARFF) foam transition project
(DoD-AUS, 2020a)
15
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Figure 7. Cleaning procedure phases in accordance to the Queensland DoD (DoD-AUS,
2020c)
16
Figure 8. PFAS Analysis of rinsing water from apparatus "TMB" from step 4 of tank cleaning
procedure (note, that the detection limit is lower as this is an analysis for PFASs in
water as opposed to PFASs in foam concentrate in other figures)
18
Figure 9. PFAS Analysis of rinsing water from apparatus "PTLF II" from step 4 of tank
cleaning procedure (Note 1: The detection limit is lower as this is an analysis for PFASs
in water as opposed to PFASs in foam concentrate in other figures. Note 2: This
apparatus is also referred to as "TroTSLF 2" or "PTLF 2")
18
Figure 10. Estimated costs for the cleaning of a 1 m3 foam concentrate tank with the
described cleaning procedure
19
Figure 11. The hazardous waste incinerator process taken from Eurits homepage
23
Figure 12. Availability of HWI across the EU taken from Eurits homepage
25
Figure 13. PFAS treatment technologies for water, ranged according to their practicality
(taken from (UBA, 2020), green box added)
32
Figure 14. Conceptual impact of volume on the relevance of currently available non-
destructive and destructive treatment approaches for PFAS contaminated water (taken
from (Horst et al., 2020))
32
Figure 15. Outline of the entry of firefighting water into the subsurface if no retention
facilities are available taken from (Cornelsen, 2021)
34
Figure 16. On the left, a representation of a soil excavation after successful infiltration of
extinguishing water into the subsoil. On the right the pump and treat procedure is
shown (Cornelsen, 2021)
34
Figure 17. PFAS flow diagram for adsorption filtration with IEX /taken from (Concawe,
2020)).
39
Figure 18. Schematic overview of an Activated Carbon Plant (GAC) with PerfluorAd Pre-
treatment Stage (taken from Cornelsen)
41
Figure 19. The interaction between the PFAS molecule (below shown for the example of 6:2
FTS) and the added cation (taken from Maga et al 2021)
42
Figure 20. Elimination rates for different parameters [%] at an optimal dosing rate of 2.0 g/l
PerfluorAd applied on a 1% AFFF premix (taken from (Cornelsen 2021))
42
Figure 21. Illustrative Concept of foam fractionation (taken from (UBA, 2020))
44
Figure 22. Ozofractionation process concept (taken from (UBA, 2020)).
45
Figure 23. Material flow diagram showing the connection between the different life cycles
stages formulation, in-use, stock and waste treatment for PFASs in firefighting foams in
the baseline scenario.
69
Figure 24. Material flow diagram for the formulation phase
71
Figure 25. Material flow diagram for the for the life cycle stage Stock
72
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Figure 26. Material flow diagram for the life cycle stages training and incidents under the
baseline scenario
74
Figure 27. Material flow diagram for the waste treatment phase under the baseline scenario. 76
Figure 28. Material flow diagram for the life cycle stages training and incidents, including
RMMs as foreseen in the ROs.
79
Figure 29. Cumulative emission to soil, air and surface water (t PFASs) with and without
RMM for chemical / petrochemical Seveso ("Best scenario")
82
Figure 30. Cumulative emission to soil, air and surface water (t PFASs) with and without
RMM for training and testing ("Best scenario").
84
Figure 31. Total yearly emission (t PFASs) with and without RMM for chemical Seveso
incidents and training and testing ("Best" estimate scenario).
85
Figure 32. Cumulative emission to soil, air and surface water (t PFASs) with and without
RMM for chemical / petrochemical Seveso incidents ("Best scenario").
92
Figure 33. Total yearly emissions (t PFASs) with and without RMM for chemical Seveso
incidents and training and testing (RO2, "Best" estimate scenario).
93
Figure 34. Cumulative total emission (t PFASs) for scenario RO3 with and without RMM (all
sectors, "Best" estimate scenario), considering continued export after the transitional
periods.
96
Figure 35. Total yearly emission (t PFASs) with and without RMM for chemical Seveso and
military incidents (RO4, "Best" estimate scenario)
99
Figure 36. Cumulative emissions by environmental compartments for the
chemical/petrochemical Seveso sector, with and without RMMs (RO4, "Best" estimate
scenario)
100
Figure 37. Cumulative emissions by environmental compartments for the defence sector,
with and without RMMs (RO4, "Best" estimate scenario)
101
Figure 38. cumulative emissions for Seveso sector to soil, water and air under RO5 with and
without RMMs.
105
Figure 39: Cumulative costs of each cost category for scenario RO1 (all sectors, "Best"
estimate scenario, without discounting).
115
Figure 40: Cumulative costs of each cost category for scenario RO2 (all sectors, "Best"
estimate scenario, without discounting).
120
Figure 41: Cumulative costs of each cost category for scenario RO4 (all sectors, "Best"
estimate scenario, without discounting).
122
Figure 42: Cumulative costs of each cost category for scenario RO5 (all sectors, "Best"
estimate scenario, without discounting).
125
Figure 43. Differences in PFCA and PFSA levels in the main German rivers and important tributaries (Danube, Elbe, Mulde, Rhine, Saale, Saar) in suspended particulate matter
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
(2005-2019) taken from Gockener et al. (2022)). Samples were analysed by classical
target analysis (red) and direct Total Oxidizable Precursor (dTOP) Assay (blue). Spatial
analysis took variations in sampling year (see Figure 51) and total organic carbon
content into account. The red circle indicates an outlier
142
Figure 44. Composition of PFAAs in livers of apex predators from Europe (2015-2018) taken
from Androulakakis et al. (2022)) and Badry et al. (2022)). Terrestrial species:
Common buzzard (Buteo buteo). Freshwater species: Eurasian Otter (Lutra lutra).
Marine species: Grey seal (Halichoerus grypus), Harbour seal (Phoca vitulina), harbour
porpoise (Phocoena phocoena). Mixed food web feeder: White-tailed eagle (Haliaeetus
albicilla). All samples have been analysed by the same laboratory (University of
Athens)
208
Figure 45. Boxplot of PFOS concentrations in livers of apex predators from central Europe presented in Figure 44. Freshwater species: Eurasian otter (Lutra lutra). Marine species: Grey seal (Halichoerus grypus) from SE, Harbour seal (Phoca vitulina) from DE, NL, SE. Terrestrial species: Common buzzard (Buteo buteo) from DE, NL, UK. Mixed food web feeder: White-tailed eagle (Haliaeetus albicilla) from DE. All samples have been analysed by the same laboratory (University of Athens). The lower and upper hinges of the box correspond to the 25th and 75th percentile. The upper/lower whisker extends from the hinge to the largest/smallest value no further than 1.5* interquartile range from the hinge. Data points beyond are plotted individually by black dots. 209
Figure 46. Boxplot of PFOS concentrations in pooled muscle samples of non-predatory fish
species from Europe (Androulakakis et al., 2022). Freshwater species: Bream
(Abrahmis brama) from DE NL, Roach (Rutilus rutilus). Marine species: Eelpout
(Zoarces viviparus), Herring (Clupea harengus). All samples have been analysed in the
same laboratory (University of Athens). The lower and upper hinges of the box
correspond to the 25th and 75th percentile. The upper/lower whisker extends from the
hinge to the largest/smallest value no further than 1.5*interquartile range from the
hinge. Data points beyond are plotted individually by black dots.
210
Figure 47. Box and whisker plots of PFAS concentrations for A) PFAS groups, ZFTOHs,
ZFTAs, ZFOSAs, ZFOSEs, ZPFCAs and ZPFSAs and B) individual PFSAs and PFCAs in air
(sum of particle and gas phases) measured in the Canadian Arctic from the Amundsen
icebreaker (2010-11) reviewed by Muir et al. (2019). Boxes correspond to the
interquartile range (25th and 75th percentiles), whiskers to the 5th and 95th
percentiles. 2010 FOSAs and FOSEs are excluded owing to contamination in 2010 by
MeFOSA and MeFOSEs.
223
Figure 48. Average concentrations (pg/L) of C6-C10 PFCAs in Arctic seawater based on 9 in
studies reviewed by Muir et al. 2019.
225
Figure 49. Concentrations and patterns of a large suite of PFASs in ringed seal liver from
northern Canada and east and west Greenland (na = not analyzed). Based on data from
Muir et al. (2019, 2015) and Gebbink et al. (2012).
229
Figure 50. Concentrations and patterns of C6-C16-PFCAs in liver of common eider (Sklinna,
Rost, Norway), herring gull and shag (Sklinna, Rost, Norway), thick-billed murre and
northern fulmar (Prince Leopold Island, Lancaster Sound, Nunavut) and in plasma of
black-legged kittiwakes (Kongsfjorden, Svalbard). Results from Norway are from (Huber
et al., 2015, Tartu et al., 2014) and for Nunavut from Braune et al. (Braune et al.,
2014b)
231
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Figure 51. Time trends in percent per year in suspended particulate matter (2005-2019)
sampled in the main German rivers and important tributaries (Danube, Elbe, Mulde,
Rhine, Saale, Saar) taken from Gockener et al. (2022)). Samples were analysed by
classical target analysis (red) and direct Total Oxidizable Precursor (dTOP) Assay (blue).
Trend analysis took variations in river system and total organic carbon content into
account. n.s = non-significant trend. The red circle indicates an outlier.
236
Figure 52. Time trends of trifluoroacetic acid (TFA) in leaves [g g-1 dry weight] of the
European beech (Fagus sylvatica) from four locations in Germany (taken from Freeling
and Scheurer (2021)))
238
Figure 53. Time trend of HFC-134a (+5.19 ppt per year) in air sampled at the Zeppelin
station in Svalbard between 2001-2020 in ppt (taken from NILU (2021))).
239
EQUATIONS
Equation 1
70
Equation 2
70
Equation 3
70
Equation 4
70
Equation 5
71
Equation 6
71
Equation 7
71
Equation 8
71
Equation 9
72
Equation 10
73
Equation 11
73
Equation 12
73
Equation 13
74
Equation 14
74
Equation 15
74
Equation 16
75
Equation 17
75
Equation 18
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Equation 19
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Equation 20
76
Equation 21
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Equation 22
76
Equation 23
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Equation 24
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Equation 25
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Equation 26
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Equation 27
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Equation 28
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Equation 29
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Equation 30
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Equation 31
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Equation 32
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Equation 33
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Equation 34
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Equation 35
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Appendix 1. Stakeholders survey on techniques to clean equipment
1.1. "Non cleaning"
There seems to be no official guideline that lays out the practical details the transition from PFAS-based foam to fluorine free foam, describing for example cleaning procedures and accepted remaining levels. Thus, companies and fire brigades have been developed their own replacement strategy. Based on the input of stakeholder this included, in comparison to "cleaning techniques", no washing steps with water.
1.1.1. Background
One stakeholder from Germany shared their experiences after transition from C8-based foam (3M Lightwater which is supposed to be based on PFOS) to C6-based foam without a cleaning procedure. After the replacement, the C6-based foam was tested for its PFAS content and high concentration of PFOS were found.
In the end this observation led to the development of a cleaning procedure specialized on foam concentrate tank located at industrial fire brigades. This procedure is explained in detail in section 1.9.
Also, another stakeholder from Norway stated that when a first round of replacement of PFASs to non-fluorine foam took place, no official cleaning protocol has been used. The PFAS-foam was simply drained and new foam (fluorine free) was filled in. However, follow-up measurements then showed that PFASs were still detectable.
1.1.2. Replacement Procedure
According to one stakeholder, the PFAS-foam was simply drained and new foam (fluorine free) was filled in. No more information available (Equinor-Ystanes-Interview, 2021).
1.1.3. Remaining PFAS concentrations
Legacy C8-contamination levels as measured by the PFOS-concentration are reported to be 28.000 pg/kg(which is higher than the threshold of 10 000 pg/kg according to the POPregulation (10 ppm)). The stakeholder from Norway used a limit is 0,001 % (10 ppm) PFASs and had to refill tanks twice in a couple of cases to get below this limit.
1.1.4. Costs
No information on costs of the actual replacement strategy is available. Secondary costs are due to the incineration of the replaced foam.
As highlighted above, both stakeholders have been faced with contamination of the new foams with legacy PFAS-substances (like PFOS). Based on this contamination both stakeholders decided to develop cleaning strategies and had to start the process again.
1.1.5. Additional information and available case studies
See above.
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1.2. Cleaning procedure by BIOEX
According to their homepagel, BIOEX launched 2002 the first fluorine-free Foam on the market: ECOPOL. The BIOEX customer support services provide customer assistance in case of urgent need of foam concentrate, foam sample analysis and testing. BIOEX provides a foam calculation tool defining foam concentrate needs. BIOEX also supports companies in their transition to Fluorine-Free Foam (F3).
1.2.1. Background
According to the BIOEX homepage, BIOEX F3 foams are compatible with existing proportioning equipment. We must define appropriate foam application rate and discharge duration. It may induce minor system modifications.
1.2.2. Cleaning Procedure
PFAS cleanout with replacement costs and time. BIOEX recommends the following cleanout protocol, in case downstream users don't want to replace pump and storage tank:
1. Drain all foam from tank 2. Flush tank and pipes with hot water and scrub where possible 3. Rinse water analysis at lab to confirm PFAS cleanout 4. F3 Foam replacement: tank refilling with F3 5. Test/commissioning with the concentrate: the finished foam quality is highly
dependent on the hardware (foam proportioning system, distribution system and discharge device) 6. Fluorinated foam disposal
Based on this protocol and the fact that the disposal of the cleaning water is not discussed, it can be assumed that water stemming from the cleaning itself are not disposed as hazardous waste.
1.2.3. Remaining PFAS concentrations
There is no information available on remaining PFAS concentrations.
1.2.4. Costs
There is no information available on costs for this technique.
1.2.5. Additional information and available case studies
There is no information available on available case studies.
1 See https://www.bio-ex.com/en/our-services/transition-to-fluorine-free-foam, last accessed at 05th February 2021
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
1.3. V171 by Arcadis
1.3.1. Background
According to the JOIFF-article (authored by Ian Ross and Peter Storch from Arcadis), decontamination of firefighting and fire suppression equipment is essential to limit carryover of PFASs from old foam usage. Triple rinse with water is not sufficient and leads to a significant volume of decontamination water that requires treatment. Arcadis recommends using specialized biodegradable cleaning agents such as V171 to effectively remove PFAS residuals from fire suppression systems to limit future liabilities and cost associated with PFASs contaminating F3 foams as a result of inadequate decontamination (JOIFFF, 2020).
Arcadis has developed methods for PFAS decontamination of piping and tank systems including the use of a proprietary biodegradable cleaning agent, V171. These methods and the cleaning agent have been successfully applied in foam transition projects to remove PFASs from steel and PVC piping systems, stainless-steel concentrate tanks, and underground wastewater tanks (JOIFFF, 2020). Also application in foam suppression systems, emergency response vehicles, and concrete sewer distribution systems are described (Anderson, 2021).
In Appendix 3.5 the technical performance and other details of this technique is described. The following information concentrate on the actual cleaning procedure.
1.3.2. Cleaning Procedure
The initial PFAS cleanout project in 2017 used a sequential series of aqueous rinses, high pH flushes and application of the cleaning agent as shown in Figure 1 presenting the sum of PFASs (28) TOP Assay results. The results demonstrated that water and high pH are ineffective for removal of PFASs from surfaces, as demonstrated by the relatively low concentrations of PFASs measured in these flush solutions. The elevated concentration in the cleaning agent demonstrated significantly greater PFAS mass removal even after multiple flushes of water and caustic solution.
Further work to clean PFASs out of a 20 m3 foam concentrate tank was conducted, and results are presented in Figure 1. This application demonstrated that soaking with the cleaning agent, followed by high-pressure washing can be effective. The importance of using TOP assay for analysis of PFASs was revealed.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Sum PFAS Concentrations During Decontamination of Sewer
so
45 -*t* 40
co 35 r`a 30
25 a. 20
-6 1S
E 10 inx, 5
0
49.72
3.66
IN
First Water Flush
3.4
Caustic Flush
1-.52 0.06
Second Cleaning Final
Water Agent Water
Flush
Flush
Decontamination of an AFFF Storage Tank
350
326
300
250 go-
2CO
Pre-TOP
(Method 537) Post-TOP
150
5 100
4z^ 50 2.5 I
3.8
0.1 4
Cleaning
High Water Rinse
Reagent Soak Pressure
Water Wash
Figure 1. Sum of PFAS concentrations during decontamination of AFFF-Impacted sewer system and of a 20-m3 concentrate tank. 1.3.3. Remaining PFAS concentrations
As shown above in the diagrams of Figure 1, the final water flush/rinse contained around 0.1 pg/I PFASs as measured for the sum of 28 PFASs (according to TOP 4 pg/I).
1.3.4. Costs
There is no information available on costs for this technique.
1.3.5. Additional information and available case studies
Available case studies has been already discussed in Appendix 3.5 under "Additional information and available case studies".
In addition, Arcadis claims that the technique has been successfully applied in foam transition projects to remove PFASs from steel and PVC piping systems, stainless-steel concentrate tanks, and underground wastewater tanks (JOIFFF, 2020). Also application in foam suppression systems, emergency response vehicles, and concrete sewer distribution systems are described (Anderson, 2021). For these projects, no documentation has been found via desktop search.
One ongoing study for the DoD focuses on Fire Suppression Systems:
US-Department of Defense (DoD) concerning the "Demonstration and Validation of Environmentally Sustainable Methods to Effectively Remove PFASs from Fire Suppression Systems"2.
2 See: https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/ER20-5364
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
1.4. Cleaning procedure with PerfluorAd by Cornelsen
1.4.1. Background
Detailed information on the background of this technique is provided in Appendix 3.4
1.4.2. Cleaning Procedure
Cleaning of PFAS Contaminated firefighting trucks and equipment as well as stationary fire extinguishing systems in the transition process from AFFF foams to fluorine-free foams with Cornelsen's PerfluorAd Technology is executed in 3 Steps (Cornelsen, 2021):
1. Complete and careful emptying of all system components (possibly even with partial replacement of components): pipes, hose lines, seals, valves, pumps, fittings, tanks including partitions and hidden areas, ...
2. Performing a flushing of all individual pipelines with a PerfluorAd dilution. The last flushing is carried out with fresh Water. The visually recognizable foam formation serves as an indicator for the degree of cleaning.
3. Treatment of the collected rinse water directly on site with a further PerfluorAd application. Off-site disposal of rinse water does not take place. The PFAS content of the rinse water can already be significantly reduced when using the PerfluorAd technology exclusively.
The steps are identical for the cleaning of equipment of fire brigades and for stationary fire extinguishing systems. In Figure 2 the three individual steps of the cleaning procedure are shown schematically. The cleaning of stationary equipment is shown at the left and the cleaning of fire brigade machines is shown at the right (no illustration available for the first step).
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
A
A
-
boomftftwftm --6) - -
ft..
ft.lhoftAd
PerfluorAd
11
\./
Figure 2. Schematic overview on the three individual steps of the cleaning procedure are shown schematically. The cleaning of stationary equipment is shown at the left and the cleaning of fire brigade machines is shown at the right (no illustration available for the first step). 1.4.3. Remaining PFAS concentrations
According to Cornelsen, the achievable PFAS residual concentrations in the system depend on several factors:
Degree of emptying of the entire system (do PFASs deposits still remain in the system after emptying has been completed?)
Materials present in the system (plastic, GFK, rubber, ...) Are all components accessible for mechanical cleaning (steam jet, brush, ...) or can
adhesions remain in places that cannot be seen? What is the effort involved in replacing "critical components" (e.g. are all seals and
plastic parts replaced before cleaning?) If complete emptying is possible and subsequent "bleeding" of PFASs from individual
components is impossible, and at least 3 (better 5) rinses with a PerfluorAd dilution
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
and a final rinse with fresh water are performed (depending on the boundary conditions described before, flushing water volumes of >15 to <30 m3/vehicle are often required in practice),
Considering all of these factors, using the PerfluorAd technology final residual concentration (measured in the final rinse with fresh water) of less than 1.0 g/I total PFASs, very often less than 0.3 pg/I to 0.0 pg/I can be achieved (see Figure 3).
797,16 731,47
100,00
total PFAS Elimination rate total PFAS [To]
8C0 600 400 200
0
4.49
74,47 478,
508, 60,2
10
Ie 11
n6b,1_a. VVeVItilenno.1e
,,
Vehicle no
,,
Vehicle no
Vehicle no. 7
0,6}. Vehicle no. 6
0,22.. Vehicle no. S
0,24or Vehicle no. 4
0,2140 Vehicle no. 3
0,39a,
Vehicle no. 2
a. Vehicle no 1
99,00 98,0O 97,00 96,00 9300
Figure 3. Results of the Cleaning of Fire Trucks using PerfluorAd.
Vehide no. 1 Vehide no. 2 Vehide no. 3 Vehide no. 4 Vehide no. 5 Vehide no 6 Vehide no 7 Vehide no. 8 Vehide no. 9 Vehicle no. 10 Vehide no. 11
1.4.4. Costs
According to Cornelsen, several parameters affect the price such as the size, type or age of the vehicle, if disposal of the AFFF concentrate needs to be performed, the place of cleaning (on-site or off-site). Depending on these boundary conditions, the costs are usually between 20 000-25 000 Euro/vehicle. These figures include the treatment of all rinsing water and all disposal costs (Cornelsen-Interview, 2021).
1.4.5. Additional information and available case studies
A typical PerfluorAd application is the cleaning of fire brigade trucks. For this, Cornelsen GmbH is accredited by a German environmental authority. The process takes approx. one working week (Monday to Friday). However, a longer time is needed if components need to be replaced. Cornelsen GmbH provides the equipment and needed personnel.
In large fire extinguishing systems, a replacement of critical components (plastics, etc.) is advisable to remove PFAS-substances and to prevent future "bleeding" of PFASsubstances.
The state of North Rhine-Westphalia has funded the production of a mobile extinguishing water treatment plant (MLB) using the PerfluorAd process, mobilizable at short notice, i.e. transported to the site of the fire, so that the collected PFAS-contaminated firefighting water can be purified directly on site. With the approval of the responsible authority, the cleaned water is discharged into the sewer system. Alternatively, the MLB can also be used directly at sites with the consent of the responsible authority. The MLB can also be used directly at locations where collected extinguishing water is temporarily buffered, e.g. at waste disposal companies, sewage treatment plants, etc. The operation of the MLB and the cleaning process of the collected extinguishing waters are carried out by Cornelsen as services.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
1.5. Cleaning protocol by the Bavarian State Ministry for the Environment and Consumer Protection (LfU)
1.5.1. Background
The Bavarian State Ministry of the Interior, Sports and Integration and the Bavarian State Ministry for the Environment and Consumer Protection in cooperation with state fire department schools, working group of professional fire departments, state fire department association, plant fire brigade association, Bavarian insurance chamber and VdS Loss Prevention GmbH published a document about the environmentally friendly use of firefighting foams in September 2019 (LFV-Bayern, 2019).
Topics are environmental relevance of foam extinguishing agents, distinguishing between fluorine-containing and fluorine-free foam extinguishing agents, the evaluation of the environmental compatibility of foam agents, as the basics of extinguishing foam, procurement, use and disposal.
Below, a summary of the cleaning instructions of equipment when replacing fluorinecontaining with fluorine-free foam extinguishing agents from this guidance is provided. The main goal, as described in the guideline is to prevent contamination of fluorine-free foam concentrate with PFASs.
In general, the guideline recommends not to reuse used foam concentrate canisters and intermediate bulk containers (IBCs) that contained fluorosurfactant foam concentrate. Furthermore, in the case of smaller tanks and IBCs, the guideline states that disposal might be more efficient compared to a time-consuming cleaning procedure. Permanently-installed foam concentrate tanks in vehicles must be thoroughly cleaned before refilling with fluorosurfactant-free foam concentrate.
Ramboll interviewed Dr. Michael Gierig from LfU to collect further information.
1.5.2. Cleaning Procedure
Good cleaning results can be achieved with stainless steel tanks and tanks made of polyethylene or glass-fiber reinforced plastic (GRP), on condition that the tank cleaning is carried out very carefully.
In detail, the LfU-GL is recommending the following cleaning procedure for stainless steel tanks, GRP and polyethylene tanks:
1. Complete draining of the foam concentrate (dispose of foam concentrate) 2. Remove foam concentrate residues mechanically and by rinsing with hot (50-60 C)
water. All pipes and fittings carrying foam concentrate must also be rinsed during this process. The rinsing process is sufficient when the draining water no longer foams. The flushing water must be disposed of3.
3 Referring to the Lfu-guideline foaming agents containing fluorine surfactants must be disposed of by suitable disposal companies (German waste code number usually 16 10 01* = aqueous liquid waste containing hazardous substances). Certified disposal companies can be researched at www.lfu.bayern.de/a bfaIl/entsorgerfachbetriebe/recherche/index.htnn .
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
3. The tank, the lines and fittings carrying the foaming agent must be completely filled with water that is as hot as possible. The water must remain in the tank for at least 24 hours. After that, the water must be completely drained and disposed of.
4. The tank, the pipes carrying the foaming agent and the fittings must be completely filled with hot water three more times. The water must remain in the tank for at least 24 hours each time. The rinsing water from these rinsing processes can - if careful procedures are followed - be discharged via the sewage system into the sewage treatment plant.
1.5.3. Remaining PFAS concentrations
According to stakeholder knowledge, the effectiveness of the cleaning is monitored by measurements. A foam concentrate tank can then be released for further use if sufficient cleaning success is guaranteed. As a rule, concentrations below 10 ng/l of each of the 13 standard PFASs4 can be achieved with the cleaning procedure described in the guide and, if necessary, replacement of all accessible seals (LfU-Gierig-Interview, 2021).
The stakeholder reported, that usually < 10 ng/l, i.e. 10 ppt, related to foam concentrate tanks in fire engines are achievable. LfU does not have any figures for stationary extinguishing systems. LfU also sometimes accepts cleaning efficiencies the range of 100 ng, when special circumstances are to be considered (PFAS-emitting gaskets cannot be replaced).
1.5.4. Costs
Costs are available for tank fire engines. Costs are approx. 100 000 - 200 000 per engine, when a permanently installed foam concentrate tank is cleaned before refilling with fluorosurfactant-free foam concentrate.
1.5.5. Additional information and available case studies
According to stakeholder knowledge, the Munich Fire Department has cleaned its permanently installed foam concentrate tanks according to this guideline. Likewise, other fire departments in Bavaria are likely to have successfully cleaned their foam concentrate tanks according to this procedure (LfU-Gierig-Interview, 2021).
1.6. Cleaning protocol by Fire Rescue Victoria (FRV) - Appliance PFAS Decontamination Project
In Australia, Fire Rescue Victoria and the United Firefighters Union developed a decontamination procedure for appliances (fire trucks). FRV have assisted several other emergency service agencies, to either advise or provide similar decontamination processes for their respective firefighting appliances. FRV are considered national leaders in the successful implementation of measurable PFAS mitigation work.
4 Measurements based on DIN 38414-14 the German standard methods for the examination of water, waste water and sludge - Sludge and sediments (group S) - Part 14: Determination of selected polyfluorinated compounds (PFC) in sludge, compost and soil - Method using high performance liquid chromatography and mass spectrometric detection
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
1.6.1. Background
The Victorian Metropolitan Fire and Emergency Services Board (MFB) previously used PFAScontaining Aqueous film forming foams (AFFF) as firefighting foam. In 2007, MFB made a decision to replace existing firefighting foam with fluorine-free firefighting foam. This decision was due to concerns related to firefighters' health and environmental issues. MFB then phased out the use of persistent PFAS-containing firefighting foams across its operations.
MFB engaged expert independent environmental consultants to analyse PFAS exposure pathways for MFB firefighters on the job. This report was used to inform and develop MFB PFAS threshold limits and prioritise PFAS mitigation work.
The MFB (FRV) developed and formally endorsed an Operational Use of Firefighting Foam Policy' and the use of fluorine-free foam. Victorian Environmental Protection Authority (Vic EPA), and Victorian WorkSafe played a part to formalise this policy.
By 2014, all MFB firefighting appliances had been converted to only carry fluorine-free B Class foam in their foam tanks. Following the MFB establishment of the PFAS thresholds, in 2016, MFB initiated a process to test and decontaminate the MFB firefighting fleet. Further work is currently being done to decontaminate FRV appliances which have been more recently introduced and to monitor the previous PFAS decontamination work on the earlier MFB appliances.
1.6.2. Cleaning Procedure
FRV used environmental consultants and industrial cleaning partners to develop a 32-stage decontamination and verification process targeted at ensuring that the appliances, after decontamination, can be safely returned to service. The steps are summarized below (information taken from a presentation submitted by a stakeholder (Fire-Rescue-Victoria, 2021):
1. Suitable facility for the PFAS decontamination process: fire trucks are taken to a dedicated decontamination facility where the removable components (hoses, connectors, ladders, etc.) are stripped off for separate decontamination. The trucks are then put into a bunded system, where the raw foam is carefully pumped out and the tanks prepared to be flushed and cleaned.
2. Flushing of the tanks: the tanks are carefully flushed with water which is slowly introduced at a controlled temperature to maximise raw product foam removal whilst minimising foam creation. Wastewater is collected for future processing and disposal. After removal of the majority of foam product, agitation is applied to break down and dissolve solidified foam products. Separate, colour-coded pumps and pipelines/lines are maintained to ensure that cross-contamination is avoided. Filters, strainers and breathers are carefully dismantled to allow removal of solidified foam product found to have built-up inside on-board components, wherever there are gaps, welds, connectors, or in joints and gaskets.
3. Cleaning of truck internals: the on-board water pumps are fed by, and feed, an intricate series of pipes, lines and injectors. Cross contamination has been found to be common, and the pumps and feed lines internal to the truck need to be cleaned.
4. Cleaning of delivery systems: delivery of foam/water mix can be through on-board hose reels, direct to hose systems from the main delivery panels on the side of the trucks, or from what is termed 'the monitor', a roof-mounted delivery system. Each of these has also to be decontaminated.
5. Purging of truck internal lines: a specially designed multi-part manifold is connected to the truck and the internal pump systems. Lines and foam injectors are purged.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
6. Cleaning of onboard components: truck-mounted hose reels and monitor are decontaminated by flushing with clean water. Ground-spray systems are also flushed. Detachable components are decontaminated separately. Finally, the whole appliance is pressure washed. The interior voids on the truck, where the tanks and pumps sit, is also pressure washed. All washings are collected using a wet-vac system, for subsequent treatment.
7. Cleaning of removable components: each truck also has a series of removable components such as firefighting hoses, connectors, uptake and transfer hoses that need to be decontaminated.
8. Hose decontamination: firefighting hoses are decontaminated both externally and internally using a series of specially design hose-washing units. Several lengths of hose are connected to a high-pressure water recycling unit for internal decontamination. This device has a 5 000 litres water tank and a pump capable of high-pressure delivery
According to FRV, the key to successful decontamination is the correct sequencing of operations and detailed recording of each stage of operations. Each truck decontamination can create between 6 000 to 8 000 liters of wastewater. Wastewater is re-concentrated by passing through a series of activated carbon filters (GAC). It has been possible to strip out the PFAS foam from the waste and achieve sub part-per billion results in the treated wastewater, enabling this to be disposed to trade waste, with the carbon sent for high temperature destruction. Figure 4 illustrates with pictures the decontamination process and Figure 5 the achieved PFAS residual concentrations.
Figure 4. The Decontamination Process - in pictures (taken from ((Fire-RescueVictoria, 2021))).
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS 1.6.3. Remaining PFAS concentrations
1.000.000.000
Class B Foam Tank - PFOS+PFHxS (ppt)
100.000.000
10.000.000 1.000.000
4,200,000 ppt
100.003
10.000
1
Before After
1.003 100
70 ppt
10
II minnumuum
Figure 5. Achieved PFAS levels after decontamination according to the protocol by FVR, before (blue) and after (red) (taken from (Fire-Rescue-Victoria, 2021)). For the remaining PFAS levels, a two-tier decontamination has been chosen. FRV firefighting urban operations and routine training are two very different scenarios. In urban operations, a firefighter might deploy foam in one fire in every 20-50. Water is deployed into a highly modified urban environment. In routine training the same location (a fire training facility) is repeatedly exposed, on a daily basis, to water deposition from fire appliances. If that water was even slightly contaminated, there was a risk of progressive build-up of PFASs in the soil and run-off. For that reason, the target for fire trucks for training purposes became "drinking water standard".
For a decontaminated fire appliance, that was translated as meaning no sample exceeded 70 parts per trillion for PFASs.
The MFB commissioned a risk exposure pathway analysis that determined PFAS thresholds levels for both training and operations. Based on this, the remaining PFAS concentrations have been set and can also be reached using the described protocol, see below Table 1.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Table 1. PFAS residual thresholds (taken from (Fire-Rescue-Victoria, 2021))
Endorsed FRV Appliance Residual Threshold Limits
PFAS Sum of PFOA
Sum of PFHxS and PFOS
Derived Human Health Threshol Levels
FIRE FIGHTING
OPERATIONS LEVEL (Green Sticker)
800 ppt (Parts Per Trillion) 21 ug/I
C
(Victorian
Management Training
Craigieburn Levels
FIRE FIGHTING
Emergency Complex)
70 ppt (Parts Per Trillion) 0.07 ug/I
,000 ppt arts Per Trillion) 3 ug/I
0 ppt (Parts Per Trillion 0.07 ug/I
TRAINING LEVEL (Blue Sticker)
1.6.4. Costs
There is no information available on costs for this technique.
1.6.5. Additional information and available case studies
Since 2016, over 145 fire rescue vehicles and CFA firefighting appliances and over 150 km of firefighting hoses have gone through this PFAS decontamination process to below the established thresholds and have been successfully cleaned and returned back into commission for operational use. This work has been conducted in a quantitatively measurable manner by independent third parties.
1.7. Cleaning protocol by FPA Australia
1.7.1. Background
Fire Protection Association Australia (FPA Australia) is the national peak body for fire safety, providing information, services and education to the fire protection industry and the community. According to an information bulletin provided by FPA Australia, changing from a foam containing PFOS or PFOA to a US EPA PFOA Stewardship compliant C6 foam, a REACH Regulation (EU) 2017/1000 compliant C6 foam or an F3 foam will require thorough washing of the tank and concentrate sections of pipework (including proportioners) until no frothing is visible (FPA-AUS, 2020). It also requires collection, remediation and safe disposal of all effluent from this washing process.
1.7.2. Cleaning Procedure
FPA Australia recommends the following process when cleaning foam tanks or changing out existing C8 foams:
1. Decant existing C8 foam into suitable storage containers, which are also bunded and clearly marked for incineration/destruction.
2. Thoroughly flush system with water and collect effluent in suitable storage containers/tankers, identifying contents. The use of hot water may facilitate cleaning.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
3. Using suitable remediation technologies, flushed foam solution and effluent should be treated to concentrate the PFASs into as small a volume as practical and should be held separately and labelled prior to disposal/destruction.
4. Analyse clean water for residual PFAS levels, before any release for re-use to the sewer/environment to ensure local regulatory requirements are met. This is likely to require temporary storage in large clean tanks without any previous PFAS usage or potential pre-existing PFAS contamination.
5. Send concentrated PFAS containing materials for disposal/destruction in accordance with local regulatory requirements.
1.7.3. Remaining PFAS concentrations
To avoid the possibility of contamination, the tank should not be filled with the replacement foam until the results of this testing are available and confirm sufficiently low levels acceptable to the local environmental regulator.
1.7.4. Costs
There is no information available on costs for this procedure.
1.7.5. Additional information and available case studies
There is no information available on case studies.
1.8. Cleaning protocol by the Australian DoD
1.8.1. Background
The Australian Aircraft Rescue & Firefighting (ARFF) foam transition project will transition all Army, Air Force and Broad spectrum firefighting vehicles to a suitable Fluorine Free Foam (F3) product (DoD-AUS, 2020b). As described in the figure below (Figure 6) the cleaning procedure relies on the set up of 10 cleaning hubs, where over 100 vehicles will be cleaned. In the following only a brief overview of the procedure is given.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
AIRCRAFT RESCUE FIREFIGHTING FOAM TRANSITION PROJECT
About the project Toe A...ft Rescue & F refighting (ARFF) loan transition Kowa we transit.," of al Army. Air Force and Broadspectnan ,refightng ooh cies to a suitable Fluonne Free Foam (F3) product The ARFF Vehicle Foam Transition Sub Working Group will manage this project uncle, delegation from the One Defence Flrefghting Foam Management Working Group.
on b Live Document current as at 10 September 2020
Defence is required to maintain firefighting capability to support the Australian Defence Force (ADF) in its mission to defend Australia and its national interests_
Effective firefighting capability is essential to protect life and assets.
Apo, 2018 The One Defence Firefighting Foam Managerrent Wcrking Group (FFMWG) lead by EAJG was estableshed
May 2018 , One DefekoeFetfigherg Foam
Management Ventral Group (FFIFYGImeetna
July 2018 , One Defence Firefighting Foam
Managernere Waltng Group (FFWAYGImeetng
January - May 2020 ,.. ARFF wile:lee:leaning
entera oevelopeo ,. ARFF vende cleaning
rnethosolcgy memo Project Eneronneral
Management Plan cekePped .0eanng Huo Plans cevekped
4,1 2020 Denrormental Repot commenced lia meet EPSC Atl &bottom
0-0
The PFAS Proem, Governance So= Idenofed the need fora central forum to dm* Defences fre`who^g tom management traroforrnabon Nero.
Febr9, 2020 , Prped Risk
Workshop held
.r M12019 The ARFF Sub Wain Grew established
May -June 2019 ARFF whole Baseline PFAS Testing condoled
February 2020 Human Held, Hazard Assessment correnenzed
Feb -April 2020 Cleanikg hub see suitability assessments
May -July 2019 F3 Trialsmduckedw RAAF Anterleylo sewn prooxemert
,,,,aust 2019 RequeW for Quotation for an F3 supplier released by O/3G
100. VEHICLES
November 2019 Laboratory reskes confennat F3 wa lk. subrntsscns are PFAS-free
N,,vember -Oncerni., 2019 Miff whole Clearing Trial A OW Anixoloy
O
22 BASES
F-e.erred F3 prod,.tested in C.fenos ARFF wholes
10 CLEANING HUBS
August 2020 Email:venereal due dispose completion wooded
-O-
July MO Eccesoserty Carporatve Antyss tween Amide and preferred F3 produd) completed
October 2020 Order tonged to
be placed Sarney, F3 foam product
ter 2020 Pretend F3 prat. apprceol frown DEF"C
evema Egli fcf Defence meted
November 2020-- May 2021 Velide &arc
Prakcittarealon Warnle /alike
inikiromunilioriewhieli.pinod
End of June The Armalt
Rescue Frefighong (ARFF)foam
trartsloce piped expected to be complete_ The Venom
scheckeletill to agle to ensure frefigleng cenobite/ is
maintained trougs,
oNT
Figure 6. Overview on the Aircraft Rescue & Firefighting (ARFF) foam transition project (DoD-AUS, 2020a) 1.8.2. Cleaning Procedure
FPA Australia recommends the following process when cleaning foam tanks or changing out existing C8 foams (see also illustration in figure 23):
1. Decanting Aqueous Film Forming Foam (AFFF). ARFF vehicles will be decanted of AFFF
2. A continuous flush is applied
3. Sample baseline
4. Vehicle CES soaking
5. Outlet and hose flushing
6. Sample for validation
7. Re-fill with F3. ARFF vehicles will be re-filled with F3 upon completion of the required cleaning activities set out in step 4. The Hub Supervisor will apply a colour coded zip tie to cleaned CES items associated with the vehicle to identify them as F3 only.
8. Proportioner Calibration and Return to Service Testing (RTS): The User Units will conduct vehicle foam performance tests (including proportioner calibration) inside, or at, the designated foam test facility or area as per existing testing arrangements.
9. Restart next vehicle
10. Vehicle validation against cleaning criteria
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Decanting a vehicle
Continuous lush
Semple hawk*
Vehicle CES soaking
Outlet and hose ilushinu
Sample for validation
P3 refits
Recidihrafidn and raturn to service
Reeart next vehicle
Vahioia validation against cleaning criteria
Figure 7. Cleaning procedure phases in accordance to the Queensland DoD (DoDAUS, 2020c) 1.8.3. Remaining PFAS concentrations
There is no information available for the remaining PFAS concentration.
1.8.4. Costs
There is no information available on costs for this procedure.
1.8.5. Additional information and available case studies
There is no information available on case studies.
1.9. Cleaning protocol by the German industrial plants fire brigades association (Werkfeuerwehrverband Deutschland - WFVD)
According to WFVD 's homepage5, the company fire protection organisation must take into account the specificities of companies' risks. As a result of the need to adapt to companyspecific conditions, the principles and guidelines established for public fire departments cannot be directly transferred to plant and company fire departments.
1.9.1. Background
In 2014 it was noticed that during the transition from C8 (PFOS-based) foam to C6 (PFHxA precursor based) foam, the tanks were not cleaned sufficiently. Residues of the C8-based foam contained high amounts of PFOS and contaminated the new PFOS-free AFFF.
On this basis was developped a foam concentrate tank cleaning procedure. According to WFVD, from these cases it can be concluded that the cleaning procedure is an effective method to apply when transitioning from PFAS-based to fluorine-free foam. It is simple enough to be carried out by fire brigades themselves or for example by companies that specialise in industrial cleaning. It sufficiently reduces PFAS levels below applicable standards and is adjustable in case the results do not meet expectations.
5 See https://www.wfvd.de, last accessed 24.03.2021
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1.9.2. Cleaning Procedure
The foam concentrate tank cleaning procedure is a relatively simple process that in many cases can be carried out by fire services themselves. Basically, it comprises a series of flushing with water, after the tank is emptied. The main challenge in this process is to avoid spills and contamination of equipment outside the foam concentrate tank. During step 2 and 3 the residues of the foam concentrate will cause foaming inside the tank. The overflow of that foam should be avoided to not cause any contamination outside of the tank.
Further attention should be paid to a proper disposal of the old foam concentrate and any rinsing water. The standard disposal method would be high temperature incineration in a facility that is able to handle PFAS waste.
WFVD recommends the following foam concentrate tank cleaning procedure:
1. Step 1: a. Empty foam concentrate tank, pump and piping b. Dispose foam agent through high temperature incineration
2. Step 2: a. Fill tank with warm water (60-70C) (half full to avoid overflow of foam) b. Drive with apparatus for 30 minutes to allow contact of water with the whole inner tank surface c. Pump water with foam pump in a loop for about 30 minutes d. Empty tank, pump and piping e. Destroy the foam inside the tank with water and a very fine nozzle and empty tank again f. Dispose water through high temperature incineration
3. Step 3: a. Repeat step 2 one time
4. Step 4: a. Fill tank with water b. Pump water with foam pump in a loop for about 30 minutes c. Take a water sample d. Analyse water sample for PFASs e. Repeat Step 3 if results of PFAS analysis are not sufficient f. Dispose water through high temperature incineration
5. Step 5 a. Drain any rinsing water from tank, pump and any pipes b. Dry tank as much as practically possible c. Fill tank with new foam concentrate
1.9.3. Remaining PFAS concentrations
According to WFVD, the efficacy of the foam concentrate tank cleaning procedure can be assessed when looking at Figure 8 and Figure 9.
The highest remaining PFAS-substances reported in Figure 8 are 6:2 FTS with 0.98 g/L (0.00098 ppm) and PFOS with 0.81 pg/L (0.00081 ppm). The highest remaining PFASsubstances reported in Figure 9 are PFOS with 42 g/L (0.042 ppm) and PFOA with 1.2 pg/L (0.0012 ppm). If all reported PFAS-substances are added a remaining concentration of 57.5 g/L (0.057 ppm) is measured.
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These are PFAS analyses of the rinsing water from step 4 of the procedure. As these are analyses for PFASs in water the detection limit for PFASs is lower than in the analyses for PFASs in foam concentrate. The analyses show that cleaning is effective with dilution factors varying between 100 and 100 000. While PFASs can still be detected in the rinsing water in all cases they are lower than current applicable thresholds for PFOS (not further commented by the stakeholder but most likely 10 ppm according to POP-regulation) and PFOA (not further commented by the stakeholder). If the results do not meet expectations, steps 2 and 3 can be repeated until levels are sufficiently low. It has to be noted that the water analysed in step 4 will also be disposed and that PFAS levels can be assumed to be even lower when the new foam concentrate is filled in.
Base h rei bung
4H-Perfluordecansuifonat (8:2 FTS)
4H-Perfluorhexansulfonat (4:2 FTS) 4H-Perfluoroctansuronat (6:2 FTS) Perfluorbutansaure Perfluorbutansulfensaure Perfluordecansaure Perfluorheptansaure Perfluerhexansaure _Perfluorhexansulfonskre Perfluornonenseure Perfluorootansaure (PFOA) Perfluerodansulfonsaure (PFOS) Perfluorpentansaure
Messwert 0,045 0,01 0,98 0,012 0,039 0,01 0,014 0,097 0,19
0,01
0,037
0,81 0,011
Einheit
Pet
P91upt
PO-
It
Verfahren
Figure 8. PFAS Analysis of rins ng water from apparatus "TMB" from step 4 of tank cleaning procedure (note, that the detection limit is lower as this is an analysis for PFASs in water as opposed to PFASs in foam concentrate in other figures)
4H-Perfluordecansuifonat (8:2 FTS) 4H-Perfluerhexansulfonat (4:2 FTS)
0,19
pg/L
[11
gIL
41-1-Perfluorootensulfenat (6:2 FTS)
1,7
pgiL
Perfluerbutansaure
0,31
P e rfluorbetensuIkinsa ure
0,96
P erfluorclecansaure
0,01
F erfluorheptansaure
O,39
P0.1-
Perfluorhexansaure
1.5
P9,1.
I Perfluorhexansulfonsaure
11
BI
: Perfluorneriansaure
0,01
9fL
Perfiuorectansaure (PFOA)
1.2
ucfL
Perfluoroctensulfonseure (PFOS)
42
pgfl
Perfluorpentansaure
0,45
pp&
Figure 9. PFAS Analysis of rinsing water from apparatus "PTLF II" from step 4 of
tank cleaning procedure (Note 1: The detection limit is lower as this is an analysis
for PFASs in water as opposed to PFASs in foam concentrate in other figures. Note
2: This apparatus is also referred to as "TroTSLF 2" or "PTLF 2")
1.9.4. Costs
Costs for the cleaning of a foam concentrate tank of a fire apparatus highly depend on disposal costs for the foam concentrate and flush water, summing up to 50% of the total costs in this example (4 000 ). It is estimated that the volume of the flush water is three times that of the tank volume. Other costs, like work hours are likely to be independent from tank size (unless deviating to a greater extent from this example). In this case study the work was done by the industrial fire brigade itself, so that no external costs arose for work hours. See figure 26 for the estimated costs of the cleaning procedure.
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Disposal of foam concentrate for 1 m3 Disposal of flush water (3m1 Work hours (2 people, 10h each) BC totes for foam concentrate and flush water Small equipment estimate (PPE, contaminated hoses, etc.) Total
506/m' 500/m' 50/h 150/p iece. 406
500 1500 1000 600 400 4000
Figure 10. Estimated costs for the cleaning of a 1 m3 foam concentrate tank with the described cleaning procedure 1.9.5. Additional information and available case studies
Three years after the cleaning of the tanks, the foam concentrate was analysed for PFASs again. Except for one PFASs in the apparatus all PFASs are below the detection limit and below the applicable threshold for PFOS and PFOA. The reason for the measured concentration of 56 pg/kg of 6:2 FTS in apparatus "TMB" are not known. Possible explanations are the cross contamination from residues of old foam concentrate, contamination of the sample or a measuring error.
The procedure is also explained in a video available at Youtube6. The stakeholder reported there are some mistakes concerning the values in the English version.
6 English : https://www.youtube.com/watch?app=desktop&v=jNoDFsd4RnY&feature=youtu.be ; German: https://www.youtube.com/watch?app=desktop&v=290xwWv1FiI&feature=youtu.be
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Appendix 2. Techniques for disposal of firefighting foam concentrates
This section describes the two industrial-scale level incineration techniques that could be used for the disposal of PFAS firefighting foam concentrates and possibly other PFAS waste originating from the use of PFAS firefighting foam and identifies at a high level the potential emissions associated with these disposal options. Emissions considered relate to both the potential for remaining PFAS compounds as well as the by-products created from disposal.
(Wood et al., 2020) concluded the following on incineration practices applicable to PFAS firefighting foam concentrates:
High-temperature incineration would appear the most likely disposal option for PFAS-containing legacy foams';
Existing incineration disposal methods used apply a range of temperatures from around 400-6 000C8. The literature also indicates that CF4 requires temperatures above 1 400C to decompose and that CF4 is the most difficult fluorinated organic compound to decompose (US-EPA, 2020b);
The effectiveness of PFAS compounds to be destroyed by incineration and "the tendency for formation of fluorinated or mixed halogenated organic by-products is not well understood" (US-EPA, 2020b);
The incomplete destruction of PFAS compounds may result in smaller PFASs or products of incomplete combustion being formed. These products may not yet have been researched and therefore have the potential to be chemicals of concern (US-EPA, 2020b);
The complete combustion of PFOS/PFASs will result in CO2, H2O and HF (Lundin and Jansson, 2017) and the incineration of PFASs at temperatures of at least 1 100C, usually degrade PFASs to carbon dioxide and hydrogen fluoride (UNEP, 2012) in (KEMI, 2016). It has not yet been determined what is produced when PFASs is incinerated at temperatures lower than 1 100C (KEMI, 2016);
Emissions (greenhouse gases and air pollutants) from creating high temperatures for incineration: There are emissions associated with the procurement and delivery of fuel and with incinerator operation (e.g. greenhouse gases and air pollutants such as particulate matter from the combustion of fuels). Associated emissions have not been analysed and it is assumed that the incinerators would continue to operate at the same temperatures regardless of the type of waste they process. Such emissions were not highlighted by stakeholders in the consultation;
Leakage during storage and transportation: Incineration processes are typically provided off-site and foams will need to be stored and transported to incineration facilities for disposal or waste equipment to be installed on-site. During the storage and transportation of PFAS-containing foam it may be possible for spillages or leakages to occur, resulting in environmental emissions. There has not been enough information identified during desktop-based research or provided from stakeholder consultation to accurately quantify these emissions;
Derived from stakeholder consultation responses concerning PFAS disposal methods. Note that WWT was also reported as a disposal method, but a judgement was made that these disposal techniques relate to used PFAS-containing firefighting foam rather than unused foam.
Obtained from stakeholder consultation.
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Direct emissions (greenhouse gases and air pollutants) from transportation: Where foams are stored and transported to incineration facilities, direct emissions of carbon and other pollutants (e.g. particulate matter and nitrogen oxides) from vehicles will also occur. Desktop-based research revealed a lack of available data regarding the geographical position of PFAScontaining firefighting foam manufacturers and users in relation to incineration facilities and little to no information was obtained from stakeholder consultation. It is therefore unsuitable to accurately quantify emissions associated with foam transportation.
Overall, PFAS emissions from incineration are not well studied (NordicCouncil, 2019); (Stoiber et al., 2020) and therefore, there is the potential for incineration to be hazardous. Further research is needed to identify and quantify the emissions produced from the incineration of PFASs, as well as greater research undertaken to understand the thermal properties of PFASs.
An additional stakeholder's consultation and literature search was conducted in 2021 by Ramboll for the Dossier Submitter (Ramboll, 2021) to collect further information on available disposal methods for PFAS foams concentrates and other PFAS waste such as the PFAS contaminated firewater run offs and waste from foam equipment cleaning. These findings are summarised below as regard to the incineration techniques. Appendix 3 describes other techniques available for the PFAS contaminated firewater run-offs and waste from foam equipment cleaning.
Only methods with a complete or maximised defluorination or mineralisation were considered. This excludes the treatment of PFAS foam concentrates and PFAS run-off water in typical municipal and industrial wastewater treatment plants and the disposal on landfills as these methods do not effectively destroy the containing PFASs (Houtz et al., 2018).
Furthermore, only large scale established, and financially feasible methods were looked at.
The incineration of PFASs is according to recent literature and stakeholder input the most reliable method for their destruction. Several authorities and associations also recommend the incineration of PFAS foam concentrate and run-off water as the most efficient method for destruction (AU-EPA, 2021, CA-EPA, 2021, FFFC, 2016).
Also, the collected input from stakeholders shows that the only available adequate disposal option for PFAS-containing foams is incineration at high temperatures. Based on available literature, the incineration is performed either in hazardous waste incinerators or cement kilns.
According to literature, some manufacturers and downstream companies offer to take PFASbased foams back (sometimes only if new fluorine-free foams are purchased). For example, Bio-Ex offered in the past (year 2018-2019) to take back PFAS based firefighting foam when the same amount of fluorine-free foam was purchased9.
2.1. Physical destruction - Incineration in Hazardous Waste Incineration plants
a) Background
The strongest bond in a PFAS-molecule is the carbon-fluorine bond with a bond strength of 485 kJ/mol (Boesch et al., 2020). This bond needs to be broken in order to completely destroy a PFAS molecule. The breaking of only the carbon-carbon bonds may lead to the formation of shorter fluorinated molecules, such as ultra-short chain PFASs like trifluoroacetic acid and fluorinated gases like hexafluoro ethane (C2F6) and tetrafluoro methane (CF4). The complete
9 For more information see https://www.carl-henkel.de/assets/Uploads/PDF/170060AK-FLYERBIOSCHAUM.PDF accessed at 01.04.2021
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thermal destruction, meaning mineralisation, of a PFAS molecule leads to hydrogen fluoride, water, and CO2.
b) Technical performance
The main principle of waste incineration lies in the thermal breaking of the chemical bonds in a molecule. For this the Industrial Emission Directive (2010/75/EU, 2010) requires European waste incinerators to operate at a minimum temperature of 850C with a residence time of at least two seconds.
In Europe, for hazardous waste with more than 1 % of halogenated organic substances (what would also apply to PFAS-based firefighting foam run-off and cleaning water) the incinerator needs to reach temperatures of at least 1 100C (2010/75/EU, 2010). The respective incinerators are commonly called hazardous waste incinerators (HWI). To current knowledge, the conditions can break the chemical bonds of a molecule and transform the waste into CO2, water, salt, and ash.
Hazardous waste incinerators are designed to handle and destroy the most difficult hazardous (explosive and/or toxic) substances. Hazardous waste incinerators have specialized systems for the input of waste material, depending on the type of waste being handled. This is particularly important for some of the most hazardous and toxic wastes. Options include a solid waste bunker, a tank farm for liquid and pasty wastes, drum storage and transportation facilities. For certain (highly reactive) wastes, a dedicated direct injection system is necessary.
The decomposition temperatures for PFASs vary depending on chain length and functional group. PFOA decomposes already at around 100 C, FOSA at 150 C, PFHxS and PFOS around 350 C and PTFE at around 500 C. At these temperatures the bonds inside the compounds are broken and gaseous fragments are formed. During the decomposition of PTFE, fragments such as CF, CF3, C2F4 and C3F5 can be found which indicates that not all carbon-fluorine bonds were broken (Wang et al., 2015).
To completely mineralise PFASs to hydrogen fluoride, water and CO2, higher temperatures are needed. According to current literature the temperatures should reach at least 1 100 C to degrade PFASs to carbon dioxide and hydrogen fluoride (KEMI, 2016). The Danish Ministry of Environment published a report on the incineration of persistent organic pollutants (POPs) including PFOS. It is stated, that PFOS will be destroyed to more than 99 % by co-incineration and that other studies have shown a destruction efficiency of more than 99.97 % for fluorotelomers, chlorofluorocarbons and PTFE in conventional waste incineration. It is however also stated, that during the decomposition of PFOS at 900 C simple fluorocarbons such as CF4, C2F6, CHF3 and C2H2F2 will be formed (Lundin and Jansson, 2017). Among the fluorinated gases tetrafluoro methane (CF4) is the hardest to destroy, as it only contains carbon-fluorine bonds.
The figure below describes the general process of a hazardous waste incinerator.
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Storage tanks for liquid and pasty waste
Freon storage EIRO Direct injection
EUR TS specie) weVe gum] N.A.
ago
Boller ash
Fl,
Figure 11. The hazardous waste incinerator process taken from Eurits homepage
c) Side products and emissions
A study performed in 2014 analysed the ash and waters arising from multiple waste incinerators in Sweden. The incinerators generally operated at temperatures above 850 C and employed a flue gas cleaning process where the flue gas is first pumped through an acidic solution and then through a neutral step where sulphur dioxides are separated through the addition of lye. While multiple PFASs could be found in all sampled media the authors conclude that as the amounts were so low that waste incineration plants in Sweden are unlikely to contribute significantly to environmental emissions of PFAA (Sandblom, 2014).
According to data from the US, the end-product of the complete combustion of any organic compound will lead to carbon dioxide and water which will be emitted to the air. In the case of PFASs, hydrogen fluoride will also be formed if the compound is completely destroyed. It can be found in the bottom ash as well as the flue gas. In order to remove the HF from the gas, a gas scrubber is applied. For this, the hot flue gas is cooled in a quenching unit filled with water whereby the HF dissolves in the water. This step is then repeated with a multistep scrubbing tower where the flue gas is scrubbed with a sodium hydroxide solution to remove all remaining HF. The resulting effluent is then quenched in a calcium hydroxide solution where the dissolved fluorine precipitates as calcium fluoride. As this method employs an alkaline solution it may also remove any airborne charged PFASs such as PFCA and PFSA but can however not remove fluorinated gases(US-EPA, 2020a).
If the temperature is too low, products of incomplete destruction will be formed. These include for example CF4, C2F6, CHF3, C2H2F2 and C3F8(US-EPA, 2020a, DK-EPA, 2019).
A quantitative analysis of the formation of these fluorinated gases during the combustion of PFASs has not yet been performed. In general, these gases have a high greenhouse gas potential and should be avoided. As the PFASs destruction efficiency of the thermal treatment is not 100 0/0, small amounts of PFASs will not be destroyed and as such can be emitted to air or be found in the fly and bottom ash. The ashes are often landfilled and the contained PFASs can thus be washed out and emitted into the water and ground. However, based on
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data from Sweden, PFAS concentrations in fly and bottom ash are very low (26 - 748.3 pg/g) (Wohlin, 2020).
Another study concluded that in total less than 10 kg of PFAA are deposited on Swedish landfills per year from ash from waste incinerators (Sandblom, 2014).
Data from stakeholder interviews indicate that there is a need for standardisation and future scientific investigations:
One stakeholder from Germany made it clear that there is still a need for research with regard to the incineration of PFAS-containing wastes and the associated issues, particularly with regard to the required minimum temperatures and possible products of incomplete incineration. In the past, investigations have already been carried out, for example at household waste incineration plants, but these often focused on individual substances such as PFOA and PFOS or long-chain compounds. Although it can be assumed that these compounds break down at sufficiently high temperatures and long residence times, the extent to which short-chain compounds or products of incomplete combustion (PICs) are formed or emitted and how these are to be evaluated has not yet been sufficiently researched according to current knowledge (LASTFIRE-Interview, 2021).
Another stakeholder from Germany stated that currently measured background levels of PFAS substances must come via incineration. According to measurements in Bavaria, when PFASs is measured in soil, 50% of taken samples would be over current threshold levels as defined by the Bavarian PFC assessment guidelines (measurements based on DIN 38414-14) (LfU-Gierig-Interview, 2021).
The same stakeholder also indicated that so far, there are no validated measurement methods for the determination of PFASs in exhaust air. However, a DIN-standard for the determination of PFASs in exhaust air is drafted right now. The stakeholder guessed it will take approx. 2-3 years to publish it (LfU-Gierig-Interview, 2021).
d) Availability across the EU
According to the Nordics Council of Ministers there are 808 incineration facilities in Europe, including hazardous and municipal waste incinerators (NordicCouncil, 2019).
The Confederation of European Waste-of-Energy Plants reported in 2018 that there are 492 waste to energy plants operating in Europe. This number does not include the hazardous waste incineration plants. In total, the 492 plants treated 96 million tonnes of waste in 2018 (CEWEP, 2018)1. Hazardous Waste Europe represents 155 hazardous waste treatment installations in Europe with a total treatment capacity of 4.6 million tonnes per year. These facilities however also include non-incineration processes such as biological treatment and landfills".
Another association, the European Union for Responsible Treatment of Special Waste EURITS, shows on its homepage the availability of HWI across the EU (see Figure 12). Of course, this overview only includes member companies of this respective association.
Based on the overview it can be assumed, that HWI availability differs across Europe. This is in line with a stakeholder comment from Norway who reported that there is no HWI available in Norway, thus PFAS-based firefighting foam was sent to cement kilns (see also Appendix 2.2) (Equinor-Ystanes-Interview, 2021). Another stakeholder from the Netherlands indicated
10 Assuming that the difference between the 808 incineration facilities and the 492 waste to energy plants are hazardous waste incinerators it could be assumed, that there are 316 hazardous waste incinerators in Europe. However, the exact numbers are not known. 11 Numbers are taken from the respective homepage, see http://www.hazardouswasteeurope.eu accessed at 01.04.2021
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that there would be no such incineration plant in the Netherlands. Neighbouring countries Belgium and Germany would have these (LEC-BrandweerBRZO-Submission, 2021). The figure below depicts the availability of HWI across the EU.
Sweden Norway
Baltic Sea Estonia
United Kingdom
North Sea
Dent
Latvia Lithuania
Ireland
NetherlRds
Poland
Belarus
Belgium France
Germany
1 Czechia
Austria
I Croatia
Italy
Tyrrhenian Sea
s
Hungamie
Moldova
Romania
Se 2
Bulgaria I
Greece
Black Sea Turkey
Georgia Azerbaijan
Uzbeki Turkmenistan
Figure 12. Availability of HWI across the EU taken from Eurits homepage
According to the German Federal Environmental Agency there are 29 hazardous waste incinerators in Germany with a total capacity of 1 520 490 million tonnes per year12.
The WI BREF reported 121 hazardous waste incinerators in Europe in 2019 with a total capacity of 6.75 million tonnes of waste per year however the exact incineration conditions are unknown.
e) Costs13
According to Wood's report the cost to incinerate one PFAS-containing firefighting foam litre range between 0.3 - 1.5 11 (Wood et al., 2020). This range is in accordance with the data gathered in the stakeholder engagement and literature review:
On their website, the Rosenbauer Group reports a price of 200 - 400 /m3 for the high temperature disposal of PFAS-containing firefighting foam, which corresponds to 0.2 - 0.4 /l14.
12 Numbers are taken from the respective homepage, see https://www.umweltbundesamt.de/themen/abfall-ressourcen/entsorgung/thermischebehandlung#thermische-abfallbehandlunq accessed at 01.04.2021 13 The following assumptions have been considered: density of PFAS-containing firefighting foam is approximated to be 1 000 kg/m3 and exchange rate Euro to US dollar of around 1,2:1 (as of 01st of April 2021) 14 Numbers are taken from the respective homepage, see https://www.rosenbauer.com/bloci/en/proper-disposal-of-fire-fighting-foam accessed at 01.04.2021
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Also, another company from Germany offers to take back foams for 1 - 2 /l1-5.
A stakeholder from Germany named a price of 700 /t for the incineration of PFAScontaining firefighting foam which corresponds to 0.7 11 (DUS-Valentin-Interview, 2021).
Another stakeholder from Germany named a price of about 400 - 600 /t, which corresponds to 0.4-0.6 11 (LfU-Gierig-Interview, 2021).
Another stakeholder from Germany named prices between 700 - 1 000 /t, which corresponds to 0.7-1 /1. The specification of the fluorine content before incineration is obligatory (Cornelsen-Interview, 2021).
Higher prices are reported for Australia where 2,000 per m3 are reported, which corresponds to 2 /116.
f) Additional information and available case studies
According to one stakeholder from Germany, incineration plans often do not accept PFASbased firefighting foams because of its foaming capacities (the liquid waste is fed into the combustion chamber through a nozzle) and the formation of HF-acid (corrodes the tiling). This could lead to the fact that the prices for PFAS firefighting foam incinerations will increase in the future (Cornelsen-Interview, 2021).
One stakeholder from Germany stated that the only publicly accessible plant for a thermal treatment of waste containing PFCs in Bavaria is GSB - Sonderabfall-Entsorgung Bayern GmbH in Ebenhausen near Ingolstadt. The incineration plant consists of 2 lines with a total annual throughput of approximately 220 000 tons. In 2020, GSB thermally disposed of about 834 t of waste from the segment of extinguishing foam, extinguishing water, extinguishing agents, for which at least a PFC contamination could not be excluded in principle; only 23.88 t of foam extinguishing agents, extinguishing foam, extinguishing water contain a specific reference to PFC or PFT in the waste designation. Since the exhaust gas cleaning technology used in Ebenhausen consists, among other things, of various scrubber stages, which generally ensured a high separation of halogenated pollutant compounds such as HF, the emission of HF is far below the legal limit. Combustion temperatures average 1 080C in the rotary kiln and 1 000C in the afterburner chamber. Thermal destruction of components containing PFC/PFT can therefore be assumed with a high degree of probability (LfU-Gierig-Interview, 2021).
A stakeholder from the Netherlands brought up the idea to set up consortia in different regions in Europe for the destruction of foam concentrates. Many parties (public and private) will soon have foam concentrates that may no longer be used. Tackling this together seems a good option for cost-efficient and environmentally friendly solutions (LEC-BrandweerBRZO-Submission, 2021).
2.2. Physical destruction - Incineration in cement kilns
a) Background
According to (Lundin and Jansson, 2017), cement kilns typically consist of a long cylinder of 50-150 meters in length, inclined slightly from the horizontal (3% to 4% gradient), which is rotated at about 1-4 revolutions per minute. Raw materials such as limestone, silica, alumina, and iron oxides are fed into the upper or "cold" end of the rotary kiln. The slope and rotation
15 Numbers are taken from the respective homepage, see https://www.massong.com/de/1092/entsorgung-schaummittel.html accessed at 01.04.2021 16 See comment on Rosenbauer homepage, see https://www.rosenbauer.com/bloq/en/properdisposal-of-fire-fighting-foam accessed at 01.04.2021
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cause the materials to move toward the lower or "hot" end of the kiln. The kiln is fired at the lower end, where material temperatures reach 1 400C-1 500C. The fuel used to heat the rotary kiln has traditionally been coal, but lately different kinds of waste fractions have been used in some plants.
(Wang et al., 2015) published a paper in 2015 indicating, that the addition of calcium hydroxide can catalyse the defluorination process of PFASs. At temperatures of 900 C this method showed high transformation rates, indicated by the formation of calcium fluoride. For PFOS a transformation rate of 90 % was achieved with even better results for PFHxS. PFOA and FOSA however only reached transformation ratios of around 50 % suggesting, that the functional group has an influence on the efficacy of the method. PTFE reached transformation ratios of 80 % already at a temperature of 400C (Wang et al., 2015). Comparing this to the decomposition temperature of 500C for PTFE, the calcium salts can lower the needed reaction temperature by 100C. This research suggests that the addition of these salts to the incineration process can lower the formation of fluorinated gases.
According to data from Australia, the advantage of adding PFAS waste to the production of clinker in cement kilns, is that no extra energy is required to destroy the PFASs and additionally the quality of the clinker can be enhanced through the addition of fluorine (Holmes and Queensland, 2020b). Fluorinated substances react in the cement production process as mineralizers, which can promote the formation of a specific phase altering the thermodynamic equilibrium of reactions. Mineralizers are more efficient in the presence of a liquid phase and can contribute to the flux activity. Next to fluor other examples are: zinc, manganese, sulphur, among others (Cemex, 2013). The addition of fluoride has proven to increase the reactivity of clinker used in cement as well as reducing the amount of clinker needed. Typical fluorine addition rates are 0.2 % by weight of clinker to achieve mineralisation without adverse effects (Cooper, 2014).
Fluorine is often added in the form of calcium fluoride to the cement kiln but can also be added in the form of PFASs, however the calcium fluoride content should not be lower than 40%. The inclusion of calcium fluoride can decrease the burning temperature by 100 C (Cemex, 2013). As limestone (calcium and magnesium carbonate) is an ingredient for the production of clinker PFASs could be added to form in situ calcium fluoride (CaF2) in the cement kiln.
The preferred method of introduction of PFAS wastes is by blending the foam concentrate or any other liquid wastes into the alternative fuels (waste oils) to control and minimise the water content that would otherwise disturb the temperature of the burner flame. Solid wastes such as PFAS contaminated GAC and resins can also be introduced packaged in 20L buckets at a suitable point in the kiln as is currently done for clinical and drug wastes. Overall, it is considered that the use of cement kilns for PFAS destruction represents the best option based on the very large safety margins in the normal production conditions for complete destruction (calcium, high temperature, long residence times), permanent capture of the fluorine as inert, insoluble, non-toxic minerals, no need to modify kiln equipment, and no need for additional fuel/energy costs (Holmes and Queensland, 2020a).
b) Technical performance
The cement kiln generally operates at temperatures between 800 - 1 800 C depending on which process step with a total residence time of about 25 minutes. At the hottest point the residence time at --17 - 21 seconds at 1 800 C (Holmes and Queensland, 2020b), which according to recent literature is hot enough to even destroy CF4. As such, this technology can be used to effectively destroy PFASs and at the same time produce cement clinker.
The Queensland government in Australia has already conducted a trial run with a total fluorine input of 325kg/h from which 5kg/h was from PFASs. As a result, no PFASs and only minimal amounts of hydrogen fluoride could be detected after the burning process. The quality of the clinker was unaffected (Holmes and Queensland, 2020b).
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Also, according to US-EPA, the temperature at which the cement kilns operate (usually around 1 400C - 2 000 C) allows for full destruction of PFAS compounds and the residence time (6-10 sec) is believed to be sufficient (Patterson and Dastgheib, 2020).
For conventional waste incinerators on average --354 - 534 kWh/m3 of energy is needed at 1 100 C for the burning of waste (Holmes and Queensland, 2020b). Maga et al. state an energy demand for the high temperature incineration of AFFF containing spent fireextinguishing water at 1 100 C of 1 312 kWh/m3 (Maga et al., 2021). This value is higher due to the added energy needed to vaporise the water.
c) Side products and emissions
According to stakeholder knowledge, cement kilns do not possess the same filter techniques as incinerators handling hazardous waste (HWI). This needs to be considered when emissions are discussed (DUS-Valentin-Interview, 2021). However, there are no standardized methods to monitor PFASs in exhaust air from incinerators as discussed above.
Other stakeholders also indicated, that there is no knowledge about a possible PFAScontamination (or other fluorinated side products) of the end product (cement) (LASTFIREInterview, 2021).
Data from Australia however, indicate that when PFASs introduced to both the main burner and the calciner produced results of very high destruction efficiencies with no PFASs in flue gases and no change to the usual emissions of very low levels of HF in normal clinker production. A significant point to note is that the trial runs of destruction of PFASs at 5kg/hr (as F) were done with and without the input of aluminium smelter cell waste materials with fluorine throughput of 325kg/hr (as F). The destruction of the fluorine-containing (-15%) spent cell carbon and refractory waste has been common practice in cement kilns for decades with low HF emissions demonstrating the very high efficiency of fluorine capture by calcium and the failure of the carbon and fluorine to recombine into PFASs. The Cement Australia kiln at Gladstone is licensed to destroy up to 5kg/hr PFASs (as F) based on the maximum throughput rate in the trials (at --4.50/L). However, the other larger fluorine inputs with no significant HF or PFAS outputs suggest that greater throughputs of PFAS wastes could be destroyed just as effectively as the 5kg/hr (as F) in the licence (Holmes and Queensland, 2020a).
d) Availability across the EU
According to the best available techniques reference document for the production of cement, lime and magnesium oxide, there are 268 cement kilns in Europe. In 2004, 6.1 million tonnes of waste was used as fuel in cement kilns from which one million tonnes were hazardous waste. It is also stated that in 2007, 17% of fuels was sourced from waste (CLM-BREF, 2013).
German authorities are not aware that the incineration of PFAS-based foams in cement kilns are taking place in Germany (LASTFIRE-Interview, 2021, DUS-Valentin-Interview, 2021, LfUGierig-Interview, 2021). According to other stakeholders this is a developing field in the EU (LASTFIRE-Interview, 2021). Based on desktop search, also no other cases are reported. However, in Australia calcium catalysed destruction in cement kilns is currently best practice (Holmes, 2020) .
e) Costs
One stakeholder indicated costs for incineration in cement kiln in Norway of 1-2$/litre, what would correspond to 0.85 to 1.7 /l (Equinor-Ystanes-Interview, 2021).
Australian Stakeholder indicate a cost of 4.50/L (Holmes and Queensland, 2020a).
This price (EU-based) is comparable to the prices reported for HWIs (0.2 - 2 /l).
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f) Additional information and available case studies
One stakeholder sent its waste to a cement kiln (Norcem in Brevik) in Norway, which uses temperatures of 2 000 C. To his knowledge this would be the only waste disposal option in Norway, as most municipal waste incinerators operate at lower temperatures (800 C) (Equinor-Ystanes-Interview, 2021).
2.3. Conclusion on the disposal techniques for PFAS-containing firefighting foam concentrates
The incineration of PFAS-containing firefighting foam concentrates is the most used disposal method. Literature indicates that waste incinerators at temperatures of 900 C are able to destroy PFOS at more than 99%. A destruction efficiency of more than 99.97 % for fluorotelomers, chlorofluorocarbons and PTFE in conventional waste incineration was also reported. However, this process might not lead to the complete mineralisation of the PFASs i.e. the decomposition of the PFASs to CO2, water, and hydrogen fluoride. At these temperatures short-chain fluorinated compounds such as CF4, C2F6, CHF3, C2H2F2 and C3F8 can be formed and released to the air. Literature indicates that temperatures of at least 1 400 C are needed to destroy CF4 and as such completely mineralise the PFASs. Literature indicates, that 1 100 C is sufficiently hot and feasible for the destruction of PFASs, however no study has provided quantitative results on possible fluorinated gas emissions.
The average cost is approximately 1/I (range is 0.2-2 11) but the process requires high amounts of energy as the water needs to be vapourised. No actual data has been found that would indicate that the cost for incineration increased recently or will increase in the future. However, based on input of a stakeholder, the capacity is an issue for some hazardous waste incinerators, as not all of them can handle large amounts of liquid waste and foaming can cause issues, when it is stored intermediately with other liquid waste (WFVD and Peltzer, 2021). Also, according to another stakeholder from Germany, incineration plans often do not accept PFAS-based firefighting foam concentrates because of its foaming capacities (the liquid waste is fed into the combustion chamber through a nozzle) and the formation of HF-acid (corrodes the tiling). This could lead to the fact that the prices for PFAS firefighting foams incinerations will increase in the future (Cornelsen-Interview, 2021).
The co-incineration of PFAS waste in cement kilns seems to be a viable alternative to incineration in HWI, as these kilns reach temperatures of up to 1 800 C with residence times of -20 seconds. It has been shown that the addition of calcium fluoride can increase the quality of the clinker. Additionally, calcium salts can decrease the decomposition temperature of PFASs and increase the mineralisation rate by forming calcium fluoride. Through the addition of PFAS-containing waste to the clinker production in-situ calcium fluoride can be formed, which can increase the clinker quality and destroy the PFASs. The applicability of liquid PFAS firefighting foam concentrate in the cement kilns in the EU is more unclear. German authorities are not aware that the incineration of PFAS-based foams in cement kilns are taking place in Germany (DUS-Valentin-Interview, 2021, LfU-Gierig-Interview, 2021). One stakeholder from Norway indicated that his company sent PFAS-based firefighting foams to a cement kiln as there in no HWI available in Norway (Equinor-Ystanes-Interview, 2021). No costs have been reported for this case. In Australia calcium catalysed destruction in cement kilns is well established and currently best practice (Holmes, 2020). Australian Stakeholder indicate a cost of 4.50/L (Holmes and Queensland, 2020a).
However, stakeholders from Germany indicated, that cement kilns do not have the same filter techniques as HWIs (DUS-Valentin-Interview, 2021). In addition, stakeholders from Germany are concerned that the cement could also be contaminated (DUS-Valentin-Interview, 2021). However, data from Australia indicate no contamination of the cement and a very high destruction efficiencies with no PFASs in flue gases and no change to the usual emissions of very low levels of HF in normal clinker production (Holmes and Queensland, 2020a).
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According to German federal environmental authorities the degree of destruction of PFASs (e.g. related to the input concentration) during incineration is not well understood. In general, there is still a need for research concerning the incineration of PFAS-containing wastes and thus also of PFAS firefighting foam concentrates (LANUV-Voland-Response, 2021).
The table below displays a comparison of the incineration techniques for PFAS-based firefighting foams in hazardous waste incinerators (HWI) and cement kilns.
Table 2. Comparison between incineration techniques for PFAS-based firefighting foams in hazardous waste incinerators (HWI) and cement kilns
Incineration in HWI
Incineration in cement kilns
Background
Literature indicates that hazardous waste incinerators at temperatures of 1 100 C are able to destroy PFASs at more than 99%.
The co-incineration of PFAS waste in cement kilns is a viable option as they reach temperatures of up to 1 800 C with residence times of -20 seconds.
Technical performance
According to current knowledge high temperature incineration in HWIs is an adequate technique to dispose, as PFASs are mineralised to more than 99%.
Data from Australia and the US seem to indicate that PFASs can be effectively mineralized in cement kilns.
Side products & Emissions
There are uncertainties concerning the emission of fluorinated substances, that could be produced when PFASbased foams are incinerated. However, there is also no official standard to measure fluorinated substances in exhaust air. Currently, a standard for the measurement of fluorinated substances in exhaust air is being drafted.
One stakeholder from German
indicates, that cement kilns are not
having the same filter techniques as
HWIs (DUS-Valentin-Interview 2021).
In addition, also the cement could be
contaminated
(LANUV-Voland-
Response 2021). However, data from
Australia indicate no contamination of
the cement and a very high
destruction efficiencies with no PFASs
in flue gases and no change to the
usual emissions of very low levels of
HF in normal clinker production
(Holmes & Queensland 2020a)
Availability
The availability of HWI in Europe is different for each member state. Some countries do not have HWI and therefore need to transport their PFAS-based firefighting foam waste across borders.
According to the best available techniques reference document to produce cement, lime and magnesium oxide, there are 268 cement kilns in Europe.
Costs
0.2-2 /I.
0.85 - 1.7 11
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Appendix 3. Disposal of PFAS-contaminated fire run off and equipment cleaning water
A stakeholder survey and literature search performed in 2021 by Ramboll (Ramboll, 2021) provided the below information on the available techniques and costs for disposal of run-off waters and cleaning waters of firefighting foam equipment contaminated with PFASs.
3.1. Background
a) General treatment of PFAS-contaminated water
As described in Appendix 2, the current go-to technique for the disposal of PFAS-containing firefighting foam concentrates is incineration either in incineration plants and/or cement kilns. Incineration at high temperatures is a destructive technique and leads to the mineralisation of PFASs. For PFAS-containing fire run-off water (and any other PFAS contaminated water) the treatment methods and successive disposal methods can be distinguished between nondestructive and destructive techniques, whereby the final destruction of PFASs is in most cases also a succeeding incineration at high temperatures. Generally, it is not well known what happens to run-off water after a fire incident. Other fire run-off water from fires that happen outside facilities (e.g. municipal fires) is not well contained. This is also true for marine applications.
According to JOIFF, from a waste management perspective, treating foam concentrates and spent foam mixtures resulting from AFFF and fluoroprotein foams used in fire incidents is not possible using biological treatment processes. Conventional wastewater treatment plants will not breakdown non-biodegradable PFASs. Discharge of these wastes to sewer is therefore not an effective treatment (JOIFFF, 2020).
In 2020, UBA together with Arcadis highlighted in a review article all available PFAS treatment technologies for groundwater and ranged them according to their practicality (UBA, 2020). In Figure 13 a visual summary of this overview is shown.
IF Groundwater
Activated Carbon Injection into Aquifer
Reversed Osmosis Nanofittration
Sorption on Activated Carbon
DerfluorAd
Ourfractionation
a
In-situ Foam Fractionation
Adsorption on
Sonolysis
Polymers
Electro-Oxidation
Advanced
Oxidation/Reduction
Electro-Coaggulationr
Photolys s
Plasma Irradiation
Degradation with
I
Fungal Enzymes I Electron Beam
tow
Feasibility
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Figure 13. PFAS treatment technologies for water, ranged according to their practicality (taken from (UBA, 2020), green box added).
When PFAS treatment technologies for water are discussed, the volume of the water and the proportional PFAS-concentration need to be considered.
According to Horst et al., the current state of the practice for treating water contaminated with PFASs is to take extremely large volumes with low PFAS concentrations - typically in the part per trillion range (ppt; i.e., nanogram per litre [ng/L]); and convert it into much smaller volumes of high PFAS concentration, which can then be more economically treated using technologies attempting to destroy PFASs (Horst et al., 2020). In Figure 14, the conceptual impact of volume on the relevance of currently available non-destructive and destructive treatment approaches for PFAS contaminated water is shown.
Non-Destructive Treatment Approaches
Destructive Treatment Approaches
Impacted Volume
PFAS Concentration Figure 14. Conceptual impact of volume on the relevance of currently available nondestructive and destructive treatment approaches for PFAS contaminated water (taken from (Horst et al., 2020))
b) Treatment of fire run-off water and equipment cleaning water
In this report, only feasible and mature techniques for the treatment of fire run-off and cleaning water (shown in Figure 13 in the green box) have been analysed in detail.
For both PFAS-contaminated water types it is assumed that a rather high PFAS-concentration is to be expected. For example, PerfluorAd is designed for treating water containing PFAS concentrations greater than 0.3 pg/L (Ross et al., 2018).
Available techniques focussing on in situ techniques for groundwater are not considered (e.g. activated carbon injection into aquifer''), as they lack market maturity and are not compatible with both types of water (Concawe, 2020). In addition, those technique for which no references were available for treatment of fire-extinguishing waters or water with PFAS concentrations within the range of fire-extinguishing waters have been also not analysed. According to Concawe, for the following techniques there are no reported case studies regarding fire-extinguishing water treatment:
17 According to the national geographic society an aquifer is an underground layer of water-bearing permeable rock, rock fractures or unconsolidated materials (gravel, sand, or silt). Groundwater can be extracted using a water well. The study of water flow in aquifers and the characterization of aquifers is called hydrogeology. See https://www.nationalgeographic.orq/encyclopedia/aquifers, accessed at 02.04.2021.
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Electrochemical degradation Sono-chemistry UV-radiation Plasma treatment These non-destructive and destructive treatment techniques have therefore not been considered. The techniques have been analysed and updated based on current available literature (predominantly the ITRC-guideline (ITRC, 2020) and a review of water treatment systems for PFAS removal from Concawe (Concawe, 2020)) and finally stakeholder input.
According to UBA, the treatment of high AFFF-contaminated water poses a challenge. With the help of electrocoagulation and filtration, the water was prepared to such an extent that it could be treated by reverse osmosis (degree of purification approx. 99.9 %) (UBA, 2020).
c) Fate of fire run-off water
One stakeholder from Germany indicated, that PFAS-contaminated fire run-off waters mostly enter the environment (both via WWTP and directly) and (company-owned or municipal) WWTPs. Those who use chemical and physical treatment methods only are not suited to appropriately handle PFASs. In his opinion, a more suited way of handling the run-off water would be to collect it and store it in silos, where it can be treated. However, he observed this only in rare cases. Legally, in Germany, the run-off water after an incident is the responsibility of the company in which the fire occurred.
Based on an article by Cornelsen, three cases are to be distinguished when the fate of runoff water is to be characterised (Cornelsen, 2021):
1. If the fire event occurs on unsealed surfaces and/or grounds that do not have retention facilities or catchment areas for the extinguishing water, it must be assumed that the extinguishing water will infiltrate into the subsoil and possibly also into the groundwater (see Figure 15). Following infiltration, the contaminated soil material may have to be excavated and then disposed of (e.g. landfilled or incinerated), as shown in Figure 16 or the groundwater may have to be cleaned up over many years by means of a pump-and-treat measure (see Figure 16).
2. If the fire occurs on a paved area and the extinguishing water flows directly to the natural receiving water via the storm drain system, there is no possibility of intervention and the environmental impact is immediate. If, however, the water enters a sewage system, it might be possible to collect the PFAS-contaminated extinguishing water in the basin systems of the wastewater treatment plant. For this, the necessary space would have to be available, the "wave of pollutants" would have to be collected in a targeted manner and diverted into the buffer basins. If this is not possible - which is likely to be the more frequent case in practice - then it must be assumed that a significant share of the PFAS substances will pass through the wastewater treatment plants without any targeted treatment of these non-biodegradable substances.
3. Companies that are subject to the Extinguishing Water Retention Directive (LoR0RL18) have bunding areas in which the extinguishing water can be temporarily stored. In the case of intermediate storage on site, various options can be selected for the subsequent handling of PFAS-contaminated extinguishing water.
18 LoRORL: Loschwasser-RCickhalte-Richtlinie" (in English: "Extinguishing Water Retention Guideline", an English translation is not available)
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a. Transport of the extinguishing water in silo vehicles to off-site water treatment plants: The so-called CP plants (chemical-physical water treatment plants) are mostly plants that accept process waters from trade and industry. In many cases, pre-treatment is carried out via a neutralization step prior to subsequent treatment in the public wastewater system. As a rule, such plants do not have a purposefully equipped process stage for the treatment of PFASs. Under such marginal conditions, a noticeable reduction of the PFAS load cannot be assumed.
b. Transport of the extinguishing water in silo vehicles to incineration plants: domestic waste incineration plants (850C), and hazardous waste or hightemperature incineration plants (1 100C).
c. On-site treatment of firefighting water with activated carbon (GAC). Theoretically conceivable and already implemented in some practical cases is the use of large-volume activated carbon filters for the treatment of PFAScontaminated firefighting water. Depending on the respective PFAS contamination and the so-called organic and inorganic background contamination of the extinguishing water, it may not be possible to achieve the treatment objective at all or the costs resulting from the treatment may assume considerable dimensions.
d. On-site treatment with the PerfluorAd process, in order to enable on-site treatment of PFAS-contaminated extinguishing water and also the use of activated carbon. For such and other applications, the PerfluorAd process was developed, which significantly reduces the content of PFASs as a pre-treatment stage, so that downstream process stages are significantly relieved and costs are reduced.
Figure 15. Outline of the entry of firefighting water into the subsurface if no retention facilities are available taken from (Cornelsen, 2021).
Figure 16. On the left, a representation of a soil excavation after successful infiltration of extinguishing water into the subsoil. On the right the pump and treat procedure is shown (Cornelsen, 2021).
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Another stakeholder from Germany indicated that there is awareness about PFAScontamination and that the water is treated with adequate responsibility. In Bavaria (and also Germany in general) fire water-containment measures are in place that need to follow the "Loschwasser-Ruckhalte-Richtlinie" (LoR0RL in english: "Extinguishing Water Retention Guideline", an English translation is not available). According to his knowledge the containment based on this guideline works (e.g. in industry plants), however, burning incidents involving large fires at facilities that are not covered by LoR0Ri are more problematic. As an example, he named scrap tire storages (LfU-Gierig-Interview, 2021).
A stakeholder from the UK (LASTFIRE) informed that during and after fires the water run-off containment has a lower priority than other concerns, at least this has been the case historically. However, adequate containment is possible in an industrial context but not followed in reality or not easy or cost-effective to implement fully. In general, the containment of the water is not a problem for smaller fires, where the quantity of water is small, but can be for big fires. This is due to the fact that the bunding might fail due to the high amount of water, or the bunding may not be sized to take account the large amounts of water required. For the successful containment of PFAS-contaminated fire run-off waters the type and architecture of bunding areas is of highest importance and should be based on the amount of foam and water (e.g. in firefighting ponds) stored in the facility or the amount of fire and water required for a particular fire incident scenario (this information should be retained in the site emergency response plan). Today, the size of bunding area is typically calculated to have a holding capacity of 110 % of the largest tank, or where there are multiple tanks in a single bund 25 % of the total capacity of the tanks, whichever is the greater. There are primary, secondary, and tertiary bunding types. The primary containment is the tank itself. The secondary containment is the bund and the tertiary containment is beyond the bund but is designed to either contain a spill or direct the flow to a designed catchment area where it can be managed. Some of LASTFIRE 's members have taken adequate measures to prevent overflow of water, by having tertiary containment - often following reviews from the Buncefield incident19. For jetty areas, the containment is even harder, and water would usually go nowadays directly to the sea.
Another stakeholder from Germany explained that a complete containment of PFAScontaining run-off water is not in line with his real-life experience. In more detail, he explained that most of the run-off water is forfeit during the operations. Further, the stakeholder explained that there is almost always contamination of soil and water (DUS-ValentinInterview, 2021).
3.2. Non-destructive method: Granular activated carbon (GAC) treatment
a) Background
The treatment of PFAS-contaminated water (or PFAS-containing firefighting foam) with activated carbon is based on the adsorption of a molecule on the surface of the activated carbon. This is facilitated by van-der-Waals interactions between the activated carbon and the target molecule. As these interactions can occur between any two molecules, a broad variety of compounds may be adsorbed, including some PFASs (mainly PFOS - see the technical performance paragraph below). This means that if a high concentration of other organic substances is present, the activated carbon becomes quickly fully loaded and unable
19 Large fire incident at the Buncefield oil storage depot in the UK. See description e.g. in the UK's authorities report (COMAH) undated
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to adsorb more molecules. As such, the PFASs compete with other contaminants for the adsorption on the activated carbon surface. The carbon is typically supplied as powdered activated carbon or as granulated activated carbon (GAC) carbon (US-EPA, 2020a, Analytik, 2019).
For the treatment with activated carbon the water to be treated is first filtered by a sand or multi-layered filter to remove non-solved contaminants, then sent through one or multiple activated carbon filters. By doing so, the solved contaminants including PFASs can adsorb to and saturate the surface of the activated carbon. If enough filters are installed in succession virtually all contaminants can be adsorbed out of the solution.
The active carbon spent is either sent to reactivation or high temperature incineration. During reactivation high temperatures are used to thermally desorb the contaminants, which allows the reuse of the activated carbon. The spent carbon is heated up to 800 C for around 35 - 120 minutes. The conditions hereby range from a pyrolysis atmosphere (no oxygen) to a mild oxidative atmosphere (low oxygen) to restore the original carbon pore-structure. An afterburner with temperatures between 880 - 1 316 C and a minimum residence time of 1 second is used to achieve a destruction rate of >99.99 % of the remaining contaminants. To what extent PFASs are destroyed under these conditions needs to be evaluated. Not all spent activated carbon can be reactivated. If the levels of organic halogens or metals is too high or the base carbon type is not suitable, a reactivation may not be possible. Alternatively, the activated carbon can also be incinerated via high temperature incineration. A reuse is therefore not possible (US-EPA, 2020a).
b) Technical performance
According to the ITRC-guideline, individual PFASs have different GAC loading capacities and corresponding breakthrough times (often defined as the number of bed volumes treated prior to detection in the effluent) (Eschauzier et al., 2012). GAC removal capacity for PFOS is greater than PFOA, but both can be effectively removed (McCleaf et al., 2017). In general, short-chain PFASs have lower GAC loading capacities and faster breakthrough times but could be effectively treated if changeout frequency is increased. There are currently no published studies on the effectiveness of GAC in removing cationic, zwitterionic, and anionic precursor compounds; however, a recent theoretical study suggests some precursors are unlikely to be effectively removed by GAC (Xiao et al., 2017) cited in (Ross et al., 2018).
Furthermore, also the organic background of the water needs to be considered as this also lowers the efficacy as other organic substances can also bind to the GAC (Ross et al., 2018). Under optimal conditions, i.e. using activated carbon with a high capacity potential, strongly adsorbing PFASs, few competitive contaminants, low organic levels and a high concentration in the to-be-treated water, loading rates of up to 0.1% can be achieved which corresponds to 1 g/kg of PFASs on the activated carbon. More realistic loading rates lie between 0,004 - 0,01 % (Analytik, 2019, Maga et al., 2021, LANUV, 2009).
According to Concawe, the US-EPA Health Advisory level for PFOS and PFOA (0.07 g/L) as well as the proposed EU drinking water threshold of 0.1 g/L for individual PFAS components (0.5 pg/L for total PFASs) are achievable by activated carbon treatment, but may require the use of several beds in series (Concawe, 2020). A PFAS removal rate of 99.9% has been documented for a fire-extinguishing water treated with granular activated carbon. However, this elimination rate has been determined after a very short operation time. The maximum operation time until material exhaustion has not been reported. While higher influent concentrations would lead to higher loadings of PFASs onto the carbon, the presence of numerous co-contaminants may lead to a reduction in the loading due to competitive sorption.
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According to ITRC, most GAC full-scale treatment system case studies to date are based on treatment of PFOA and PFOS in the impacted drinking water sources. As such, limited information is available regarding the treatment of other PFASs. The full-scale drinking water systems demonstrate that PFOA and PFOS can be removed to below analytical detection limits until breakthrough occurs. Treatment of groundwater impacted with PFASs from an AFFF release area contaminated with PFASs such as fire training areas may require complex pretreatment and more frequent change-outs (higher influent concentrations compared to influent for drinking water treatment systems) and higher operation and maintenance costs (ITRC, 2020).
c) Side products and emissions
The adsorption removal mechanism of GAC is not expected to transform precursors (for example, telomer alcohols) to terminal PFASs as would be the case when using advanced oxidation/reduction technology (ITRC, 2020).
Emission may however arise when the GAC is reactivated or incinerated. During the reactivation of GAC pyrolysis and gasification, conditions are applied to restore the surface of the carbon. Hereby the carbon is heated to temperatures around 800C under either a nonreactive (inert; no oxygen; pyrolysis) to mildly oxidising (steam and CO2; gasification) atmosphere. As the destruction of PFASs is achieved by completely oxidising all carbons of the PFAS molecule via the reaction with oxygen these processes may lead to different products. Especially under pyrolysis conditions where no oxygen is present, short-chain PFASs compounds and fluorinated gases may be formed.
Typically, the facilities are equipped with afterburners operating between 885 - 1 316 C with a residence time of at least 1 seconds where all remaining contaminants are ought to be destroyed. As the formation of short-chain fluorinated gases under the aforementioned conditions is likely, it needs to be assessed whether the afterburner conditions can adequately destroy these compounds (US-EPA, 2020b).
According to (Ross et al., 2018) research indicates that some PFAAs can be destroyed on GAC surfaces at temperatures as low as 700 C during the reactivation process. Destruction of volatized PFAAs (in the air phase) requires 1 100C; however, thermal reactivation kilns normally include after-burners for air pollution control, and these usually operate at temperatures above 1 100 C. Thus, a typical thermal reactivation process (800C to 1 000C reactivation temperature, plus an afterburner) seems to be well-suited for reactivating GAC that has exceeded its adsorption capacity for PFAAs. However, testing was not performed considering the wider range of PFASs, such as higher molecular weight (less volatile), polyfluorinated precursors reported to be associated with AFFF formulations. Data on whether these temperatures destroy all PFASs, including precursors potentially adsorbed to GAC, appears to be lacking.
One stakeholder indicated that the activated carbon is mostly imported from China, used, and then re-activated in the EU. Reactivation is more profitable than buying virgin products. To his knowledge, the reactivation takes place at temperatures around 600 C, which could lead to incomplete destruction of PFASs and the formation of PFAS-side products. This could also lead to atmospheric deposition and contamination of soil and water (Cornelsen-Interview, 2021).
d) Availability across the EU
Temporary and permanent GAC systems can be rapidly deployed and require minimal operator attention, if intensive pre-treatment is not needed (ITRC, 2020). Currently, GAC is a widely used water treatment technology for the removal of PFOS and PFOA, and, to a lesser
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extent, other PFAAs from water. Based on stakeholder input, activated carbon is mostly imported from China, used, and then re-activated in the EU. Reactivation is more profitable than buying virgin products (Cornelsen-Interview, 2021).
e) Costs
According to a recent report by the German Umweltbundesamt and Arcadis, the costs of treatment by GAC can vary considerably (UBA, 2020), e.g. from 0.40 - 2.30 /m3 in a pilot test. In another case, costs of < 0.06/m3 to 0.68 /m3 were found. Another study indicates the costs of sorption on activated carbon in the range of 0.24 /m3 (10 pg/L PFASs in raw water) to 0.78 (100 pg/L PFASs in raw water) (Q = 25 m3/h). This includes electrical energy, maintenance, and activated carbon consumption. Based on these numbers an average cost of 1.25 per m3 PFAS-contaminated water is assumed, as calculated as the average of the respective highest reported cost value.
f) Additional information and available case studies
Maga et al 2021 published a life cycle assessment comparing three treatment options for spent AFFF. In this study the authors compared the incineration, the treatment with granulated activated carbon and the treatment with PerfluorAd and subsequent activated carbon with one another. The focus was on the environmental impacts of the individual treatment methods e.g. greenhouse gas potential, resource depletion and emission of ionising radiation. In this study the treatment with GAC showed adequate results. GAC treatment emits large amounts of ionising radiation as most GAC is sourced from fossil coal deposits (Analytik, 2019). Additionally GAC treatment can deplete the ozone layer as during the disposal of GAC many short-chain side products may arise (Maga et al., 2021).
3.3. Non-destructive method: Ion exchange (IX)
a) Background
According to Concawe, no references were available for IX treatment of fire-extinguishing waters or water with PFAS concentrations within the range of fire-extinguishing waters have been reported (Concawe, 2020). However, as IX might be used as a secondary treatment after for example PerfluorAd, this method is shortly introduced as it is next to GAC the most established method. According to ITRC, IX is an effective sorbent for other contaminants and has historically been used for a variety of water treatment applications (for example, nitrate, perchlorate, arsenic). To date, IX for PFAS removal from water is limited to ex situ applications (ITRC, 2020). IX resin options for removal of PFASs include single-use and regenerable resins. Single-use resins are used until breakthrough occurs at a pre-established threshold and are then removed from the vessel and currently disposed of by high temperature incineration or by landfilling, where permitted. Regenerable resins are used until breakthrough but are then regenerated on site using a regenerant solution capable of returning the full exchange capacity to the resin. Temporary and permanent IX systems can be rapidly deployed.
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-P
PRETREATMENT
(If required) Fe, Mn sand filtration slightly PP,* removal
r I
SLUDGE
L-ppi DISPOSAL
(approx. 9.1%
I of influent vol
INFLUENT
100% PFAS
FURTHER TREATMENT of REGENERATE1 [c 0.1% of influent val.]
t REGENERATION
or INCINERATION
t
IP SPENT ADSORBENT up to 99% PFAS'
fixed-bed filter
01 TREATED WATER
1% PEAS
Figure 17. PFAS flow diagram for adsorption filtration with IEX /taken from (Concawe, 2020)).
There is a variety of IX resins available on the market. According to Dupont, the polymer matrix of an ion exchange resin generally falls into two categories - gel or macroporous. A number of resins, both gel and macroporous type, developed for this market have similar chemical properties to allow for improved PFAS selectivity (Dupont, 2020).
b) Technical performance
According to the Concawe report (Concawe 2020) and the literature cited therein, various anion exchangers have been identified with a higher adsorption capacity towards PFASs than activated carbons. The selective PFAS removal from contaminated waters by anion exchange works at both high PFAS concentrations of hundreds of mg/L as well as at low concentrations in the ng/L and g/L range. Similar to the adsorption onto activated carbon, the affinity of per- and polyfluoroalkyl sulfonates (PFSA) to ion exchangers is higher than those of per- and polyfluoroalkyl carboxylates (PFCA), and long-chain PFASs are absorbed preferably compared to short-chain PFASs. Treating groundwater, operation times up to 80 000 to 150 000 BV2 can be reached for the elimination of long-chain PFASs. However, retention of short-chain PFASs is lower and breakthrough starts at 10 000 to 30 000 BV. For ion exchange, the sorption kinetics for PFASs are relatively slow but it is still faster than adsorption on activated carbon. Fast sorption kinetics will result in a smaller filter geometry and therefore less investment costs. US and EU threshold value for PFOS and PFOA (0.07 to 0.1 pg/L) are achievable using ion exchange resins.
c) Availability across the EU
According to ITRC, Ion exchange technology has been used in the US since the late 1930s for common water treatment processes like softening, demineralization, and selective contaminant removal. The development and use of selective resins for PFAS removal is relatively new but already well established. As of 2019, a limited number of regenerable IX systems have been installed in full-scale applications after successful pilot testing. Collection
20 BV: bed volumes. In Concawe report the bed volume is the throughput of water that can be treated with a filtering medium until the breakthrough of the target PFAS compound(s).
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of data on longer term treatment and on-site regeneration of the IX resin is ongoing at a case study site. Also, according to UBA, groundwater purification by means of ion exchangers is a common and widely used process. However, they have only rarely been used in Germany for the remediation of PFAS contamination. Accordingly, only limited experience is available from remediation on a technical scale. Due to the growing experience with this process, especially in Australia, it can be expected that ion exchangers will be used more frequently in the future (UBA, 2020).
d) Side products and emission
In single-use applications, the IX resins are loaded with the PFASs and must be disposed for final destruction using high temperature incineration in HWI. It is noted that the IX resin vendors normally cooperate with specialist licensed waste handling companies that can organize the resin disposal (ITRC, 2020). Treatment costs might be lower when regenerating and re-using the ion exchanger resin. The binding of PFASs to ion exchangers is not only affected by the intended electrostatic interactions, but also by hydrophobic interactions with the backbone of the ion exchanger (UBA, 2020). Therefore, for a sufficient regeneration the use of an organic solvent such as methanol or ethanol is required adding to the complexity and cost. Also, these solvents would also need to be treated (ITRC, 2020).
e) Costs
The material costs of ion exchangers are about 12 /kg and thus about 3 times higher than the average costs of activated carbon. Using the above information, it is estimated that groundwater treatment costs for long-chain PFASs of 0.05 to 0.1 per m3 PFAS-contaminated water and for short-chain PFASs of 0.25 to 0.8 per m3 PFAS-contaminated water respectively (Concawe, 2020). Based on these numbers an average cost of 0.45 per m3 PFAS-contaminated water (for both long- and short-chain PFASs) is assumed. According to UBA, the total costs for ion exchangers compete with the costs for the sorption of the PFASs on activated carbon. Even if the activated carbon process is less efficient and requires more sorption material, in the end it could be cheaper (UBA, 2020). However, there are no actual costs cited.
3.4. Non-destructive method: Precipitation - PerfluorAd
a) Background
The principle behind the precipitation of PFASs is to introduce a molecule which can bind to the charged moiety (e.g. sulfonic acids). By doing so, the PFAS molecule interacts with added cations via electrostatic and intermolecular interaction, becomes insoluble and precipitates. The affinity to bind to this cation depends on many factors such as molar mass, functional groups, amount of charges etc. The precipitate can be mechanically filtered and be removed from the PFAS solution.
Cornelsen Umwelttechnologie GmbH is a specialist supplier of systems, technologies, products and services for the remediation, water filtration and landfill leachate sectors located in Essen, Germany. Cornelsen together with the Fraunhofer-Institute UMSICHT developed a technology based on this principle called PerfluorAd (in the following called PerfluorAd). At Cornelsen's home webpage detailed information is accessible (in German and English). In addition to that, the technique is also described in scientific literature and Mr. Cornelsen has also been interviewed by Ramboll. According to Mr. Cornelsen, the technique is used mainly for highly PFAS-contaminated water (also with an optional organic background level). Highly PFAS-
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contaminated water means here values in the higher range of g/I. PFASs can be removed from contaminated waters with efficacies of 80-90 % and can be then subjected to further treatment like GAC and ion exchange. In Figure 18 a schematic overview of an GAC with PerfluorAd Pre-treatment stage is given.
PerfluorAd
I treated water
Figure 18. Schematic overview of an Activated Carbon Plant (GAC) with PerfluorAd Pre-treatment Stage (taken from Cornelsen)
Highly PFAS-contaminated water can be for example fire run-off water or water from PFASrelated cleaning from technical equipment.
According to the stakeholder, low PFAS-contaminated water is not the primary subject to PerfluorAd. Therefore, most groundwater contamination is not suited to be treated by PerfluorAd. GAC and techniques using ion exchanger (and combinations) are better suited. Also, AFFF-concentrates are not suited for PerfluorAd and would, theoretically, need to be diluted because the concentration of PFAS- and non-fluoride organic surfactants would be too high. Direct incineration is the preferred option for the PFAS firefighting foam concentrates (Cornelsen-Interview, 2021). PerfluorAd changes the solution equilibrium of PFASs in water. The reaction modes are precipitation and flocculation, mainly based on ion ionic interaction. The reaction is nondestructive, meaning that the chemical composition of the PFAS substance is not changed. In addition to PFASs, PerfluorAd also removes other non-fluorinated surfactants which are present with PFAS-surfactants in AFFF-products (Cornelsen-Interview, 2021).
A cationic compound mix consisting of different di- or triethanolamine quats (TEA) based vegetable fatty acids is added to the PFAS-containing water. These fatty acids have the advantage of being biodegradable and synthesised from sustainable sources (Maga et al. 2021). The charged PFAS molecules interact with the positively charged "head" of the ethanolamine quats and precipitate (see Figure 19). The combination ratio thereby is not always 1:1.
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fi
r
V. I1
I
I
IF F IF F
Il 0
I
F
i
.."
F FF FF F
09 07 ."
Figure 19. The interaction between the PFAS molecule (below shown for the example of 6:2 FTS) and the added cation (taken from Maga et al 2021)
Depending on the PFAS-concentration, precipitant is added and is as such scalable. After precipitation the precipitated flakes can be filtered out (sand filter) and sent to high temperature incineration.
b) Technical performance
In general, the removal efficiency of PerfluorAd is depending on the chain length and the polarity of the PFASs. The long-chain sulfonic acids (PFAAs) show the best removal efficacy. The same effect is also observed when using GAC (Cornelsen-Interview, 2021).
The PerfluorAd precipitating agent is specific for charged molecules so that in a recent experiment with diluted a 1% diluted AFFF only 1.1 % of the dissolved organic carbon was precipitated. According to Cornelsen, in the dosing range between 1.5 and 2.5 g/l PerfluorAd, elimination rates of approx. 99% for total PFASs (without "Capstones") are achieved. With this dosage, an elimination rate of approx. 80% is achieved for "Capstones" and 87% for organically bound fluorine (see Figure 20) (Cornelsen 2021)
elimination 1%]
99.8
100
87.0
total PFASs (23 substances)
80.5
78.3 75
sum of Capstone A (DPOSA) .8 (CDPOS)
AOF (adsorbable organically bound FIUOI mei
Organic bound Fluonne
SO Cationic Surfactant
34.2 Anionic Surfactant (MBAS)
25 DOC (Dissolved organic carbon)
1.1
0
Figure 20. Elimination rates for different parameters [%] at an optimal dosing rate of 2.0 gil PerfluorAd applied on a 1% AFFF premix (taken from (Cornelsen 2021)) The dosage ranges from 25 mg/L to 2 g/L and can be optimised for different PFAS concentrations and the water matrix to obtain higher elimination rates. The process is primarily designed for treating water containing PFAS concentrations greater than 0.3 pg/L (Ross et al., 2018). PerfluorAd is used as the first PFAS treatment step within a treatment train. Thus, this process is not intended to achieve final target threshold values (e.g. 0.1 g/L) as it is recognised that a further treatment step is required (Ross et al., 2018). The time to
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precipitate the containing PFAS ranges from 10 - 30 minutes depending on the water matrix and containing pollutants (WVF, 2019).
These values represent optimal removal efficiencies and are however dependent on the correct amount of PerfluorAd based on the PFAS-concentration in the solution. Too high or too low amounts of PerfluorAd can negatively affect the efficiency of the process. Additionally, the precipitate shows a higher selectivity toward long-chain PFASs and has lower efficiencies for short-chain PFASs (Maga et al., 2021, Cornelsen, 2020).
The precipitate (sludge) can then be treated by high temperature incineration. The advantage with this is, that only the precipitated PFASs including cationic counterpart need to be incinerated instead of incineration the whole AFFF solution/ run-off water, including its water content. This decrease in volume of PFAS-contaminated water to be incinerated is likely to lead to the reduction of the overall cost for the treatment of the PFAS-contaminated water. However, this also depends on the maximum residual PFAS concentration which needs to be achieved.
c) Side products and emissions
The precipitation techniques cannot destroy or mineralise any PFASs. It instead enables the removal of the PFASs from a water solution by precipitation. According to Martin Cornelsen, measurements and calculations of mass balances show that there are no side reactions or loss of reaction partners (PFASs & PerfluorAd substance). The incineration of the precipitate or spent activated carbon may however lead to the formation of products of incomplete combustion.
d) Availability across the EU
The active ingredient is produced in the EU and according to Mr. Cornelsen, there are no limitations regarding its availability.
e) Costs
The substance costs around 10-25 /kg, depending on the purchased quantity. However, the active ingredient is not the only limitation criteria. According to Mr. Cornelsen, the costs are more related to the manpower and material (including for example the activated carbon). For the entire PerfluorAd/activated carbon system, operating costs (depending on the activated carbon used) amounted to < 0.055 - 0.68 per m3 of treated water, of which approx. 0.04 /nn3 is attributable to PerfluorAd (UBA, 2020).
f) Additional information and available case studies
Maga et al 2021 published a life cycle assessment comparing three treatment options for spent AFFF. In this study the authors compared (1) the incineration, (2) the treatment with granulated activated carbon and (3) the treatment with PerfluorAd and subsequent activated carbon. The focus was on the environmental impacts of the individual treatment methods e.g. greenhouse gas potential, resource depletion and emission of ionising radiation. In this study, the PerfluorAd technology with subsequent active carbon treatment performed the best of the analysed treatment methods in nearly all investigated impact categories.
Remediation of PFAS-contaminated groundwater under the Nuremberg Airport Fire Department's firefighting training area: the groundwater underneath the firefighting training area at Nuremberg Airport has been contaminated by PFASs due to the use of fluorine-containing firefighting agents over many years. A mobile groundwater
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remediation system based on the PerfluorAd principle was made available, thereby remediating the groundwater. The initial PFAS concentration in the groundwater was more than 600 pg/I for the sum of the PFASs. With the PerfluorAd treatment alone, the PFAS load is reduced to 41 pg/I (i.e., by 93.5%). After the final activated carbon stage (GAC for granulated activated carbon), PFAS contamination is no longer measurable.
3.5. Non-destructive method: foam fractionation and ozofractionation
a) Background
Foam fractionation and ozofractionation are technologies that take advantage of the foamforming properties of PFASs. The process selectively separates PFASs from water by injecting compressed air (foam fractionation) or ozone (ozone fractionation) into the water in the form of air bubbles. PFAS surfactants adhere to the bubble walls and are thus transported to the surface (see Figure 21). The PFAS-enriched foam is collected at the water surface for further destruction-based treatment. The treated water typically goes through a further treatment step (e.g. GAC)(Concawe, 2020).
In the case of ozofractionation, precursors (also PFASs) are transformed to the perfluoroalkyl carboxylic (PFAA) and sulfonic acids (PFSA). Those PFASs remain in the system and are concentrated and discharged in the gas bubbles. Ozone can also promote the degradation of accompanying organic contaminants. Due to the small size of the gas bubbles (diameter < 200 m), the total mass of the ozone bubbles has a large gas-water interface. At the surface of the water phase in the reactor, the PFASs are therefore concentrated in a small, separable volume.
4 Figure 21. Illustrative Concept of foam fractionation (taken from (UBA, 2020))
b) Technical performance
On a technical scale (Figure 22), the ozone fractionation consists of several reactors connected in series with continuous flow, into which ozone is introduced as bubbles. The PFAS concentrate as highly PFAS-contaminated foam floats on the liquid surface of the reactors. From the surface, the bubbles get extracted via vacuum, are further concentrated and can be fed to a further destructive treatment. The volume of the concentrate is 0.5 - 2 % of the inflow volume. The ozofractionation process alone usually cannot achieve the required PFAS concentrations and a supplementary process stage is needed. The gas phase is released into the atmosphere via an activated carbon adsorber. As a rule, the last process stage of the water phase is an activated carbon adsorber to capture the remaining PFAS residues to achieve the required discharge values. If impurities are still present, the process can be extended by further process stages if required.
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Figure 22. Ozofractionation process concept (taken from (UBA, 2020)).
For long-chain PFASs such as PFOS and PFOA, a purification level of 99.9 % has been achieved (Evocra, 2017). For the ozofractionation stages alone, a purification level of > 98.7 % was always achieved. The short-chain PFASs can be removed better with ozone than with air (Ross et al., 2018). The results further indicate that, for PFAS concentration levels below 0.3 pg/L, high elimination down to a few ng/L could still be achieved (Evocra, 2017).
Similar to the precipitation with PerfluorAd, ozonofraction has an economic advantage at very high PFAS concentrations (which would be the case in PFAS-contaminated fire run-off water and water from cleaning processes). The process is not only suitable for the treatment of water, but also for sludge with a solids content of up to 20 %. The fractionation reactors separate the liquid from the solid phase. Small particles get into the foam concentrate and are removed with it. Coarse particles sediment at the bottom of the reactors and are removed from there. Unlike many other processes, the degradation of an accompanying organic contamination does not significantly affect the PFAS removal level. The disadvantage is that a waste product (PFAS zone foam concentrate) is produced which must be disposed of separately (UBA, 2020).
Based on desktop research, it seems that the ozone is introduced to the reaction by adding of "Arcadis Solvent V171". The mixture has the following hazard statements: H227 (combustible liquid), H319 (causes serious eye irritation), H336 (may cause drowsiness or dizziness) and AUH019 (May form explosive peroxides) from (Arcadis, 2019)). AUH019 is an Australian-specific H-statement and equals the European EUH019 (also may form explosive peroxides).
Foam fractionation uses compressed air and is commercialized by the Australian company OPEC systems, allowing a continuous on-site treatment process in a containerized system. The treatment system is called Surface Active Foam Fractionation (SAFF). The operation mode of the system can be adjusted to manage a broad range of total detectable PFAS influent concentrations (0.1 to 100 000 pg/L). The residence time per reactor vessel ranges from 5 to 30 minutes. PFAS-enriched foam is removed with a vacuum extraction system (Concawe, 2020).
According to the Concawe report and literature cited therein, for both methods, depending on influent concentrations, the US-EPA Health Advisory levels for PFOS and PFOA (0.07 pg/L) as well as the proposed EU drinking water threshold of 0.1 pg/L for individual PFAS compounds (0.5 g/L for total PFASs) are achievable without additional treatment steps. However, both technologies usually include a final treatment step, resulting in removal efficiencies of 99.9%
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to 99.99%. Very high influent concentrations might be managed via a multi-stage fractionation process (Concawe, 2020).
c) Side products and emission
Foam fractionation and ozofractionation are non-destructive techniques. In the case of ozofractionation, the PFAS-ozone bubbles are drawn off (vacuum extraction) and further concentrated and can be fed to a further destructive treatment. The volume of the concentrate is 0.5 - 2 % of the inflow volume (UBA, 2020).
d) Availability across the EU
According to UBA and Arcadis, the ozofractionation process has already been tested on a technical scale in Australia. According to the available documentation, the process appears to be ready for the market. However, as it is generally the case with newest technologies, there is a lack of supplier-independent studies to verify its effectiveness. The supplier in Australia is a company called Evocra21, which signed a strategic exclusive agreement in 2019 with Arcadis.
Foam fractionation is not available at technical scale. However, limited field trials show promising results (OPEC-Systems, 2020).
e) Costs
Ozofractionation is a relatively complex technology which operating costs are significantly higher than those of alternative market-ready technologies (e.g. GAC) but this cannot be assessed in details due to lacking data (UBA, 2020).
f) Additional information and available case studies
The technique has been used in several cases in Australia and one in the UK, this involved (based on the results of the desktop search within this project): A large-scale implementation of ozofractionation at an airport in Australia using a NF unit
for polishing to treat PFAS affected surface water and wastewater achieved a removal efficiency of 97% for the sum of 28 PFASs with inlet concentrations of 100 to 5 400 pg/L22. Water remediation at a fire training site23 22 000 liters of PFAS firefighting foam concentrate escaped from a failed deluge system within an airport hangar24. Contamination stemming from an airport in the UK (Guernsey island)25
21 See Evocra Internet site https://evocra.com.au/case-studies/pfas, last accessed 01.04.2021
22 See https://www.arcadis.com/en-au/knowledge-hub/bloci/australia/jason-lagowski/2020/its-a-gasozofractionation-as-an-effective-pfas-treatment-method, last accessed 01.04.2021 23 See presentation at http://adelaide2019.cleanupconference.com/wpcontent/uploads/2019/09/T31e.pdf, last accessed 01.04.2021 24 See presentation https://www.arcadis.com/en/projects/australia/for-translation-aus/pfasremediation-for-australian-aviation-client , last accessed 01.04.2021 25 See presentation https://www.arcadis.com/en/projects/europe/united-kingdom/protectingguernseys-water-from-pfass , last accessed 01.04.2021
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3.6. Destructive approaches: incineration
The details of PFAS waste incineration techniques are explained in Appendix 2 and are in principle applicable also to PFAS-contaminated firewater run-offs and equipment cleaning water. However, as the concentration of PFASs in this waste is considerably lower than in firefighting foam concentrates, literature indicates that in some cases non-destructive techniques are used to lower the to be incinerated volume and related costs.
3.7. Conclusion on the disposal techniques of PFAS-contaminated fire run off and equipment cleaning water
The following conclusions can be made for available disposal options for PFAS-contaminated (fire run-off and cleaning) water:
Fire run-off and equipment cleaning water are usually highly PFAS-contaminated compared to, for example, groundwater contaminations. Based on this, certain remediation techniques for groundwater can be used also for run-off and cleaning water.
GAC can also be used for all PFAS-contaminated run-off and cleaning water. However, the efficiency is lower for PFAAs (carboxylic acid) in general and short-chain PFASs. For other PFASs (e.g. zwitterionic) no data is available. One stakeholder indicated that when GAC is reactivated (using 800 C), PFASs could be emitted (Cornelsen-Interview, 2021).
Ion exchange (IX) is generally suited for PFAS-contaminated run-off and cleaning water. However, no caste studies are available. Based on the type of PFASs, various IX-matrices are available. IX is believed to be four times more expensive that GAC, when only the material is considered. According to UBA, the total costs for ion exchangers compete with the costs for the sorption of the PFASs on activated carbon. Even if the activated carbon process is less efficient and requires more sorption material, in the end it could be cheaper (UBA 2020). However, there are no actual costs cited.
GAC and IX are generally based on column beds to which PFASs adsorb. To achieve certain PFAS-levels several beds in series must be used. With both techniques proposed EU drinking water threshold of 0.1 pg/L (0.001 ppm) for individual PFAS components (0.5 g/L for total PFASs) are achievable but may require the use of several beds in series. The material cost for GAC is around 0,41 - 3,68 /kg. According to a recent report by the German Umweltbundesamt and Arcadis, the cost for the remediation can vary considerably (UBA, 2020), for example from 0.40 - 2.30 /m3 in a pilot test. In another case, costs of < 0.06/m3 to 0.68 /m3 were found. Another study indicates the costs of sorption on activated carbon in the range of 0.24 /m3 (10 g/L PFASs in raw water) to 0.78 (100 pg/L PFASs in raw water) (Q = 25 m3/h). This includes electrical energy, maintenance, and activated carbon consumption. Based on these numbers an average cost of 0.85 per m3 PFAS-contaminated water is assumed, as calculated as the average of the respective cost values.
For IX, material cost is about 12 /kg and treatment costs for long-chain PFASs of 0.05 to 0.1 /m3 and for short-chain PFASs of 0.25 to 0.8 /m3 respectively. Based on these numbers an average cost of 0.45 per m3 PFAS-contaminated water (for both long- and short-chain PFASs) is assumed.
To minimize the load (and therefore costs) of GAC/IX, precipitating agents like PerfluorAd can be used. The active ingredient changes the solubility of PFASs. PFASPerfluorAd sludge can be incinerated. The water then is then further treated with
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GAC/IX (treatment train). For the entire PerfluorAd/activated carbon system, operating costs (depending on the activated carbon used) amounted to < 0.055 - 0.68 per m3 of treated water, of which approx. 0.04 /m3 is attributable to PerfluorAd.
Ozonofraction generates ozone bubbles which are considerably smaller than regular air-bubbles, where PFASs remain at the gas-water interface. The bubbles containing the PFASs can then be physically removed. The water is further treated with GAC/IX (treatment train). For PFAS concentration levels below 0.3 pg/L, high elimination down to a few ng/L could still be achieved. No information is available for the costs of this technique, however, ozonofraction is a complex technology whose operating costs are significantly higher than those of alternative market-ready technologies (e.g. GAC), but this cannot be assessed due to lacking data.
PFAS-contaminated fire run off and cleaning water can also be directly incinerated. The cost for the disposal of 1 liter of PFAS-based AFFF are currently in the range of 0.2-2 11 (around 200-2 000 /m3), it can be assumed that the same costs apply to fire run-off water.
Based on the available data, the direct incineration of PFAS-contaminated run-off water would be the most expensive disposal alternative (200-2 000 /m3). According to (UBA, 2020) GAC and IX are comparable in costs (although material costs differ). For GAC, an average cost of 0.85 per m3 of PFAS-contaminated water is assumed (three projects considered). For IX an average cost of 0.45 per m3 PFAScontaminated water (for both long- and short-chain PFASs) is assumed.
Based on available data, the combination of PerfluorAd and GAC is the cheapest technique with an average reported cost of < 0.055 - 0.68 per m3 of treated water, of which approx. 0.04 /m 3 is attributable to the PerfluorAd. The cost depends on the activated carbon used. Based on these numbers an average cost of 0.37 C per m3 PFAS-contaminated water (for both long- and short-chain PFASs) is assumed.
In Annex section E.4 a summary table of the disposal techniques for PFAS firefighting foam concentrate, fire run-off and equipment cleaning water is provided.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Appendix 4. Detailed foam transition timescales (from industry) (source: Wood 2020)
The following table has been provided as stakeholder input by an industrial end user and is reproduced in this report with kind permission from that stakeholder. Note that the table reflects the views of that stakeholder. Conclusions of the authors of this study are presented in the main body of the report.
Key
Research/Testing Modification to Standards, legislation etc Development of Guidance/data gathering Site Specific Tasks Other Milestones
Task
Formal Start of Transition and Introduction of Legislation
Manufacturer development of FF products
Validation of performance based small scale acceptance testing tanks
Validation of performance based small scale acceptance testing aviation
Notes
t-4 t-3 t-2 t-1 T
Assumed start date. If delayed, then subsequent phases would be delayed also
Ongoing/continuous
t+1 t+2 t+3 t+4 t+5 t+6 t+7 t+8 t+9 t+10
Already done by LASTFIRE for tanks, using conventional application methods
Some work done by aviation authorities but needs greater full acceptance.
ii.
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Task
Notes
t-4 t-3 t-2 t-1 T
Validation of performance based small scale acceptance testing general purpose use (municipal brigades)
Effectively already completed as EN 1568 performance based
Establishment of formulations and effects of different foam types
PERF work in progress for oil industry, but relevant to all sectors
Acceptability criteria for PFASs, etc By regulator
Full environmental effects data for new concentrates and acceptability criteria
Regulator needs to be precise on requirements so that foams can be tested before introduction of legislation
Small Scale Testing and selected large scale testing with a range of fuels including water soluble.
LASTFIRE is about to embark on this sort of programme working with German Industrial Firefighters et al.
Large scale testing of proven foam concentrates and monitor application to deep seated (deep fuel) fires
Planning this with GESIP and others
Approvals Listings
Critical in some areas globally and in some industries
t+1 t+2 t+3 t+4 t+5 t+6 t+7 t+8 t+9 t+10
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Task
Notes
t-4 t-3 t-2 t-1 T
Modification of standards and system design/acceptance criteria
LASTFIRE working with NFPA and EN EN strictly already in place as EN 13565 refers back to EN 1568 performance criteria NFPA requires further work
Stop using PFAS foams in training
No more PFAS foams used in training
Stop using PFAS foams in system testing or, if PFASs is still in place ensure total containment and appropriate treatment
Every effort should be made to minimise the need for discharging PFAS based foams in system testing, even when full containment is available
No more PFAS foams used in system testing
Review and revision of site ERPs including containment issues
Suggest this should be a requirement early on in transition to minimise current usage
Replacement of stocks with FF
Development of company/site long term plan for transition
We suggest this should be a regulatory requirement on a site specific basis
t+1 t+2 t+3 t+4 t+5 t+6 t+7 t+8 t+9 t+10
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Task
Notes
Development of site programme/instructions to control stocks and use of PFAS foams, risk assessments, control/mitigation measures, containment and collection, disposal etc.
Completion of Site Specific Transition Plans
Should include milestones and reporting
Development and acceptance of alternative technology options using Fluorine Free Foam with appropriate testing
LASTFIRE ongoing programmes with CAF, Sef Expanding Foam, Hybrid Medium Expansion, etc.
Development of guidance on proven and accepted methods of cleaning foam tanks and equipment
Development of guidance on appropriate disposal routes
Management of change evaluation and programme to ensure compatibility and effectiveness of every foam system
Companies are already beginning to evaluate this recognising the current situation
Transition to Fluorine Free for first strike application to small incidents
No more PFAS foams used for small incidents
t-4 t-3 t-2 t-1 T I
t+1 t+2 t+3 t+4 t+5 t+6 t+7 t+8 t+9 t+10
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Task
Notes
t-4 t-3 t-2 t-1 T
Full corrosion and materials compatibility data of new concentrates
See LASTFIRE Typical procurement specification
Testing of compatibility of applying different foams to an incident simultaneously
Compatibility of concentrates data
Not good practice to mix concentrates anyway, but perhaps useful for commercial reasons
Agreement of accepted disposal routes
Fire testing with site specific fuels and equipment
Roll out of site management of change programme/instructions
Disposal of existing concentrates
Possible development and management of interim strategic stock holdings
Although no formal plans, an option to still have current foams available if there are concerns might be for industry to develop strategic, well managed and controlled stock for major incidents. This would have to include plans for containment and immediate clean up if the stock was to be used.
t+1 t+2 t+3 t+4 t+5 t+6 t+7 t+8 t+9 t+10
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Task Completion of Transition
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Notes
t-4 t-3 t-2 t-1 T t+1 t+2 t+3 t+4 t+5 t+6 t+7 t+8 t+9 t+10
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Appendix 5. List of international standards for firefighting foam performance (from Wood et al. 2020)
International Fire-fighting
Foam Standards
Underwriters Laboratory
International Civil Aviation Organization
EN 1568
UL162
ICAO Level ICAO Level ICAO Level A
Part 1
Part 2
Part 3
Part 4
Description
Sector(s) applicable Type(s) of fire / fuel Type(s) of foam
Area applicable
UL 162 is an Internationally recognised test method carried out
by the UL (Underwriters Laboratory), an independent not-
for-profit organisation.
In the UK, the CAA (Civil Aviation Authority) requires a foam concentrate for use in Civilian Airports to be tested using potable (fresh) water to ICAO Level A, B or C.
Offshore platforms
Heptane fire, or polar solvent All
Onshore Civilian Airports Heptane
fire All
Onshore Civilian Airports Heptane
fire All
Onshore Civilian Airports Heptane
fire All
European Standard that critically tests a foam for both extinguishment and burnback in sea and potable (fresh) water
All
All
All
All
Heptane fire Heptane fire Heptane fire Acetone fire
Medium expansion foam for use on waterimmiscible liquids
High expansion foam for use on waterimmiscible liquids
Low expansion foam for use on waterimmiscible liquids
Low expansion foam for use on watermiscible liquids
50 sq. feet
2.8m2
4.5m2
7.32m2 4.52 m2
4.52 m2
4.52 m2
1.72 m2
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International Fire-fighting
Foam Standards
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Underwriters Laboratory
International Civil Aviation Organization
EN 1568
UL162
ICAO Level ICAO Level ICAO Level A
Part 1
Part 2
Part 3
Part 4
Application conditions
Application Rate (L/min/m2) Discharge Rate (L/min) and duration Extinguring time (with flickers) Extinguishing time (full) Pre-burn time
Using a freeze protected foam with potable (fresh) and sea water
1.63 18.6 (180 s)
<180 seconds 60 seconds
Foam concentrate
for use in Civilian Airports to be tested using potable (fresh) water
4.1
11.4 (120 seconds)
<60 seconds
<120 seconds 60 seconds
Foam concentrate
for use in Civilian Airports to be tested using potable (fresh) water
2.5
11.4 (120 seconds)
<60 seconds
<120 seconds 60 seconds
Foam concentrate
for use in Civilian Airports to be tested using potable (fresh) water
1.75
11.4 (120 seconds)
<60 seconds
<120 seconds 60 seconds
2.52L/min/m2 60 seconds
2.52L/min/m2 60 seconds
2.52L/min/m2 60 seconds
6.6L/min/m2 120 seconds
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International Fire-fighting
Foam Standards
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Underwriters Laboratory
International Civil Aviation Organization
EN 1568
Burnback test (and waiting time) 20% Reignition Time (mins) Nozzle type
Nozzle pressure (Kpa) Degradation considered
Pass/Fail test?
UL162
ICAO Level ICAO Level ICAO Level A
Yes (20% in 300 seconds); 540 seconds
Yes, 2 minutes
>5
Yes, 2 minutes
>5
Yes, 2 minutes
>5
Part 1
Part 2
Part 3
Part 4
Hose nozzles, monitors Not specified
"Uni 86" Foam Nozzle" 700
"Uni 86" Foam Nozzle" 700
"Uni 86" Foam Nozzle" 700
"Uni 86" Foam Nozzle"
"Uni 86" Foam Nozzle"
"Uni 86" Foam Nozzle"
"Uni 86" Foam Nozzle"
No
No
No
No
Yes
No
No
No
Not a pass or Not a pass Concentrates Concentrates
fail standard or fail
are allocated are allocated
standard
grades of
grades of
performance, performance,
ie Grade 1-4 ie Grade 1-2
for
for
extinguishing extinguishing
performance performance
and Grades and Grades
A-D for
A-C for
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International Fire-fighting
Foam Standards
Frequency of monitoring/ conformity testing Sea water or powder compatibility
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Underwriters Laboratory
International Civil Aviation Organization
EN 1568
UL162
3 months Sea water
ICAO Level ICAO Level ICAO Level
A
B
C
Part 1
N/A
N/A
N/A
Part 2
Part 3
Part 4
burn back resistance. 1A is the highest achievable grade
burnback resistance. 1A is the highest achievable grade
No test protocol provided
No test protocol provided
No test protocol provided
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
International Maritime Organization
CAP 437
Defense Specification
(US)
National Fire Protection
Agency (NFPA)
ISO - 7203
Description
Sector(s) applicable Type(s) of fire / fuel
IMO MSC.1/Circ.
1312
IMO MSC Circ.670
These standards ensure that foam used at sea is fit for purpose and takes into consideration performance with sea water induction and temperature conditioning (accelerated ageing).
Maritime
Maritime
CAP 437
For UK offshore helidecks, the standard adopted by the Civil Aviation Authority (CAA) is CAP 437 -- Standards for Offshore Helicopter Landing Areas, Chapter 5, paragraph 2.6. Offshore Helidecks (UK)
Type(s) of foam
MIL-F-24385
MIL-F-24385 is a US Defence Test Specification that critically tests AFFFs for both extinguishment and burnback in sea and potable (fresh) water.
Defence
Heptane fire, Unleaded petrol
NFPA 11
72031
NFPA 11 is an internationally recognised US Standard for Low-, Medium-, and High-Expansion Fire Fighting Foam.
72032
72033
72034
Area applicable
Application conditions
Application Rate
2.52
2.52
(L/min/m2)
Tested in sea water and freeze protected
Using foam with potable and sea water. 1.65 or 2.91
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
International Maritime Organization
CAP 437
Defense Specification
(US)
National Fire Protection
Agency (NFPA)
ISO - 7203
Discharge Rate (L/min) and duration Extinguishing time (with flickers)
Extinguishing time (full) Pre-burn time
Burnback test (and waiting time) 20% Re-ignition Time (mins)
Nozzle type
IMO MSC.1/Circ.
1312
11.4 (300 sec +/- 2)
IMO MSC Circ.670
11.4 (300 sec +/- 2)
Depends on class
Depends on class
"Uni 86" Foam Nozzle"
"Uni 86" Foam Nozzle"
CAP 437
MIL-F-24385
7.57 (90 seconds)
Depends on pan; <30; <50 10 seconds Yes (25% in 360 seconds); 60s
NFPA 11
Nozzle pressure (Kpa) Degradation considered
630 +/- 30 630 +/- 30
680
Yes- requires a result of 50% or greater fora BOD/ COD ratio
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72031
72032
72033
72034
"Uni 86" Foam Nozzle
"Uni 86" Foam Nozzle
"Uni 86" Foam Nozzle
"Uni 86" Foam Nozzle
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
International Maritime Organization
CAP 437
Defense Specification
(US)
National Fire Protection
Agency (NFPA)
ISO - 7203
Pass/Fail test?
Frequency of monitoring/ conformity testing Sea water or powder compatibility
IMO MSC.1/Circ.
1312
IMO MSC Circ.670
Sea water (if Sea water (if compatible) compatible)
CAP 437
MIL-F-24385
NFPA 11
72031
72032
72033
72034
Sea water, powder
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Appendix 6. List of alternative firefighting foam products available on the EU market, as identified by Wood et al. 2020 in the consultation responses
Product ECOPOL BIO FOR
BIO FOAM BIO T3 BIO T6
RE-HEALINGT" RF3, 3% Low Viscosity Foam Concentrate
PROFOAM 806G Sthamex F-15 Sthamex F-6 Testschaum V
Manufacturer/Supplier Bio-ex Bio-ex Bio-ex Bio-ex Bio-ex Solberg
Gepro Group Dr. Sthamer Dr. Sthamer Dr. Sthamer
Freedol SF Freedol
Freefor SF Hyfex SF Freedex SF Respondol ATF 3-3 Respondol ATF 3-6 High Combat A Jetfoam 1% Jetfoam 3% Jetfoam 6% Syndura Expandol LT Expandol Forexpan Trainol-3
3F 3F 3F 3F 3F Angus fire Angus fire Angus Fire Angus fire Angus fire Angus fire Angus fire Angus fire Angus fire Angus fire Angus fire
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Product Trainol-6 TF 3 TF 6 TF 90
Unipol FF 3/6 TF 136 EE-3 SF-60 L H-930 RFC-105
CAFOAM Unipol FF 1 Class A Plus
Extreme DeltaFire Schaumgeist Sthamex F-6 Sthamex F-15 Sthamex F-20 Sthamex F-25 Sthamex-class A Moussol FF 3x6
Fettex Ubungsschaummittel-N Ubungsschaummittel-U
Sthamex - K iFoam
Greenagent Technology
Manufacturer/Supplier Angus fire Angus fire Angus fire Angus fire Auxquimia Auxquimia Auxquimia Auxquimia Auxquimia Auxquimia Auxquimia Auxquimia Chemguard Chemguard DeltaFire Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Dr. Sthamer Febbex Fireade Firechem
Foamtech AntiFire
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Product Enviro 3x3 Plus Enviro 3x3 ultra Enviro 3 % ICAO Enviro 3x6 Plus Enviro 6x6 Plus Enviro USP KV-Lite PF KV-Lite HEF
KV-Lite HAZMAT Foam KV-Lite Class-K Foam
Ecopol Ecopol 3x6
Ecopol 6 Ecopol F3HC
Bio T3 Bio T6 Bio for C Bio for N Bio for S Bio Foam 5 Bio Foam 15 Responder Class A Knockdown High Expander Training Foam Bluefoam 3x3 Bluefoam 1x3 Bluefoam 3x6 Bluefoam 6x6 Orchidex ME 1% F-ECO
Manufacturer/Supplier Fomtec Fomtec Fomtec Fomtec Fomtec Fomtec KVFires KVFires KVFires KVFires
Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx Leader/ BioEx NationalFoam NationalFoam NationalFoam NationalFoam
Orchidee Orchidee Orchidee Orchidee Orchidee
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Product Orchidex ME 3% F-ECO Orchidex ME 3% HP Orchidex ME 3% F-10 Orchidex ME 3% ECO Orchidex ME 6% F-ECO Orchidex Training Foam Orchidex A Orchidee XF 3000 Re-Healing Foam RF-H+
Re-Healing Foam RF1 1% Re-Healing Foam RF1-S 1% Re-Healing Foam RF3 3% Re-Healing Foam RF6 6%1 1 Re-Healing Foam RF3x3 FP
ATC Re-Healing Foam RF3x6 ATC Re-Healing Foam RF 3x6 FP
ATC Re-Healing Foam RF-MB Re-Healing Foam RF6 6% 2
Re-Healing TF Aberdeen Foam 1% F3 Aberdeen Foam 3% F3 Aberdeen Foam 3x3% AR-F3 Aberdeen Foam 1% Class A Aberdeen Foam 1% Training
Foam Aberdeen Foam 3% Training
Foam Silvara 1 Silvara ZFK Silvara APC 3x3%
Manufacturer/Supplier Orchidee Orchidee Orchidee Orchidee Orchidee Orchidee Orchidee Orchidee Solberg Solberg Solberg Solberg Solberg Solberg
Solberg Solberg
Solberg Solberg Solberg OilTechnics OilTechnics OilTechnics OilTechnics OilTechnics
OilTechnics
vsFocum vsFocum vsFocum
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Product Silvara APC 3x6%
Manufacturer/Supplier vsFocum
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Appendix 7. RO 4: description of the derogation mechanism as suggested by Eurofeu
RO 4 is restriction on the placing on the market and use of PFAS-based firefighting foams with different transitional periods per type of use and the provision for a derogation mechanism via the local environmental permit system to which Seveso establishments and defence sites would be eligible. Eurofeu provided (Eurofeu, 2021) a description of the process they suggested to be applied to Seveso establishments and its advantages which is reproduced below.
7.1. Description of the process to grant a permit for use of fluorine containing firefighting foam agents
1) Only industrial sites imposing a specifically high risk are eligible to apply for a timed special permit to use fluorine containing foam agents for their fire protection measures. 2) The required precondition to prove the specifically high risk is the site's official status as SEVESO sites according to the EU's SEVESO regulation. 3) The special permit would be subject to annual renewal. 4) The first application requires to provide certain information:
a. The applicant must provide a solid justification for the need to continue using fluorine containing foam agents b. The applicant must provide a clear transition plan with measurable milestones c. The applicant must have measures in place to collect all emissions 5) Every following revision would require a comprehensive report of the applicant containing: a. A full balance sheet of all volume streams of the firefighting foam agent on site (sourced - used - disposed) b. A full report on transition efforts and -status relative to the approved plan and current state of the art c. A review of the initial approved justification against the transition plan and latest technology achievements. 6) In its revision the authority in charge of operation permits would review the report, match it against recent state of the art of fire protection (e.g. by comparing with other companies having similar risks) and the projected and agreed targets. a. If acceptable the permit will be renewed for 12 months b. If not acceptable the permit to use fluorine containing foam will be withdrawn and a deadline for the phase out of the foam agent will be set. c. The overall operation permit of the site would then be on stake.
7.2. Benefits
Site operators have an instrument at hand to adjust the pace of their transition away from fluorine containing foam agents to their technical and economic power. This reduces the risk of unwanted shutdowns of sites or loss of companies.
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The option to apply for a special permit would not be limited to a certain dimension of a tank but encompass the risk scenario. This opens a window for sites which may not have large enough tanks to benefit from the proposed derogations but still need to manage very high fire- and escalation risks.
Authorities would gain solid and exact data on the stocked, consumed, used and disposed volumes of fluorine containing foams
Authorities would get comprehensive and accurate data of the level of releases to the environment and could use those to adjust the pace of transition
Authorities are in full control of the process and can adjust the pace of the industry's overall transition to the pace of availability of acceptable alternatives
Since a process for granting an operation permit to industrial sites is established in all EU member states and, since that operation permit already covers fire safety measures no new process needs to be developed and established. Same is valid for the processes for surveillance and review of the operation permits.
It would however be necessary to develop the criteria for the permit and its renewal.
Authorities can adjust the pace of the industry's overall transition to the pace of availability of acceptable alternatives
Manufacturers of fluorochemicals and of firefighting foam agents would only manufacture based upon a given permit. This resolves the issue of liabilities resulting from uncontrollable preconditions
Authorities could track volumes being placed on the market and match against the permitted volumes
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Appendix 8. Details of the calculations used in the emissions model and results obtained
This appendix describes in more details the calculations and equations used in the emission model for the baseline scenario and the five ROs and the results obtained from the model.
8.1. Calculation descriptions
8.1.1. Simulation of the baseline scenario
The baseline scenario is a scenario in the absence of restrictions (= current situation). Similar to the methodology in Wood et al. (2020), four life cycle stages were identified in which emissions occur or material (PFASs) passes to the next life cycle stage: 1) formulation of the firefighting foam concentrate, 2) storage (stock), 3) in-use (training, live incidents) and 4) waste treatment (incineration, WWT), see Figure 23. It is assumed that the mass balance input for each life cycle stage is equal to the output. Furthermore, a constant quantity of PFAS firefighting foam in stock as been assumed.
Emission to 1air
Formulation
11- Stock
Waste incineration
IfEmission to air
Emission to water
TWaste water
~ treatment
Emission to water
Emission to soil Emission to sea
Live incidents
Emission to soil
Figure 23. Material flow diagram showing the connection between the different life cycles stages formulation, in-use, stock and waste treatment for PFASs in firefighting foams in the baseline scenario. The market share of live incidents or training is calculated as the product of the market share per sector and the percentage used in live incidents or training (see values in section 3 "Assumptions, uncertainties and sensitivities" of the main report).
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Equation 1
market shareincidents sector = market share sector x % live incidents
The total amount PFAS foam per sector is equal to the product of the annual sale of PFAS containing foam (see values in section 3 "Assumptions, uncertainties and sensitivities" of the main report) and the market share per sector (Equation 2).
Equation 2
amount sector = market shareincidents sector x annual sale
The annual use per sector is the product of the total amount per sector (Equation 3) and the annual use rate (Equation 4).
Equation 3
annual use sector = amountsector x annual use rate sector
Equation 426
annual use rate sector -- amountsector -- stock leak sector amountsector
expired stock
8.1.2. Formulation of the firefighting foam concentrate
For the simulation of PFAS emissions, its is assumed that the sales and the amount of PFAS foam in the formulation are identical. During the formulation, direct emissions of PFASs occur to the environmental compartments soil and air, and an indirect emission occurs via WWT (Figure 24).
26 For information on the "cxpircd stock" in this formula, see 8.1.3 Stock
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Emission to Iair
Formulation
1
Stock
Waste water treatment
Emission to soil
Figure 24. Material flow diagram for the formulation phase
The yearly amount of PFAS firefighting foam formulated is calculated as:
Equation 5
formulationsector = annual sales x market sharesector
Emissions to soil, air and wastewater treatment are calculated by multiplying the quantity of formulated PFAS firefighting foam by their respective emission factors (see values in section 3 "Assumptions, uncertainties and sensitivities" of the main report):
Equation 6
EF = emission factor
emission soilformulation = formulationsector X EFformulation --soil
Equation 7 Equation 8
emission airformulation = formulations,, tor x EFformulation-air WWTformuiation = formulations,, tor x EFformulation-WWT
8.1.3. Stock
Figure 25 shows the material flow diagram for the life cycle stage stock: after formulation, PFAS firefighting foams are collected in the stock; the quantity in stock serves as a supply for the use of PFAS firefighting foams during incidents and training. Losses occur through incineration of expired PFAS firefighting foams on the one hand, and through leakage from the stock to wastewater treatment (WWT) on the other.
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Formulation
Stock
Waste incineration
Training Live incidents -4*
Waste water treatment
Figure 25. Material flow diagram for the for the life cycle stage Stock
The PFAS firefighting foam stock in year 0 should be derived so that the annual sale indicated in the table in section 3 "Assumptions, uncertainties and sensitivities" of the main report is obtained. This is done by simulating the stock in function of the annual sale, the annual stock use rate and the amount of PFASs that leaks out of the stock during storage (all given in the table in section 3 "Assumptions, uncertainties and sensitivities" of the main report):
Equation 9
an. sale stock = (
(an. stock use rate incidents + training)) an. sale
(an. stock use rate incidents + training
x stock leak%
E.g., an annual sale of 18 000 t foam, stock use rates of 10% and 2% for incidents and training/testing respectively and a leakage of PFAS during storage of 1% of the quantity in stock results in a stock of 148 500 t firefighting foam. Since the stock is calculated from the annual sales and the % of the stock that is used annually, the stock calculated in this way will be higher when a smaller share of the stock is used, as exemplarily shown in Table 3:
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Table 3. Interdependence between annual usage rate and corresponding stock assumed
Annual sale = tonnes of foam used per year inclusive stock losses
Annual usage rate stock incidents
18 000 0.10
18 000 0.05
Annual usage rate stock training and testing 0.02
0.02
Stock (tonnes foam)
148 500 (12 %*stock --18 000)
254 571 (7%*stock --18 000)
A larger stock results in more emissions from the stock (through leakage, and possibly incineration of expired stock). These emissions remain the same during the entire sector specific transition periods, which means that the emissions are higher at lower use percentages. The mass balance of year 0 of the amount of foam "flowing out" of the stock (i.e. amounts used for training/testing + used for incidents + disposed of + leaked during storage) shall be equal to the annual sale ("flowing in" the stock). Part of the stock will expire each year and will be incinerated and emitted into the air; the amount of expired stock is calculated as the amount in stock minus the amount of used stock divided by the average life span. The annual use (Equation 3) is equal to the difference between the annual sales and the losses from stock (losses from storage and disposed of). The amount of disposed stock (expired 4 waste incineration) is calculated from the annual use and the original stock (= stock in year 0):
Equation 10
stock -- (annual use x average life span foam) expired stock =
average life span foam
Due to a circular reference in Excel, it is not possible to take the disposed (expired) quantity of stock into account when calculating the annual use (Equation 3 and Equation 4). The effect of this simplification is small, for an annual use of e.g. 20 000 tons of foam the difference is less than 85 tons of foam.
Stock emissions to wastewater treatment are estimated by applying the "leakage during storage factor" (see table in section 3 "Assumptions, uncertainties and sensitivities" of the main report) on the estimated amount of PFAS foam in stock (Equation 11).
Equation 11
WWTstock leak = % leak during storage x stockwithout leak
WWT = waste water treatment
Equation 12
an. sale stockwahout leak -- ((an. stock use rate incidents + training))
In the Excel spreadsheet, the stock of PFAS firefighting foams is divided over the different types of uses/sector.
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8.1.4. Use phase - incidents and training Part of the PFAS foam in stock is used during incidents and training activities. Under the baseline scenario, emissions from incidents enter the environment directly via surface water, soil and sea. Emissions from training and testing enter the environment via surface water, sea and indirectly via WWT (Figure 26).
Stock
Emission to water
Training
Waste water treatment
Emission to soil a
Live incidents 4i
Emission to sea
Figure 26. Material flow diagram for the life cycle stages training and incidents under the baseline scenario.
The amount of PFAS containing firefighting foam used for training and incidents is calculated in Equation 3. The emissions from incidents to soil, water and sea are calculated by multiplying the quantity of used PFAS firefighting foam by their respective emission factors (see table in section 3 "Assumptions, uncertainties and sensitivities" of the main report).
Equation 13
emission soil incidents = annual use sector X EFincidents--soil
Equation 14
emission surf ace waterincidents = annual use sector x EFincidents--surf ace water
Equation 15 emission seaincidents-marine = annual use incidents--marine X EFincidents--sea
It is assumed that for the training and testing life cycle stage most of the PFAS firefighting foam will be captured and end up in WWT (see table in section 3 "Assumptions,
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
uncertainties and sensitivities" of the main report); moreover it is assumed that direct emissions occur to surface water and to the sea, but not to soil or air27.
The amount of foam and PFAS-containing fire run-off water captured (bunding) during training and testing activities is estimated by applying the sector specific efficacy factor of bunding/control measures to the amount of PFAS firefighting foam used for training and testing purposes. Under the baseline scenario, based on the limited information received from stakeholders, the amount of foam and PFAS-containing fire run-off water collected in this way is assumed to be fully further directed to the wastewater treatment plant. Some foam users indicated that their collected fire run-off water is handled by licenced waste operators, however, the nature of the treatment of this waste is unclear. In addition, even though these practices might be required by some local authorities, it is assumed not to be the standard approach across the EEA for all sectors of use. For these reasons, the emissions model assume as a worst-case that under the baseline scenario all collected PFAS fire run-offs are directed to WWTPs. As regards to the emissions calculations under the five ROs, risk management measures and efficiency factors for those have been taken into account (see below the description for the different ROs and the table in section 3 "Assumptions, uncertainties and sensitivities" of the main report for information on the input parameters taken).
Equation 16
WWTtraining = annual use sector x efficacy bunding training
Equation 17
emission surface watertrcmung = annual use sector x (100% -- efficacy bunding training)
Equation 18
emission seatraining_marine = annual use training-marine x (100% -- efficacy bunding training)28
8.1.5. Waste treatment
Under the baseline scenario the supply of PFAS foams to WWTP occurs via formulation, leakage from stock and training and testing activities. Subsequently, the PFASs end up in sludge (soil) and effluent (surface water). Expired PFAS firefighting foams are incinerated, which leads to PFASs being emitted into the air.
27 this is in analogy with the Excel tool prepared by Wood to calculate emissions 28 Efficacy of bunding for marine applications is 0%
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Formulation_mi
Emission to air
Stock
Waste incineration
1
Waste water treatment
1mission to water
IEmission to soil
Figure 27. Material flow diagram for the waste treatment phase under the baseline scenario. The amount of PFAS containing firefighting foam in the wastewater treatment is the sum of foam captured during training and testing, leaks and spills from the stock and losses during the formulation phase.
Equation 19
WWT = WWTtraining WWTformulation WWTstock leak
The efficacy of the wastewater treatment is set to zero and all the PFASs end either in surface water or in sludge used on land. The share of PFASs in surface water/sludge depends on the Koc of the substances considered as given in table in section 3 "Assumptions, uncertainties and sensitivities" of the main report.
Equation 20 emission soilwwT = (WWT x share to soil) x (100% -- efficacy WWT)
Equation 21
emission surface waterwwT = (WWT x share to surface water) x (100% -- efficacy WWT)
Emission to air is caused by the incineration of expired stock, which is calculated in Equation 10:
Equation 22
WI = waste incineration
emission airwi = expired stock x EFincineration
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8.1.6. Emissions to soil, surface water, air and sea
In a first phase, the emissions for the current baseline situation (referred to as year 0' in the Excel spreadsheet) are calculated using the input parameters described above (see table in section 3 "Assumptions, uncertainties and sensitivities" of the main report).
The emissions to soil, surface water, air and sea in the baseline scenario are calculated as the sum of the emissions from the life cycle stages formulation, stock, training and testing, incidents and the waste phase.
Equation 23
emission soil = emission soilwwT + emission soilincidents + emission soilformulation
Equation 24
emission surface water = emission surface waterwwT + emission surface waterincidents + emission surf ace watertraining
Equation 25
emission air = emission airW1 + emission airf ormulation
Equation 26 emission sea = emission seaincidents-marine + emission seatraining-marine
8.2. RO1: Ban on the placing on the market, use allowed
For simulating RO1, a steady state level of use and sale was assumed during the sector specific transition periods, this means that the yearly emissions during the transition period equal the emissions in year 0. Furthermore, it was assumed that the stock remained the same as in year 0 during the use/sector-specific transition period.
In a period of 15 years (= average life span concentrate) after the use/sector specific transition period, PFAS foams were no longer formulated and sold for the use/sector in question, but the use continues and gradually declines (Equation 27).
Equation 27 annual use year x = annual use year 0 x ( 1
(year x -- length transition period)) (average life span foam + 1)
Consequently, emissions from the formulation life cycle were set to zero at the end of each use/sector-specific transitional period. The amount of PFASs in stock was calculated for each year as the amount in the original stock (year 0) minus the cumulative use since the end of the sector specific transition period, the amount expired, and the amount leaked from the stock since the end of the transition period.
Equation 28
stock year x = stock year 0 -- cumulative use -- (expired stock x (year x -- length TP)) -- WWTstock leak
The emissions to soil and water are calculated as the sum of the direct emissions from the linearly decreasing use for incidents and training/testing and the emissions from wastewater treatment. The latter was estimated as the sum of the material flows from training activities and leakage from the stock.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Equation 29
WWT = WWTtraining WWTstock leak
It is assumed that in year 16 after the use/sector-specific transition period (foam lifespan 15 years + 1 year), no more PFAS-containing foams will be used, and the remaining stock, if any, will be incinerated.
Equation 30
emission airwi = remaining stock x EFincineration
The simulations were carried for the 'Low, Best' and High' emission estimates and for a period of 30 years.
8.2.1. RMMs for training, testing and incidents
In addition to this, RMMs for training and testing were simulated. For this purpose, disposal via incineration of the firewater collected from training and testing was taken into account. In this scenario, it is assumed that the collected firefighting foams are incinerated instead of being discharged to the WWTP (see Figure 28). The restriction proposal suggest such RMMs to be mandatory from 6 months after entry into force, however, for the simulation in Excel, since it is built per year, for simplicity these RMMs were considered as starting to take place one year after entry into force (i.e. beginning of year 2).
Equation 31
WItraining = annual use sector x efficacy bunding training
In a further step, RMMs for incidents were added to the Excel, similar to the RMMs for training and testing. A percentage of firewater is assumed to be collected from incidents (see value in table in section 3 "Assumptions, uncertainties and sensitivities" of the main report) and sent to incineration. In the calculations, the RMMs have been taken into account as starting one year after entry into force.
Equation 32
W'incidents = annual use sector x efficacy bunding incidents
Equation 33
emission soilincidents = (annual use sector -- captured during incidents) x EFincidents_soil
Equation 34
emission surface waterincidents = (annual use sector -- captured during incidents) x EFincidents_surf ace water
with
Equation 35
captured during incidents = annual use sector x efficacy bunding incidents
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F Emission to air Waste incineration
Emission to water Emission to soil Emission to sea
Training
F!Live incidents
1
Figure 28. Material flow diagram for the life cycle stages training and incidents, including RMMs as foreseen in the ROs. These calculations were carried out for the "Low", "Best" and "High" emission estimates and for a period of 30 years.
8.3. RO2: Ban on the placing on the market and use
The simulations in RO2 are identical to those in RO1 with RMMs until the end of the use/sector-specific transition periods. During the transition periods, a stable level of sales and use is assumed for each sector. In the first year after the end of the transition period for a particular sector, no more PFAS-containing foams are sold or used for this sector, and the remaining stock (= stock in year 0) is considered to be incinerated. As a result, all emissions to soil, surface water and sea are set to zero. The amount of PFAS remaining in stock is multiplied with the emission factor for incineration to calculate the amount PFAS emitted to air (Equation 30). These calculations were carried out for the "Low", "Best" and "High" emission estimates and a period of 30 years.
8.4. RO3: same as RO2 but considering emissions from the formulation for export
It has been assumed in all ROs that the amounts of PFAS firefighting foams imported in the EEA equal the amounts exported (assumed to represent 25% of annual sales). For the emissions calculations of all ROs - except RO 3 - it has been assumed that the amounts formulated for export would follow the same trend over time as the amounts sold and used in the EEA, i.e. that the exports would be progressively declining in the same way that the use in the EEA. To simulate the impact of RO 3 (which includes a ban of the export after a transitional period of ten years) on the emissions of PFASs, the share of emissions due to the formulation of foams for export has been looked at. More specifically, under RO 3, the emissions have been calculated as if the export would continue at the level of 25% of
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
annual sales (compared to the situation during the transitional periods) beyond the sector/use-specific transitional periods and until year 30.
In other words, the simulations in RO3 are identical to those in RO2, with the exception that formulation for export continues after the sector/use specific transition periods. Hence emissions are the same as in RO2 during the sector-specific transition period for use (including import = export = 25% of annual sales). However, after the transition periods, emission from formulation for export (= 25% of the yearly emission for formulation during the transition period) continues at the same level until year 3029.
This emissions simulation therefore does not depict exactly the emissions as they would occur under an export ban (since in this simulation exports continue after the transitional periods) but describes more generally the share of the formulation for export on the PFAS emissions. In this way, the impact on PFAS emissions in the EEA of an export ban after 10 years is approximated. The figures of avoided emissions under RO3 as presented in the main report have been obtained by adding to the avoided emissions figure under RO2 the differential calculated by the model between RO3 and RO2 (see results for RO3 further below for details).
8.5. RO4: same as RO2 but with progressive decline of oil/chemical and defence uses
The emissions simulation for RO4 is the same as RO2, but it is assumed that, thanks to the permit system they can use, the oil/(petro)chemical (Seveso share) and defence sectors would continue using the same amounts of PFAS foams during ten years and only progressively switch to alternatives after this period (when alternatives would be considered feasible to implement), leading to a continuous linear decline in use, stock and formulation of PFAS-based foams during the next 20 years till 0. After year 27 formulation already stops as enough stock is available for use until year 30. In year 30, there is still some use and the small amount of remaining foams is considered to be incinerated. In year 31 the emission is zero.
8.6. RO5: uses banned unless releases fully contained and adequately treated
RO5 is the same as RO2, but use remains allowed after the transitional periods for uses for which a full minimisation of emissions can be ensured. For the emissions calculation under RO5 it has been assumed that only the Seveso establishments would be able to comply with the minimisation requirement after the transitional periods. The emissions calculation therefore assumes a stop of the use of all sectors after their respective transitional periods except for the oil/(petro)chemical - Seveso sector for which the level of use would continue unaffected over the assessment period. Full containment being in practice unlikely even for the Seveso establishments, emission factors have been taken into account, which results in continuous emissions of PFASs in the environment from this sector of use. The "lighter" RMMs for training/testing and incidents are applicable for all sectors during the transition period. Under this scenario, the use by oil/(petro)chemical (Seveso share) sector has been considered to be 'endless', i.e. no substitution to alternatives, therefore, no remaining stock incineration is considered in year 30. For this sector, there is still a
29 This value can easily be changed to 10 years by changing cell D2 in the excel file.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
complete stock left that is not incinerated in year 30, while in the other ROs no stock is left at the end of year 30.
8.7. Emissions results
8.7.1. Baseline scenario
The calculated emissions under the baseline scenario are presented in Annex B.9.3.2
8.7.2. RO1: Ban on the placing on the market
8.7.2.1. Emission patterns
The avoided emissions for a period of 30 years resulting from RO1 are shown in table format in Annex E.5.2. Additional illustrations of the evolution of the emissions are provided below.
Figure 29 shows the cumulative emission to soil, air and surface water with and without RMM for chemical / petrochemical Seveso incidents ("Best scenario"). The figure clearly shows that cumulative emissions to soil and surface water are lower when RMMs are applied. For emissions to sea (marine applications, not shown here), there is no difference between simulations with and without RMM, since RMMs are not applicable here. Cumulative emissions to air are much lower and show a different trend than emissions to soil or surface water. The emissions to air simulated for the scenario with RMM are higher than for the scenario without RMM because in the scenario with RMM a percentage of the PFAS foam is assumed to be incinerated after use. For Seveso, emissions rise steeply during the first 10 years (transition period in the "Best" estimate scenario) and then increase more slowly when RMM is applied or even disappear completely in the scenario without RMM. This is because in the absence of RMM, emissions to air are only caused by the formulation and incineration of expired stocks. The formulation of PFAS foams stops after the transition period and in the "Best" estimate scenario there is no expired stock. When RMM are applied, after the transition period, there will still be emissions from incineration of a certain percentage of the collected foam during use.
At the end of the lifespan of the PFAS foams (15 years after the sector specific transition period) the remaining stock is incinerated, which explains why the emission curve increases slightly in year 26 for Seveso and year 17 for training (transition period 1.5 years). Although there are increased emissions to air by applying RMM, these are largely compensated by the reduced emissions to soil and water, the releases having been redirected from soil/water to air but in much smaller amounts. For Seveso, for example, an increase of about 30 t PFAS emission to air is compensated by a reduction of about 1 600 t PFAS emission to surface water and soil each.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
2500.0
Cumulative emission to soil RMO1 with and without RMM incidents chemical / petrochemical Seveso
2000.03
in 1500.00 4,
1000.02
502.00
"Chemical/petrochemical" LAST and Seveso
-
"Chemical/petrochemical" LAST and Seveso RMM
0.00
1 2
3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
to nnes PFAS
100.00
90.00 saw
70.00 60,00 50.02 4000 30.02 20.02 10.00
0.00
Cumulative emission to air RMO1 with and without RMM incidents chemical / petrochemical Seveso
-
"Chemical/petrochemical" LAST3nd SeveSo
-
'Chemical/petrochemical" LAST- and Seveso . RMM
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
2000.00 1800.00 1600.00 1400.00 1200.00
r, mom e0000
600.00 400.00 200.00
0.00
Cumulative emission to surface water RMO1 with and without RMM incidents chemical/petrochemical Seveso
-
"Chemical/petrochemical" LAST and Seveso
-
"Chemical/petrochemical" LAST and Seveso . RMM
11 12 13 14 15 16 17 18 19 20 21
year
?6 27 28 26
Figure 29. Cumulative emission to soil, air and surface water (t PFASs) with and without RMM for chemical / petrochemical Seveso ("Best scenario").
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
For testing and training, similar trend in emissions are observed. ("Best scenario"). Application of RMM gives an emission reduction of almost 300 t PFASs to soil and 270 t PFASs to surface water. Emissions to air increase by about 5 t PFASs.
Cumulative emission to soil RMO1 with and without RMM training and testing
400
350
300
250
0 200
2 no
--Training and testing
t t-Itaining and testing + RMM
100
50
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
year
Cumulative emission to air RMO1 with and without RMM training and testing
8
6
4 Traitung and testtng
0 --Training and testtng RMM
2
0 1 1 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 28 29 30
Year
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Cumulative emission to surface water RMO1 with and without RMM training and testing
2 too
50
, LAST and Seveso , r8,3anne appicabons* 'Krone appinanons' .10.4
.Tralnone and testing ....1rafirond and te`ong RMM
4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 27 )3 24 25 16 /7 28 /9 30 year
Figure 30. Cumulative emission to soil, air and surface water (t PFASs) with and without RMM for training and testing ("Best scenario"). Figure 31 shows that the total yearly emissions as of beginning of year 2 (the year the RMM have been calculated in the Excel sheet to start30) for the RO1 scenario with and without the RMM are different (in year 1 both are still identical). During the transition period (10 years for Seveso, 1.5 years for training), emissions remain constant and then decrease and stop after all remaining stock (if any) has been incinerated because the lifespan of the foam (15 years) has been reached.
Yearly total emission RMO1 with and without RMM incidents chemical/petrochemical Seveso
"Chemical/petrochemical" LAST and Seveso
-
'Chemical/petrochemical' LAST and Seveso RMM
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
30 As indicated earlier, the restriction proposal suggests the RMMs to be mandatory from 6 months after entry into force, however, for the simulation in Excel, since it is built per year, for simplicity these RMMs were considered as starting to take place one year after entry into force (i.e. at the start of year 2).
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Yearly total emission RMO1 with and without RMM training and testing
--8--LAST and Se end --o--Ot her industries Ot her industries 4 RMM draining and resting
rraining and testing RMM
7 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
Figure 31. Total yearly emission (t PFASs) with and without RMM for chemical Seveso incidents and training and testing ("Best" estimate scenario).
Calculations of emissions for RO1 over the assessment period were performed using the input parameters listed in table in section 3 "Assumptions, uncertainties and sensitivities" of the main report as best estimate (central scenario). In addition, a sensitivity analysis has been carried out to see the effect on the results when varying one input parameter at the time, compared to the baseline scenario best estimate (Table 4 and Table 5). Also, to identify the impact of the risk management measures proposed in the RO, the sensitivity analysis was performed for both the scenario without RMM and with RMM (where a mandatory safe disposal - assumed to be incineration- of the firewater collected from training and testing was simulated and a percentage of firewater is assumed to be collected from incidents and sent to incineration). The results are displayed in Table 4 and Table 5. This is to be compared with the baseline scenario (best estimate) where cumulative emissions of 14 109 tonnes PFASs over the assessment period was calculated. A lower amount of cumulative emissions due to foam use corresponds to a higher amount of avoided emissions thanks to the RO.
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8.7.2.2. Sensitivity analysis
Scenario with risk management measures
Table 4. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best estimates) for RO1 varying one input parameter at the time, compared to the baseline scenario best estimate
Low scenario
Central scenario (best estimates)
High scenario
Low emission
value used
PFAS concentration in foam concentrate (%)
annual sales (t/y)
annual usage rate stock incidents
annual usage rate stock training and testing
leakage during storage
emission formulation to WWT
emission formulation to air
emission formulation to soil
Effectiveness of WWTP for PFASs
2.0% 14 000 13 %
5 % 0.5% 1.0% 1.25% 0.005% 5 %
Resulting total avoided emissions for RO1 (compared
to baseline best estimate) all sectors
together over the assessment period
(t PFASs)
12 271
12 322 11 995
12 228
11 955
11 839
11 846
11 812
11 829
Difference to central scenario
459 510 183 416 144 28 34
0 17
Emission value used
2.5% 18 000
10% 2% 1.0% 2.0% 2.50% 0.010% 0%
Resulting total avoided emissions for RO1 (compared to baseline best estimate) all
sectors together over the assessment period
(t PFASs)
High emission
value used
Resulting total avoided emissions for RO1 (compared
to baseline best estimate) all sectors
together over the assessment period
(t PFASs)
Difference to central scenario
11 812 11 812 11 812 11 812
11 812 11 812
11 812 11 812 11 812
3.0% 20 000
5% 1% 2.0% 2.0% 2.50% 0.010% 0%
11 354 11 557 11 549 11 656 11 528 11 812 11 812 11 812 11 812
-457 -255 -263 -156 -284
0 0 0 0
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Efficacy of bunding / control measures for incidents defence
(%)
Efficacy of bunding / control measures for incidents civil aviation (%)
97 0/0 97 0/0
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
11 922
110
50%
11 812
0%
11 977
166
50%
11 812
0%
11 694 11 636
-117 -176
The sensitivity analysis shows that adjusting the emission factors for formulation and the effectiveness of "WWTPs for PFASs" only has a limited effect (< 1%) on the amount of avoided emissions. The effect of changing the percentage of "efficiency of bunding measures for incidents" for a given sector is slightly higher (-1%), but still small in relation to the total emissions avoided. A higher impact on the amount of avoided emissions is obtained when the "% PFASs in foams", the amount of "annual sales of PFAS foams", "leakage during storage" or "annual usage rate stock incidents and training and testing" are changed (corresponding to 1 to --4% of the total amount of avoided emissions). From this sensitivity analysis, it can be concluded that the results are not highly determined by changes in input parameters.
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Scenario without risk management measures
Table 5. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best estimates) for RO1 varying one input arameter at the time, compared to the baseline scenario best estimate
Low scenario
Central scenario (best estimates)
High scenario
Low emission
value used
PFAS concentration in foam concentrate (%)
annual sales (t/y)
annual usage rate stock incidents
annual usage rate stock training and testing
leakage during storage
emission formulation to WWT
emission formulation to air
emission formulation to soil
Effectiveness of WWTP for PFASs
Efficacy of bunding / control
2.0% 14 000 13 %
5 % 0.5% 1% 1.25% 0.005% 5 %
Resulting total avoided emissions for RO1 (compared
to baseline best estimate) all sectors
together over the assessment period
(t PFASs)
9 115
9 254 8 153
8 705
7 831
7 894
7 901
7 867
7 884
Difference to central scenario
1 248 1 387 287 838
-36 28 34 0 17
Emission value used
2.5% 18000.00
10% 2% 1.0% 2% 2.50% 0.010% 0%
Resulting total avoided emissions for RO1 (compared to baseline best estimate) all
sectors together over the assessment period
(t PFASs)
High emission
value used
Resulting total avoided emissions for RO1 (compared
to baseline best estimate) all sectors
together over the assessment period
(t PFASs)
Difference to central scenario
7 867 7 867 7 867 7 867
7 867 7 867
7 867 7 867 7 867 n/a
3.0% 20 000
5% 1% 2.0% 2% 2.50% 0.010% 0%
6 618 7 173 8 020 7 635 7 941 7 867 7 867 7 867 7 867
-1248 -694 154 -231 75
0 0 0 0
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measures for incidents defence (%)
Efficacy of bunding / control measures for incidents civil aviation (%)
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
n/a
For RO1 without RMM the input parameters "Efficacy of bunding for incidents" are not relevant since they were included in the model calculations. The sensitivity analysis shows that adjusting the emission factors for formulation and the effectiveness of WWTPs for PFASs only has a limited effect (< 1%) on the amount of avoided emissions. Adjusting the "annual usage rate stock training and testing" can have an impact of up to 10% on the amount of emissions avoided while the change in % PFAS concentration or annual sales can even have an impact of up to 19% on the emissions avoided.
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Furthermore, some observations can be made for the scenario without RMMs:
When the "annual usage rate stock incidents" is varied, it can be observed that both for a value of 13% and a value of 5%, lower emissions are obtained than for a value of 10%. This is due to a combination of several factors: applying a value of 5% generally results in lower emissions over the entire 30-year period (i.e. during and after the transition period). The application of 13% "annual usage stock incidents" leads to higher emissions during the transition period, but due to the higher use, the stock for Seveso, for example, is already depleted in year 22, whereas with a percentage of 10% use, emissions will continue until year 26. For this reason, the total emissions from the 10% "annual usage rate stock incidents" is higher than from the 13% use.
Another noteworthy fact is that for 'leakage during storage', more emissions occur during the 30-year period considered with a lower emission factor (0.5%) than with a higher emission factor (2%). Here too, there is an interaction of various factors. Applying a lower emission factor to leakage losses from the stock will reduce these emissions, but on the other hand, lower leakage losses will mean that more PFAS foams are used on an annual basis, which will increase emissions. This is because the model assumes that during the transition period annual sales remain constant, and that they are equal to use plus the losses (if losses decrease, use consequently increases, see Equation 4).
Comparison of sensitivity analysis between RO1 with and without RMMs
From the sensitivity analysis it can be concluded that the results of RO1 without RMM are more strongly determined by changes in the input parameters than for RO1 with RMM. Depending on the scenario considered (with or without RMMs) certain input parameters (e.g. usage rate training, leakage during storage) can have a different impact on the overall emissions reduction when they are varied in a certain direction.
Interlink between input parameters and avoided emissions
Applicable to both scenario (with and without RMMs), it should be noted that several input parameters are interlinked such as the usage rates for incidents/training and the leakage from stocks. Indeed, as described in Appendix 8, the stock has been calculated as a function of the annual sales and annual usage rate (see Equation 9), with higher usage rates leading to significant lower stocks. Therefore, a higher usage rate leads to higher emissions from incidents/testing but also to lower emissions from stock leakages.
The resulting emissions after 30 years is thus a combination of different factors, including the value of the input parameters and the way the model has been built. The low and high scenarios should be considered as one possible illustration of the impact of varying certain input parameters.
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8.7.3. R02: Ban on the placing on the market and use
8.7.3.1. Emission patterns
The avoided emissions for a period of 30 years resulting from scenario RO2 are given in Annex E.5.2. Additional illustrations of the evolution of the emissions are provided below.
It should be noted there is no visible impact of the RMM for training in RO2 in the calculations, as the RMMs have been calculated as starting in beginning of year 2, while the transition period for training and testing (1.5 years) has been calculated in a way that the emissions from this use are already over at the beginning of year 2 and the remaining stock incinerated.
Figure 32 shows the cumulative emission to soil, air and surface water with and without RMM for chemical / petrochemical Seveso incidents ("Best scenario").
Cumulative emissions to soil, surface water and sea increase during the sector-specific transition periods. Emissions continue to increase steadily from year 2 (when the RMMs have been computed to start) until the end of the transition period, when they stop. Emissions to air also increase during the transition period, with an increased emission in the first year after the transition period because this is the year when stocks are incinerated.
As for RO1, we see that cumulative emissions to soil and surface water are lower when RMMs are applied. Cumulative emissions to air are much lower and show a different trend than emissions to soil or surface water. In contrast to RO1, due to the way they have been calculated in the model, there is no difference in emissions for training and testing with and without RMM, which is why these charts are not shown here. The emission curves to soil and surface water for RO1 and 2 differ in that for RO1 emissions continue to increase after the transition period, and for RO2 emissions stop. For incineration, both for RO1 and RO2, the effect of stock incineration can be seen at the end of the life span of the foams or after the transition period, respectively.
1200.00
Cumulative emission to soil RMO2 with and without RMM incidents chemical / petrochemical Seveso
1000.00
80200
600.00 40000
.-Chemical/petrochemical" LAST and Seveso -"Chemical/petrochemical" LAST and Seveso a RMM
10000
0.00
1 2
3 4
S 6 7 8 9 10 11 11 13 11 15 16 17 18 19 20 11 21 23 2, 2', 21 73 year
A 25 ,
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Cumulative emission to air RMO2 with and without RMM incidents chemical / petrochemical Seveso
100.00
9000
fpaoo
7O00
60.00
0 sac 0 40.00 -
30.00
20.00
woo 0.00
1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
"Chemical/petrochemical' LAST and Seveso "Chemical/petrochemical" LAST and Seveso . RMM
Cumulative emission to surface water RMO2 with and without RMM incidents chemical/petrochemical Seveso
1200.00 1030.00 800.00 600.00 400.00 200.00
0.00
'Chemical/petrochemical" LAST and Seveso "Chemical/petrochemical" LAST and Seveso RMM
4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
Figure 32. Cumulative emission to soil, air and surface water (t PFASs) with and without RMM for chemical / petrochemical Seveso incidents ("Best scenario").
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Yearly total emission RMO2 with and RMM incidents chemical/petrochemical Seveso
250
200
52 150
2 to,
SLI
0 1 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
"Chemical/petrochemical" LAST and Seveso "Chemical/petrochemical" LAST and Seveso RMM
Yearly total emission RMO2 with and RMM training and testing
90
70 60 rz:i 50
05: 40
30 20 10
miglieeTraining and testing --0-- Training and Innings RMM
1 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 19 TO year
Figure 33. Total yearly emissions (t PFASs) with and without RMM for chemical Seveso incidents and training and testing (RO2, "Best" estimate scenario).
8.7.3.2. Sensitivity analysis
A sensitivity analysis was carried out to assess the impact on the results of using different input parameters, varying one input parameter at the time, compared to the baseline scenario best estimate. For RO2 this was done for the scenario with RMM (Table 6). For the baseline best scenario, an emission of 14 109 tonnes PFASs was calculated. A lower amount of cumulative emissions due to foam use corresponds to a higher amount of avoided emissions thanks to the RO. The sensitivity analysis shows that for the replacement of a parameter from the "Low" or "High" emissions estimate scenario the impact on the avoided emissions is less than 2%. From this sensitivity analysis, it can be concluded that the results are not highly determined by changes in input parameters.
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Table 6. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best estimates) for RO2 with RMM varying
one input parameter at the time
Low emissions estimate scenario
Central scenario (best estimates)
High emissions estimate scenario
Low value used
Resulting total avoided emissions for RO2
(compared to baseline best scenario best estimates) all sectors together over the
assessment period
(t PFASs)
Difference to central scenario
Value used
Resulting total avoided emissions for RO2 (compared to baseline best scenario best estimates) all sectors together over
the assessment period
High value used
(t PFASs)
Resulting total avoided emissions for RO2
(compared to baseline best scenario best
estimates) all sectors together over the assessment period
(t PFASs)
Difference to central scenario
PFAS concentration in foam concentrate (%)
annual sales (t/y)
annual usage rate stock incidents
annual usage rate stock training and testing
leakage during storage
emission formulation to WWT
emission formulation to air
emission formulation to soil
Effectiveness of WWTP for PFASs
Efficacy of bunding / control measures for incidents defence (%)
Efficacy of bunding / control measures for incidents civil aviation (%)
2.0% 14 000
13% I 5%
0.50% 1%
1.25% 0.005%
5% 97%
97%
13 247 13 270 13 051 13 175 13 114 13 058 13 065 13 031 13 048
13 069
13 089
216
2.5%
240
18 000
20
10%
144
2%
83
1%
28
2%
34
2.5%
0.1
0.01%
17
0%
38
50%
58
50%
13 031 13 031 13 031 13 031 13 031
13 031 13 031 13 031 13 031
13 031
13 031
3.0% 20 000
50 1% 2% 2% 2.5% 0.01% 0%
0%
0%
12 815 12 911 12 979 12 961 12 864 13 031 13 031 13 031 13 031
12 990
12 970
-216 -120 -52 -70 -166
0 0 0 0
-41
-61
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8.7.4. RO 3: Ban on the placing on the market, use and export
8.7.4.1. Emission patterns
The avoided emissions for a period of 30 years for RO 3 compared to the baseline scenario (14 109 t PFASs) are given in the Annex E.5.2. It should be underlined that, as mentioned in section 8.4 of Appendix 8 on the description of the calculations performed, the emissions model for RO3 assumed continued export beyond the sector-specific transitional periods. The figures obtained can be used to derive the contribution of the formulation for export to the cumulative PFAS emissions and therefore the impact of an export ban (see results in Annex E.5.2).
As for RO2, there is no visible impact of the RMM for training in RO3 in the calculations, as the RMMs have been calculated as starting in beginning of year 2, while the transition period for training and testing (1.5 years) has been calculated in a way that the emissions from this use are already over at the beginning of year 2 and the remaining stock incinerated.
To illustrate the contribution of the emissions from formulation from export, Figure 34 shows the cumulative total emissions for the scenario RO3 continued export with and without RMM ("Best scenario"). During the transition period, total emissions are the same as in RO2. The difference in total emissions between the best scenario for RO2 (formulation for export stops as the transition period for uses ends) and the simulation done for RO3 (formulation for export continues until year 30), starts in the first year after the transition periods and reaches about 120 tonnes over 30 years under the best scenario. This value gives an indication of the share of PFAS emissions from formulation for export. From there the impact of a ban of export after 10 years of transitional period can be approximated, i.e. compared to RO 2, a ban on the export would lead in additional emissions reduction of about 120 tonnes (calculated over an assessment period of 30 years). Therefore, adding these 120 tonnes of cumulative emissions further reduced to the figure obtained for RO2 under the best estimate scenario (13 031t), a figure of 13 152 tonnes of cumulative emissions of PFASs avoided due to RO3 with an export ban after a 10-years transitional period is obtained. This is the value which has been taken into account to represent the total avoided emissions for RO3 (which includes an export ban).
The graphs generated by the model considering a continued export after the transition period for use, is seen as a slight increase in the curves in Figure 34. The impact of RMMs is the same in scenario RO2 and scenario RO3 as current calculations only consider RMMs for training and incidents and not for formulation.
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25000
Cumulative total emission RMO3 without RMM
2000.09
150003 a. -- 1000.00
500.00
-- "Chemical/petrochemical" LAST and Seveso --Remaining percentage of "Chemical/petrochemical"
"Civil aviation" -- "Military" --"Municipal Fire Services" . 4444ai"Ready-to-use applications"
4.."Marine applications" --Training and testing
000 ar 1 2 3 4 5 6 / 8 9 10 11 12 13 14 15 lb 1/ 18 19 2I1 21 22 24 24 25 26 2/ 18 2') 45
year
700.4:10
Cumulative total emission RMO3 with RMM
600.00
500.90
200.00 190.90
-
"Chemicalirpetrochemicar LAST andSeis io RMM
- Remaining percentage of "Chemical/petrochemiimr-FRMM
- "Civil aviaiorr *RMM
*RMM
- "MunicipalFireSendic *RMM
. ."Ready-to-useapplication RMM
- "Marineapplication *RMM
- Training and t, ting RMM
0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SO
year
Figure 34. Cumulative total emission (t PFASs) for scenario RO3 with and without RMM (all sectors, "Best" estimate scenario), considering continued export after the transitional periods. 8.7.4.2. Sensitivity analysis
As for the other ROs, a sensitivity analysis was carried out to assess the impact on the results of using different input parameters, varying one input parameter at the time, compared to the baseline scenario best estimate. For scenario RO3 this was done for the scenario with RMM (Table 7), assuming a continued export. For the baseline scenario, an emission of 14 109 tonnes PFASs was calculated. A lower amount of cumulative emissions due to foam use corresponds to a higher amount of avoided emissions thanks to the RO. The sensitivity analysis shows that for the replacement of a parameter from the "Low" or "High" emissions estimate scenario the impact on the avoided emissions is no more than 2%. From this sensitivity analysis, it can be concluded that the results are not highly determined by changes in input parameters.
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Table 7. Sensitivity analysis for RO3 assuming continued export: avoided PFAS emissions compared to the baseline (best
estimates) varvina one input parameter at the time
Low emissions estimate scenario
Central scenario (best estimates)
High emissions estimate scenario
Low value used
Resulting total avoided emissions for RO3
(compared to baseline best estimates) all sectors together over the assessment period
(t PFASs)
Difference to central scenario
Value used
Resulting total avoided emissions for RO3 (compared to baseline best
estimates) all sectors together over the assessment period
(t PFASs)
High value used
Resulting total avoided emissions for RO3
(compared to baseline best estimates) all sectors
together over the assessment period
(t PFASs)
Difference to central scenario
PFAS concentration in foam concentrate (%)
I 2%
annual sales (t/y)
14 000
annual usage rate stock incidents
13 %
tarnaninuianlguasnadgeterasttiengstock 5 %
leakage during storage i 0.5%
emission formulation to li 1%
WWT
emission formulation to air
1.25%
emission formulation to soil
0.005%
EfofrfePcFtiAvSesness of WWTP 5 %
Efficacy of bunding / control measures for incidents defence (%)
Efficacy of bunding / control measures for incidents civil aviation (%)
97 % 97 %
13 150 13 176 12 931 13 049 12 993 12 964 12 978 12 910 12 927
12 948
12 967
240
2.5%
266
18 000
21
10%
139
2 %
83
1.0%
54
2%
68
2.50%
0.3
0.010%
17
0%
38
50%
58
50%
12 910 12 910
12 910 12 910 12 910
12 910 12 910 12 910 12 910
12 910
12 910
3.0% 20 000
5 % 1 % 2.0 % 2% 2.50% 0.010% 0
0 %
0 %
12 670 12 777 12 854 12 842 12 743 12 910 12 910 12 910 12 910
12 869
12 849
-240 -133 -56 -68 -166
0 0 0 0
-41
-61
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8.8. RO 4: Ban on the placing on the market and use, with permit system for Seveso and defense sites 8.8.1. Emission patterns
The avoided emissions for a period are given in Annex E.5.2. Additional illustrations of the evolution of the emissions are provided below. During the sector-specific transition periods, cumulative emissions to soil, air and surface water are the same for scenario RO4 and scenario RO2. After the transition period, emissions are the same for scenario RO4 and scenario RO2 for all sectors except the oil/chemical Seveso and defence sector. For these two sectors there is no incineration of stock in the first year after the transition period (no steep increase of emissions to air). After the transition period, the emission curves for soil, surface water and air for scenario RO4 still increase but the curves bend over the years to reach a near-plateau; with RMMs, the increase of emissions is smaller and the bending faster. Cumulative emissions to air are much lower but show the same trend as emissions to soil or surface water. The impact of RMMs on air emissions is relatively less pronounced compared to the relative impact on soil and surface water emissions, as collected firefighting waters are incinerated, leading to less emissions to soil and surface water but increased emissions to air. Despite this increased emission, emissions to air remain lower than those to soil and surface water. The figures below describe the evolution of emissions for the Seveso and defence sectors.
Yearly total emission RMO4 with and RMM incidents chemical/petrochemical Seveso
"Chemical/petrochemical" LAST and Seveso . 411 . "Chemical/petrochemical' LAST and Seveso c RMM
0 . 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
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Yearly total emission RMO4 with and without RMM incidents military
25
20
15
4
10
--4.-- 'Military" ..111 "Military'
RMM
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Figure 35. Total yearly emission (t PFASs) with and without RMM for chemical Seveso and military incidents (R04, "Best" estimate scenario)
Cumulative emission to ',oil RMO4 with and without RMM incidents chemical / petrochemical Seveso
2030.00
1500.00
2 1030.03
500.00
. . - Chenucal/Deffochernical- LAST and Seveso hermcal/pen[Khan-lice' LAST and Seveso a RMM
000
1 2
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
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Cumulative emission to surface water RMO4 with and without RMM incidents chemical/petrochemical Seveso
250000 2030.00
50100
-
"Chemical/petrochemical" LAST and Seveso
-
"Chernical/petroc hemicar (AST and Seveso. RMM
000 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
Cumulative emission to air RMO4 with and without RMM incidents chemical / petrochemical Seveso
160.00
14000
12000
ton
8000
60.03
-
"Chemical/petrochemical' LAST and Seveso
"Chemical/perm<hernicar tAST and Seveso . RMM
40.00
20.00
Too
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 77 28 19 30
year
Figure 36. Cumulative emissions by environmental compartments for the chemical/petrochemical Seveso sector, with and without RMMs (R04, "Best" estimate scenario)
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250450
Cumulative emission to soil RMO4 with and without RMM incidents military
20000
15O00
2 moo soca
--"Waal), - 64148.41?" RMM
0.00 1 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 21 13 24 25 26 11 28 29 30
year
Cumulative emission to surface water RMO4 with and without RMM incidents military
25000
200430
150.00
o too.00
so.00
0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
- MditaryR""
14.00 1/00
moo 800 I 600
400 2.00
5.00
Cumulative emission to air RMO4 with and without RMM incidents military
--"Military" "Military"
86464
B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
Figure 37. Cumulative emissions by environmental compartments for the defence sector, with and without RMMs (R04, "Best" estimate scenario)
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8.8.2. Sensitivity analysis
A sensitivity analysis was carried out to assess the impact on the results of using different input parameters, varying one input parameter at the time, compared to the baseline scenario best estimate. For RO4 this was done for the scenario with RMM (Table 8). For the baseline scenario, an emission of 14 109 tonnes PFASs was calculated. A lower amount of cumulative emissions due to foam use corresponds to a higher amount of avoided emissions thanks to the RO. The sensitivity analysis shows that for the replacement of a parameter from the "Low" or "High" emissions estimate scenario the impact on the avoided emissions is less than 2.6%. From this sensitivity analysis, it can be concluded that the results are not highly determined by changes in input parameters.
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Table 8. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best estimates) for RO4 with RMM varying
one input parameter at the time
Low emissions estimate scenario
Central scenario (best estimates)
High emissions estimate scenario
Low value used
Resulting total avoided emissions for RO4
(compared to baseline best estimate) all sectors together over the assessment period
Difference to central scenario
Value used
Resulting total avoided emissions for RO4 (compared to baseline best
estimate) all sectors together over the assessment period
High value used
Resulting total avoided emissions for RO4
(compared to baseline best estimate) all sectors
together over the assessment period
Difference to central scenario
PFAS concentration in foam concentrate (%)
2.0%
annual sales (t/y)
14 000
annual usage rate stock incidents
13%
tarnaninuianlguasnadgeterasttiengstock 5%
leakage during storage
0.5%
emission formulation to
1%
WWT
emission formulation to air
1.25%
emission formulation to soil
0.005%
Effectiveness of WWTP
5.%
for PFASs
Efficacy of bunding / control measures for incidents defence (%)
97% MI
Efficacy of bunding / control measures for incidents civil aviation
(%)
97%
(t PFASs)
12 884 12 918 12 600 12 828 12 717 12 623 12 642 12 578.3 12 604 12 757
12 636
306
2.5%
340
18000
22
10%
250
2%
139
1%
45
2%
64
2.50%
0.3
0.010%
26
0%
179
50%
58
50%
(t PFASs)
12 578 12 578 12 578 12 578 12 578 12 578 12 578 12 578 12 578
12 578
12 578
3.0% 20 000
5% 1% 2% 2% 2.50% 0.010% 0%
0%
0%
(t PFASs)
12 272 12 408 12 532 12 457 12 300 12 578 12 578 12 578 12 578
12 388
12 517
-306 -170 -46 -121 -278
0 0 0 0
-190
-61
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8.9. RO 5: Ban on the placing on the market and use, unless full containment in place
8.9.1. Emission pattern
The avoided emissions for a period of 30 years resulting from scenario RO5 are given in Annex E.5.2 Additional illustrations of the evolution of the emissions are provided below.
Figure 38 shows the cumulative emission to soil, air and surface water with and without RMM for the chemical / petrochemical Seveso incidents ("Best scenario").
During the sector-specific transition period, cumulative emissions to soil, air and surface water are the same for scenario RO5 and scenario RO2. After the transition period, cumulative emissions increase linearly in scenario RO5 while in RO2 they remain constant with the exception for the steep emission to air in the first year after the transition period because of the incineration of the stock. In scenario RO5 no stock is incinerated in the first year after the transition period of the oil/(petro)chemical Seveso sector. For this sector, the increase in cumulative emissions to soil, air and surface water is a little larger during the transition period in comparison to the years after the transition period when stricter RMMs are used; the difference can hardly be noticed on the curves in Figure 38 but is clearly shown in the yearly emissions (see Annex E.5.2). The impact of RMMs on air emissions is relatively less pronounced compared to the relative impact on soil and surface water emissions, as collected firefighting waters are incinerated, leading to less emissions to soil and surface water but increased emissions to air (but still less than with the light' RMMs). Despite this increased emission, emissions to air remain lower than those to soil and surface water.
Cumulative emission to soil RM05 with and without RMM incidents chemical / petrochemical Seveso
4000.03
500.00
,o00.00
2500.03
2000.00
0 isoo.co
1000.00
500.00
0.00
1 2
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
.-Chemical/petrochemical" LAST and Seveso "Chernicalipetrochemical" LAST and Seveso. RMM
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Cumulative emission to surface water RMO5 with and without RMM incidents chemical/petrochemical Seveso
3500.00
3=00
2500.00
2000.00
c 1500.00
-
2
-
1000.00
50000
0.00 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
year
'thenwalipetrochem( al- LAST and Seveso "Chemical/petrochemical' LAST and Seveso RMM
250.00
Cumulative emission to air RMO5 with and without RMM incidents chemical / petrochemical Seveso
KO 00
150.00
0 10000
"Chemical/petrochemical" LAST and Seveso "Chemical/petrochemical" LAST and Seance RMM
50.00
0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 year
Figure 38. cumulative emissions for Seveso sector to soil, water and air under RO5 with and without RMMs. 8.9.2. Sensitivity analysis
A sensitivity analysis was carried out to assess the impact on the results of using different input parameters, varying one input parameter at the time, compared to the baseline scenario best estimate. For RO5 this was done for the scenario with RMM (Table 9). For the baseline scenario, an emission of 14 109 tonnes PFASs was calculated. A lower amount of cumulative emissions due to foam use corresponds to a higher amount of avoided emissions thanks to the RO. The sensitivity analysis shows that for the replacement of a parameter from the "Low" or "High" emissions estimate scenario the impact on the avoided emissions is less than 3%. From this sensitivity analysis, it can be concluded that the results are not highly determined by changes in input parameters.
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Table 9. Sensitivity analysis of avoided PFAS emissions compared to the baseline (best estimates) for RO5 with RMM varying
one input parameter at the time
Low emissions estimate scenario
Central scenario (best estimates)
High emissions estimate scenario
Low value used
Resulting total avoided emissions for RO5
(compared to baseline best estimates) all sectors together over the assessment period
(t PFASs)
Difference to central scenario
Value used
Resulting total avoided emissions for RO5 (compared to baseline best
estimates) all sectors together over the assessment period
(t PFASs)
High value used
Resulting total avoided emissions for ROS
(compared to baseline best estimates) all sectors
together over the assessment period
(t PFASs)
Difference to central scenario
PFAS concentration in foam concentrate (%)
annual sales (t/y)
annual usage rate stock incidents
annual usage rate stock training and testing
leakage during storage
emission formulation to WWT
emission formulation to air
emission formulation to soil
Effectiveness of WWTP for PFASs
Efficacy of bunding/ control measures for incidents defence (%)
Efficacy of bunding/ control measures for incidents civil aviation (%)
`2.00% 14 000 13% 5% 0.50% 1% 1.25% 0.005% 5%
97%
97%
12 783 12 820 12 520 12 767 12 714 12 523 12 541 12 452.5 12 491.7
12 491
12 510
331 368 68 315 262 71 89 0.3 40
38
2.50% 18000
10% 2% 1.00% 2% 2.50% 0.010% 0%
50%
58
50%
12 452 12 452 12 452 12 452 12 452 12 452 12 452 12 452 12 452 12 452
12 452
3.00% 20 000
5% 1% 2.00% 2% 2.50% 0.010% 0%
0%
0%
12 121 12 268 12 272 12 296 11 928 12 452 12 452 12 452 12 452
12 411
12 391
-331 -184 -181 -156 -524
0 0 0 0 -41
-61
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8.10. Cumulative emissions per use/sector under the five ROs
8.10.1. Cumulative emissions for the five ROs with RMMs
Below are presented the cumulative emissions of PFASs over 30 years under the different scenarios for the five ROs with RMMs
Table 10. cumulative emissions of PFASs over 30 years under the BEST scenario for the five ROs with RMMs
Sector/type of use
RO1 (tonnes)
RO2 (tonnes)
RO3 (tonnes)
RO4 (tonnes)
RO5 (tonnes)
Seveso
establishments
711
566
517
833
1145
Other industries
11
8
7
8
8
Civil aviation
248
118
108
118
118
Defence
Municipal fire services
Ready-to-use applications
Marine applications
Training and testing All sectors
166 434 57 472 199 2297
79 55 24 145 84 1078
72 39 23 131 59 957
265 55 24 145 84 1531
79 55 24 145 84 1657
Table 11. cumulative emissions of PFASs over 30 years under the LOW scenario for the five ROs with RMMs
Sector/type of use
RO1 (tonnes)
RO2 (tonnes)
RO3 (tonnes)
RO4 (tonnes)
RO5 (tonnes)
Seveso establishments Other industries Civil aviation Defence
Municipal fire services
Ready-to-use applications
Marine applications
Training and testing All sectors
245 4 30 20
185
30
208
153 875
217 3 26 17
28
14
76
80 462
204 3 23 16
24
14
72
67 423
300 3 26 31
28
14
76
80 559
347 3 26 17
28
14
76
80 592
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Table 12. cumulative emissions of PFASs over 30 years under the HIGH scenario for the five ROs with RMMs
Sector/type of use
RO1 (tonnes)
RO2 (tonnes)
RO3 (tonnes)
RO4 (tonnes)
RO5 (tonnes)
Seveso establishments Other industries Civil aviation Defence
Municipal fire services
Ready-to-use applications
Marine applications
Training and testing All sectors
2122 31 570 380
584
76
633
437 4833
1415 17 243 162
79
32
199
120 2268
1350 15 231 154
58
31
180
88 2106
2204 17 243 536
79
32
199
120 3430
3619 17 243 162
79
32
199
120 4471
8.10.2. Cumulative emissions for the five ROs without RMMs
Below are presented the cumulative emissions of PFASs over 30 years under the different scenarios for the five ROs without RMMs
Table 13. cumulative emissions of PFASs over 30 years under the BEST scenario for the five ROs without RMMs
Sector/type of use
RO1 (tonnes)
RO2 (tonnes)
RO3 (tonnes)
RO4 (tonnes)
RO5 (tonnes)
Seveso establishments Other industries
Civil aviation
3860 56 424
2284 23 179
2235 22 170
4387 23 179
6798 23 179
Defence
Municipal fire services
Ready-to-use applications
Marine applications
Training and testing All sectors
283 434 57 472 657 6242
119 55 24 145 84 2913
113 39 23 131 59 2792
455 55 24 145 84 5353
119 55 24 145 84 7428
Table 14. Cumulative emissions of PFASs over 30 years under the LOW scenario for the five ROs without RMMs
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Sector/type of use
Seveso establishments Other industries Civil aviation Defence
Municipal fire services
Ready-to-use applications
Marine applications
Training and testing All sectors
RO1 (tonnes)
1837 25 193 129
185
30
208
544 3149
RO2 (tonnes)
1200 12 94 63
28
14
76
80 1567
RO3 (tonnes)
1187 12 91 61
24
14
72
67 1528
R04 (tonnes)
2397 12 94 249
28
14
76
80 2950
RO5 (tonnes)
3580 12 94 63
28
14
76
80 3947
Table 15. Cumulative emissions of PFASs over 30 years under the HIGH scenario for the five ROs without RMMs
Sector/type of use
RO1 (tonnes)
RO2 (tonnes)
RO3 (tonnes)
R04 (tonnes)
RO5 (tonnes)
Seveso establishments Other industries Civil aviation Defence
Municipal fire services
Ready-to-use applications
Marine applications
Training and testing All sectors
5176 75 570 380
584
76
633
881 8374
3081 32 243 162
79
32
199
120 3948
3016 30 231 154
58
31
180
88 3787
5182 32 243 538
79
32
199
120 6425
9101 32 243 162
79
32
199
120 9968
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Appendix 9. Sensitivity calculations for and time profile of costs
9.1. RO1: Ban on the placing on the market, use allowed
Sensitivity analysis
As for emissions, a sensitivity analysis was performed to assess the impact on the cost results of using different input parameters (Table 16).
To check the robustness of the cost estimations, the parameters in the "Best" estimate scenario were changed one by one to the corresponding value for the "Low" or "High" estimate scenario. The low and high value do not represent the absolute extremes, but a reasonable range to describe the relevance of that input parameter to the overall results. The total cost was calculated as the balance of the discounted sum (i.e. the net present value) of additional (i.e. incremental) costs and cost savings in RO1 compared to the baseline scenario.
As it was assumed that for the baseline scenario there is a steady state, the situation over 30 years remains the same as in year 0; therefore, the (undiscounted) total costs over a period of 30 years are equal to thirty times the total costs in year 0. Finally, the difference is calculated between the additional costs for the Best' estimate scenario and the scenario in which one parameter is changed to the corresponding parameter in the 'Low' or High' estimate scenario.
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Table 16: Sensitivity analysis of costs (net present values) for RO1 (ban on the placing on the market, with low, best and high estimates) with RMM.
Low scenario
Central scenario (best estimates)
High scenario
Low value used
Resulting total costs (NPV) for RO1 all sectors together over the assessment period
Difference to central scenario
()
Value used
Resulting total costs (NPV) for RO1 all sectors together over the
assessment period
High value used
Resulting total costs (NPV) for RO1 all sectors together over the
assessment period
(Mio. )
()
Difference to central scenario
Parameters having an effect on emissions and potentially also on costs
PFAS concentration in foam concentrate (%)
annual sales (t/y)
annual usage rate stock incidents
annual usage rate stock training and testing
leakage during storage
emission formulation to WWT
emission formulation to air
emission formulation to soil
Low emission value
2.00% 14 000 13.00% 5.00% 0.50% 1.00% 1.25% 0.005%
5 876 965 275 5 795 104 397 6 012 536 408 5 992 232 921 5 880 972 015 5 876 965 275 5 876 965 275 5 876 965 275
Central value
High emission value
0 -81 860 878 135 571 133 115 267 646
4 006 740 0 0 0
2.50% 18 000 10.00% 2.00% 1.00% 2.00% 2.50% 0.010%
5 876 965 275
5 876965 275
5 876 965 275
5 876 965 275
5 876 965 275
5 876 965 275
5 876 965 275
5 876 965 275
3.00% 20 000 5.00% 1.00% 2.00% 2.00% 2.50% 0.01%
5 876 965 275 5 917 895 714 5 640 384 595 5 828 760 343 5 868 087 110 5 876 965 275 5 876 965 275 5 876 965 275
0 40 930 439 -236 580 680 -48 204 932 -8 878 165
0 0 0
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Effectiveness of WWTP for PFASs
5.00%
Efficacy of bunding / control measures for incidents military (%)
97.00%
Efficacy of bunding / control measures for incidents civil aviation (%)
97.00%
Parameters having an effect on costs only
Incineration/disposal costs per liter of foam (not relevant for RO1)
Low cost value
lw--
900 / tonne
Average price /tonne of PFASbased foam
3 750 /tonne
Average price /tonne of fluorinefree foam
2 700 /tonne
Additional volumes lb required % increase over PFAS based foams
+25% required
Savings from avoided clean-up
Gradually increasing to 20 million per year
Cleaning costs per site (number of sites per sectors is not varied)
Cleaning costs per site to achieve a threshold of 1ppb (considered to be 10 times higher than
-50% in total cleaning costs
5 876 965 275 5 882 541 019 5 880 251 568
5 876 965 275 5 749 281 678 5 800 355 117 5 749 281 678 5 804 245 589 4 861 127 072
0 5 575 744 3 286 293
0.00%
50.00%
50.00%
5 876 965 275
5 876 965 275
5 876 965 275
0.00% 0.00% 0.00%
Cveanlutreal
0
1000
/tonne
-127 683 597
3 000 /tonne
-76 610 158
3 000 /tonne
I -127 683 597
+50% required
-72 719 686
-1 015 838 203
Gradually inc0reasing to
million per year
Sectorspecific, see Section 3 of the Annex XV report
Sectorspecific, see
Table 14
5 876 965 275
5 876 965 275
High value
1250 / tonne
5 876 965 275
2 700 /tonne
5 876 965 275
3 750 /tonne
5 876 965 275
5 876 965 275
5 876 965 275
+75% required
i Gradually
increasing to Smillion per
year
+100% in total cleaning
costs
5 876 965 275
+900% in total cleaning
costs
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5 876 965 275 5 871 033 633 5 873 469 219
5 876 965 275 5 928 038 714 6 068 490 670 6 004 648 871 5 913 325 118 7 908 641 681 24 162 052 933
0 -5 931 642 -3 496 056
0 51 073 439 191 525 395 127 683 596 36 359 843 2 031 676 406 18 285 087 658
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for a threshold of 1 ppm)
Cost of technical change per site
-50% for all sectors
4 102 147 973
-1 774 817 302
Sectorspecific, see Section 3 of the Annex XV report
5 876 965 275
+200% for all sectors
Costs of technical means to contain releases and disposal of PFAScontaminated water from the fire-water run-off from testing/training and incidents
-50%
5 820 461 897
-56 503 378
1/liter of foam
5 876 965 275
+100%
Blue cells: reduction in costs; red cells: increase in costs; grey cells: no change in costs; yellow cells: best estimate for comparison
12 976 234 484 5 989 972 031
7 099 269 209 113 006 756
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The sensitivity analysis shows that there are indeed some parameters defining the low and high emission scenarios that simultaneously have an effect on the amount of costs. The effect of these cases is, however, heterogeneous and ambiguous:
A reduction of annual sales compared to the baseline leads to a higher reduction of emission but also less costs, and vice versa.
A higher annual usage rate of the stock, both for incidence and for training and testing, leads to a higher reduction of emissions but also an increase in costs, and vice versa.
A lower leakage rate during storage leads to a higher reduction of emission but also to increased costs, and vice versa.
A higher efficacy of bunding and control measures for incidents in the military or the civil aviation sector leads to more emission reduction but also higher cost, and vice versa.
The percentage PFAS concentration in foam concentrate does not have an effect on costs according to the model assumptions, since costs are related to foam quantities but not the share of PFAS contained.
Emission formulation factors to WWT, air and soil and effectiveness of WWTP for PFASs do not have an effect on the costs.
The highest sensitivity of this group of parameters is observed for the annual usage rate of stock for incidents.
For the group of parameters having an influence only on the calculation of costs but not on emissions the sensitivity varies significantly among the input parameters:
The highest influence on costs (due to high uncertainty) is due to the (sectorspecific) costs of technical change per site (decrease by 30% and increase by 121%).
Also the (sector-specific) cleaning costs per site have a high effect on the overall costs (decrease by 17% and increase by 35%).
In the separately calculated assumption of a more stringent concentration threshold of 1 ppt (which is not used as part of the "high" scenario), in order to illustrate the costeffectiveness of a more stringent concertation threshold, a cost estimate is derived also for a 1 ppb threshold with a following assumptions:
SEVESO: 2 000 000 per site. Civil aviation and military: 500 000 per site Other sectors: 200 000 per site. Training and testing and ready to use applications: not relevant
These assumptions are based on following considerations:
According to industry the cleaning cost heavily depends on the thresholds to achieve. 1 ppb is 1 000 times less than 1 ppm.
A large company in the chemical sector indicated that there would be costs of around 1 500 000 per installed system and the highest costs for vehicles reported is 100 000 - 200 000.
In absence of more precise information, the cost of achieving the threshold of 1 ppb is considered to be 10 times higher than 1 ppm.
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With these assumptions the cleaning costs increase by a factor of more than 300 % compared to the central value of incremental costs.
From this sensitivity analysis, it can be concluded that adjusting cost factors has in most cases (apart from the technical changes and the cleaning costs which are specific to the sectors) only a small effect on the incremental costs (-4.0% up to 3.2%). The cost reduction of 4.0% pertains to a reduction of the annual usage rate of stock for incidents from 10% to 5%, the increase of 3.2% pertains to an increase of the average price per ton of fluorine-free foam from 3 000 /tonne to 3 750 /tonne.
Time profile of costs
The time profile of the different cost categories over 30 years is shown in Figure 39.
RMO1 - Cumulative costs by cost categories (without discounting)
6 000 5 000 4 000 3 000 2 000 1000
1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ...70
1000 -- Cleaning of equipment
-- Clean-up cost savings
-- Technical changes needed
--Additional volumes of alternative foams
-- Cost of additional RMMs for training/testing --Cost of additional RMMs for incidents
Figure 39: Cumulative costs of each cost category for scenario RO1 (all sectors, "Best" estimate scenario, without discounting).
In a different way from the calculation of net present values, Figure 39 does not use discounting for costs occurring in the future. So it can be seen that the additional volumes for alternative foams increase linearly after year 11, when the last transition period for the sector of chemical/ petrochemical industry (Seveso) have ended. This means that additional costs remain constant for each year. The same holds for the cost savings due to avoided clean-up. A characteristic of RO1 is that use of PFAS-based foams continues for several years after the end of the transition periods until the stock is completely exhausted. Therefore, cleaning of equipment is executed at the different sites over a longer period of time.
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9.2. RO2: Ban on the placing on the market and use
Sensitivity analysis
As for emissions, a sensitivity analysis was performed to assess the impact on the cost results of using different input parameters (Table 17).
The same way as for RO1, the parameters in the "Best" estimate scenario were changed one by one to the corresponding value for the "Low" or "High" estimate scenario. The low and high value represent a reasonable range to describe the relevance of that input parameter to the overall results. The total cost is the balance of the discounted sum (i.e. the net present value) of incremental costs and cost savings in RO2 compared to the baseline scenario (million ).
The baseline scenario represents a steady state, a situation at constant levels over 30 years, which also refers to annual costs. Thus, the difference is calculated between the additional costs (as NPV) for the Best' estimate scenario and the scenario in which one parameter is changed to the corresponding parameter in the 'Low' or High' estimate scenario.
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Table 17: Sensitivity analysis of costs (net present values) for RO2 (ban on the placing on the market, with low, best and
high estimates) with RMM.
Low scenario
Central scenario (best estimates)
High scenario
Low value used
Resulting total costs for RO1 all sectors together over the assessment period
()
Difference to central scenario
Value used
Resulting total costs for RO1 all sectors together
over the assessment period
High value used
Resulting total costs for RO1
all sectors together over
the assessment
period
Difference to central scenario
()
()
Parameters having an effect on emissions and potentially also on costs PFAS concentration in foam concentrate (%)
annual sales (t/y)
annual usage rate stock incidents annual usage rate stock training and testing
leakage during storage
emission formulation to WWT
emission formulation to air
emission formulation to soil Effectiveness of WWTP for PFASs Efficacy of bunding / control measures for incidents military (%)
Low emission value
2.00% 14 000 13.00% 5.00% 0.50% 1.00% 1.25% 0.005% 5.00% 97.00%
6 771 408 265 6 588 629 090 6 678 315 448 6 697 557 986 6 776 387 771 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265
6 773 704 461
0 -182 779 175 -93 092 817 -73 850 279
4 979 507 0 0 0 0
2 296 197
Central value 2.5% 18 000 10% 2.00% 1.0%
2% 2.50% 0.010%
0%
50%
6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265
High emission
value 3.00% 20 000 5.00% 1.00% 2.00% 2.00% 2.50% 0.01% 0.00%
0.00%
6 771 408 265
6 862 797 852
7 098 300 044
6 802 359 440
6 761 449 251
6 771 408 265
6 771 408 265
6 771 408 265
6 771 408 265
6 768 965 502
0
91 389 587
326 891 779
30 951 175
-9 959 014
0
0
0
0
2 442 762
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Efficacy of bunding/ control measures for incidents civil aviation (%)
Parameters having an effect on costs only
Incineration/disposal costs per liter of foam (not relevant for RO1)
Average price /tonne of PFAS-based foam
Average price /tonne of
fluorine-free foam
li
Additional volumes required % increase over PFAS based foams
97.00%
it
900 / tonne 3750C/tonne 2 700 /tonne +25% required
Savings from avoided clean-up
Gradually increasing to 20 million per year
Cleaning costs per site (number of sites per sectors is not varied)
Cleaning costs per site to achieve a threshold of 1 ppb (considered to be 10 times higher than for a threshold of 1 ppm)
-50% in total cleaning costs
cost of technical change per site
-50% for all sectors
Costs of technical means to contain releases and disposal of PFAScontaminated water from
-50%
6 772 761 622 6 760 038 420 6 574 423 346 6 627 635 164 6 531 786 429 6 649 419 950 5 510 780 420
4 996 590 962 6 741 900 011
1 353 358
6 771 408 265
6 769 968
-1 439
50%
0.00%
523
742
-11 369 844 -196 984 919 -143 773 101 -239 621 835
-121 988 315
-1 260 627 844
1000 /tonne
3 000 /tonne
3 000 /tonne
+50% required
Gradually increasing to 10 million
per year
Sectorspecific, see Section 3 of the Annex XV report
Sector specific, see Table
14
6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265 6 771 408 265
6 771 408 265
6 771 408 265
1250 / tonne
2 700 /tonne
3 750 /tonne
+75% required
Gradually increasing
to 5million per year
+100% in total
cleaning costs
+900% in total cleaning costs
6 799 832 876
6 850 202 232
7 130 841 018
7
6 832 402 422
9 292 663 953
29 462 709 464
28 424 611
78 793 968
359 432 753
835
60 994 157
2 521 255 689
22 691 301 199
-1 774 817 302 -29 508 254
Sectorspecific, see Section 3 of the Annex XV report
1/liter of foam
6 771 408 265 6 771 408 265
+200% for all sectors
+100%
13 870 677 474
6 830 424 772
7 099 269 209
59 016 507
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the fire-water run-off from testing/training and incidents Blue cells: reduction in costs; red cells: increase in costs; grey cells: no change in costs; yellow cells: best estimate for comparison
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The sensitivity analysis shows similar results as for RO1. One difference to RO1 is that a higher annual usage rate of the stock, both for incidence and for training and testing, now leads to a reduction in costs, and vice versa. The percentage PFAS concentration in foam concentrate does not have an effect on costs, since costs are related to foam quantities but not the share of PFAS contained. The same holds for emission formulation factors to WWT, air and soil and effectiveness of WWTP for PFASs - these parameters do not have a consequence on the costs.
The highest influence on costs (due to high uncertainty) is due to the (sector-specific) costs of technical change per site (decrease by 26% and increase by 105/0). Also the (sector-specific) cleaning costs per site have a rather high effect on the overall costs (decrease by 19% and increase by 37%).
From this sensitivity analysis, it can be concluded that adjusting cost factors has in most cases (apart from the technical changes and the cleaning costs which are specific to the sectors) only a small effect on the incremental costs (-3.5% up to 5.3%). The cost reduction of 3.5% pertains to a reduction of the percentage of additional volumes of fluorine-free foams required over PFAS-based foams (+25% instead of +50%), the increase of 5.3% pertains to an increase of the average price per ton of fluorine-free foam from 3 000 /tonne to 3 750 /tonne. The reduction of the annual usage rate of stock for incidents from 10% to 5% also leads to a relatively high increase of costs (4.8%).
Time profile of costs
The time profile of the different cost categories over 30 years is shown in Figure 40.
RM02 - Cumulative costs by cost categories (without discounting)
4 000 3 000 2 000 1000
1 2 3 4 5 9 7 8 9 ICI 11 12 13 14 15 16 17 18 19 20 21 2
-1 OCO -- Cleaning of equipment
--Depreciation of stocks disposed -- Cost of additional niMsforincideftt 5
--Technical changes needed --Additional volumes of alternative foams
--Disposal / Incineration of expired foams --Clean-up cost savings
Figure 40: Cumulative costs of each cost category for scenario RO2 (all sectors, "Best" estimate scenario, without discounting).
The difference to the time profiles in RO1 mainly affects the cleaning costs, which are assumed to take place in the year following the end of the respective transition period, and are not spread over the following years. The main contribution of these cleaning costs
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(and also on costs due to technical changes) stems from the Seveso sector and takes place in year 11. Additional volumes for alternative foams increase linearly after year 11, when the last transition periods for the sector of chemical/ petrochemical industry (Seveso) has ended, i.e. additional costs remain constant for each year. The same holds for the cost savings due to avoided clean-up.
9.3. RO3: same as RO2 but considering ban on exports
RO3 analyses the impacts of a ban of the export after a transitional period of ten years.
As explained in section 8.7.4, the emission estimates for RO3 in Appendix 8 are initially presented for a scenario with continued export beyond the sector-specific transitional periods. The figures obtained can be used to derive the contribution of the formulation for export to the cumulative PFAS emissions and therefore the impact of an export ban in RO3.
In this section, the figures are presented to directly describe the impacts of a ban on export, without the initial derivation from the opposite scenario.
Sensitivity analysis
For RO3, a sensitivity analysis can be performed in the same way as for RO1 and RO2. However, the results are not expected to be fundamentally different from those in RO2. Therefore, only the sensitivities for those parameters affecting the exports are discussed. These are the tonnage of exports and the number of years during which export-related profits are affected by the ban.
The annual sales are of interest because they are a parameter for the sensitivity of emission calculations. On the other hand, they also have a direct effect on the estimate of lost profits, because exports are assumed as 25% of total sales, i.e. the export revenues. Therefore, also the export-related profits vary with annual sales. When the sensitivity results of annual sales in RO3 are compared with those of RO2, however, the differences are rather small and the direct effect is not even noticeable. This is because this direct effect on the exports is rather small.
The effect of the number of years during which export-related profits are assumed to be lost, which is recommended to be used as a proxy for the change of producer surplus for REACH restrictions and authorisations (ECHA, 2021), shows an effect that was expected. Considering profits for five years increases additional social costs by 16 million and considering profits for 1 year only reduces the costs by 4 million compared to profits over two years in the central estimate.
Compared to sensitivity results of other parameters in RO1 and RO2, the influence of sensitivities related to export profits on the total results is rather small.
9.4. RO 4: Ban on the placing on the market and use, with permit system for Seveso and defence sites
Sensitivity analysis
For RO4, a sensitivity analysis can be performed in the same way as for the other ROs in the Excel spreadsheet the respective sections in the calculations are provided. However,
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the results are known by RO1 and RO2 and not expected to be fundamentally different in RO4. The only additional input parameter - the number of years with continued, but linearly decreasing use and formulation for the Seveso and defence sectors - is set as 20 years. It is in principle possible to vary this input parameter as well, however, it was not done as the restriction option is not considered practical. Therefore, RO4 includes no additional parameters for an explicit sensitivity analysis.
Time profile of costs
The time profile of the different cost categories over 30 years is shown in Figure 41.
,,, 6 000 0
5 000
RMO4 - Cumulative costs by cost categories (without discounting)
4 000
3 000
2 000
1 000
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2
.1 000 --Cleaning of equipment
Depreciation of stocks disposed --Cost of additional RMMs for incidents
--Technical changes needed --Additional volumes of alternative foams
--Disposal / incineration of expired foams --Clean-up cost savings
Figure 41: Cumulative costs of each cost category for scenario RO4 (all sectors, "Best" estimate scenario, without discounting).
The graph of Figure 41 shows that the technical changes needed and the cleaning costs (of which the Seveso sector has the largest share) are evenly spread over the years 11 to 30, because PFAS-based foams are gradually replaced by fluorine-free foams over these years. Although by the end of the time frame the cumulated (non-discounted) costs reach about the same level as in RO2, discounting by a rate of 4% results in a much lower NPV because in RO2 all cleaning costs and costs due to technical changes take place in year 11, immediately after the end of the transition period.
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9.5. RO 5: Ban on the placing on the market and use, unless full containment in place
Sensitivity analysis
As the tendencies of the sensitivity analysis is already known for the input parameters to be varied, for RO5 only the additional parameter is examined that constitutes the difference to RO2 - the costs per site for RMMs to meet full containment. This is shown in Table 18.
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Table 18: Sensitivity analysis of costs (net present values) for RO5 (ban on the placing on the market, with low, best and high
estimates) with RMM.
Low scenario
Central scenario (best estimates)
High scenario
Low value used
Resulting total costs for RO1 all sectors together over the assessment period
Difference to central scenario
Value used
Resulting total costs for RO1 all sectors together over the assessment period
High value used
Resulting total costs for RO1 all sectors together over the assessment period
Difference to central scenario
Parameter having an effect on costs only
Costs per site for RMMs to meet full containment (Seveso sector only)
-50%
()
()
()
8 467 481 646
-6 495 809 316
2 000 000 per site
14 963 290 962 200% 40 946 528 224
25 983 237 263
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The parameter of costs per site for RMMs to meet full containment is attached to a high degree of uncertainty and may strongly depend on the type of plant and firefighting system. A reduction of the parameter by 50%, i.e. a decrease from 2 million to 1 million leads to a decrease of total costs by 43%, an increase of the parameter by 200% (i.e. from 2 million to 6 million, causes an increase of total costs by 174%. This already leads to the conclusion that the costs of such a measure are clearly the dominating costs of this restriction option. These calculations are presented as illustrative, as full containment is not considered practically possible by the Dossier Submitter.
Time profile
In the time profile of the different cost categories over 30 years (Figure 42), all other cost categories (apart from RMMs to meet full containment and costs for cleaning of equipment) are close to the x-axis. It is assumed that implementation of RMMs to meet full containment has to take place in year 11 after the end of the transition period for the Seveso sector.
25000 0
20 000
RMOS - Cumulative costs by cost categories (without discounting)
15 000
10 000
5 000
0 -5 000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
--Cleaning of equipment --Disposal / incineration of expired foams --Additional volumes of alternative foams --Costs for implementation of RMMs to meet full containment
--Technical changes needed Depreciation of stocks disposed
-- Clean-up cost savings -- Cost of additional RMMs for incidents
Figure 42: Cumulative costs of each cost category for scenario RO5 (all sectors, "Best" estimate scenario, without discounting).
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Appendix 10. Measured levels in environmental compartments
10.1. Introduction
As discussed in section 1.3 of the main report, only a small increment of PFASs have been so far monitored with targeted analytical methods. Consequently, a large number of substances that are classified as PFASs are never monitored for in environmental studies. Meanwhile, recent advancement of non-target and suspect screening methods using highresolution mass spectrometry have enabled the semi-quantitative identification of many unknown substances in mainly abiotic environmental and product samples. These methods have led to the identification of emerging anionic, zwitterionic, cationic, and neutral PFASs in water (Strynar et al., 2015, Gebbink et al., 2016a), sediment (Newton et al., 2017), soil (Lin et al., 2017), airborne particulate matter (Yu et al., 2018), and biological samples (Liu et al., 2018a, De Silva et al., 2021). By now there is a wealth of information on the environmental occurrence available published as peer-reviewed articles and as research and project reports.
The aim of this section is not to provide an exhaustive review of all monitoring information available. Instead, rather selected key studies and results from monitoring programmes, primarily from the NORMAN network substantiating the properties described under section 1.1.4 and in the respective Annexes (B.4.1-B.4.4).
Searches for primary research studies and monitoring programs reporting on occurrence, levels and accumulation in different environmental samples and food webs from all compartments were conducted. Occurrence and concertation of all PFAS data available in the NORMAN database (11/2021) were extracted and analysed as well.
It is noted that for the presented monitoring data no differentiation has been made between the potential sources of PFASs, except where specified. Use of PFASs in firefighting foams is only one of the sources for the levels observed in the environment generally.
10.2. Distribution and mobility in water and soil
The basis for the following paragraphs on the occurrence of PFASs in water are the recent published review papers by Sims and coworkers (Sims et al., 2021). The main findings from this review paper are summarized according to the different matrixes (Groundwater, freshwater and marine water). The review examined 371 peer-reviewed studies published since 2001 to understand the occurrence and distribution of 24 priority PFASs in global surface waters and groundwater.
The occurrence of PFASs in soil and their distribution is discussed on the basis of a review paper (Brusseau et al., 2020) which aggregated soil-survey reports which comprise samples collected from all continents, and from a large variety of locations in both urban and rural regions.
These findings were complemented by analysis results from databases on monitoring data (IPChem, NORMAN) and results from national monitoring programs as well as published data. Measured levels of PFASs in surface waters, ground water, drinking water and soil are presented in Table 19, Table 20, Table 21 and Table 22
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It has to be noted that the mentioned above review studies have either focused their literature research on a list of certain PFASs or data from literature itself mainly focusses on very few PFASs. Studies published between 2009 and 2017 have discovered 455 new PFASs (including nine fully and 446 partially fluorinated compounds), 45%, 29%, 17%, and 8% of which are anions, zwitterions, cations, and neutrals, respectively. They have been identified in natural waters, fish, sediments, wastewater, activated sludge, soils, aqueous film-forming foams, and commercial fluoropolymer surfactants (Xiao, 2017).
10.2.1. Occurrence of PFASs in Groundwater, freshwater and marine water
Tables presenting the levels of measured PFASs in surface water and ground water are at the bottom of this section (Tables Table 19 and Table 20).
Major sources of PFASs to the aquatic environment includes industrial runoff, wastewater treatment plants (WWTPs), landfills, atmospheric deposition, and AFFF storage and use in both training exercises and actual fire emergencies. Much of the contamination emerging from WWTP discharges originates from consumer products used within the household, which can release these compounds to wastewater collection systems during washing after usage (Xiao, 2017). As discussed in Annex B.4.5 conventional wastewater treatments have been shown to be ineffective as removal processes for many PFASs. The authors of the review point out that AFFF use is one of the leading contributors to surface waters and groundwater contamination in the environment, primarily near areas where the use and practice of removing foams can result in seepage to aquifers and introduction to watersheds near airports and air bases, where AFFF usage is highest (D'Agostino and Mabury, 2017; Moody and Field, 1999, 2000).
Literature was reviewed focussing with the aim to identify global distributions of 24 PFASs. They include: C4-C14 PFCA, C4-C10 PFSA perfluorooctane sulfonamide (PFOSA), 4:2 fluorotelomer sulfonate (4:2 FTSA), 6:2 fluorotelomer sulfonate (6:2 FTSA), 8:2 fluorotelomer sulfonate (8:2 FTSA), 2-(N-methylperfluorooctane sulfonamido) acetic acid (N-MeFOSAA), and 2-(N-ethylperfluorooctanesulfonamido) acetic acid (N-EtFOSAA in both surface waters and groundwater), between 2001 and 2020 from all searches. Of these results, 3313 paper were identified as relevant to the review based on the inclusion criteria of identifying occurrence information from aquatic systems and groundwaters. Since 2001, 371 unique papers were identified in the literature search, a majority of which investigated surface waters (349) with much fewer examining groundwater occurrence (65). Globally, Asia (207) had the largest number of publications regarding PFASs water distribution, followed by Europe (106) and North America (66). Other regions, including Oceania (11), Africa (10), Antarctica (5), South America (1), the Middle East (1) and the open oceans (7), had much less data regarding PFASs contamination of environmental waters. Inland waters have received more attention than coastal and marine systems likely because sources of PFASs contamination have been reported to result from military or firefighting training grounds, industrial processes, or discharges from wastewater treatment plants to receiving systems, and eventually to groundwater. The most commonly studied aquatic systems, and in most cases, were the most contaminated. This contamination gradient from inland lotic to lentic systems, and then lowest values in coastlines and oceans was observed. This pattern fits to the list of potential sources for water contamination with PFASs allowing to gradually dilute from rivers to coast water to oceans with water as a mobile matrix to distribute PFASs worldwide.
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Detection frequencies ranged between 90% for PFOA and 81% for PFOS 80% for PFHxA down to 15% N-MeFOSAA in surface water. In groundwater detection frequencies ranged between 68% (PFHxA) to 1% for N-MeFOSAA. Trends in detection-frequencies do not necessarily reflect the distribution properties of the investigated PFASs as their use pattern also plays a role. ( Groundwater measured levels make here an exception showing some chain length dependent trend).
It is important to note that >C9 PFCAs and PFSAs were generally detected at lower concentrations compared to the shorter-chain homologues in both surface waters and groundwater. For example, the occurrence of PFASs in groundwater and surface water at the Maozhou River basin in China indicates that the detection frequencies of C4-C8 chains (C4-C8) PFASs were higher than C9-C14 chains PFASs in the river and groundwater. Statistical analysis showed an obvious correlation between the major contaminants in the river and those in the groundwater, indicating the potential linkage of PFASs in the groundwater to the surface water (Li et al., 2020). In many cases, these longer chain compounds were not produced intentionally and are only present as impurities and precursors in many products; however, the voluntary phase-out of long-chain PFASs in industrial facilities and consumer products, and replacement with shorter chain analogues may have also played a role in their occurrence (Cousins et al., 2019). Physico-chemical properties of these long-chain PFASs and environmental partitioning dynamics clearly will also affect their fate in the environment. In this context it has to be noted that ultra-shortchain PFASs are often lacking in monitoring programs as they are analytically challenging (Bjornsdotter et al., 2020). For instance in one work (Janda et al., 2019) TFA revealed a more ubiquitous occurrence and was found in concentrations between 0.045 and 17 pg/L in drinking water, groundwater and surface water.
Monitoring data from groundwater available from the databases IPCHEM and NORMAN are available from Sweden, Italy, France and Austria from several locations. In European groundwaters, the levels of individual short-chain PFASs have been measured up to several micrograms per litre (see Table Table 19). Groundwater concentrations range between <LOQ and 1280 ng/L for PFBA, <LOQ and 902 ng/L for PFPeA, <LOQ and 1890 ng/L for PFHxA. Concentrations of PFOS and PFOA were the highest out of the long-chain PFASs in European groundwaters (between <LOQ and 42 200 ng/L for PFOS; between <LOQ and 29 886 ng/L for PFOA). Also high PFHxS and 6:2FtS concentrations have been measured in Sweden (up to 3470 ng/L for PFHxS and 2680 ng/L for 6:2FtS) and France (up to 2860 ng/L for PFHxS).
Results from groundwater monitoring near point sources indicate that PFAS concentrations in groundwater and aquifers are highly variable even within a few kilometers, at least based on the currently available information, which inherently is influenced by site-specific geological factors. Thus, point-source contamination may be challenging to identify unless locations of use or production has been identified or is suspected in an area. For example, levels of PFOA around the facility were on average around 15,000 ng/L, however, when compared to observations only 1-4 km away, mean PFOA dropped to 23 ng/L, and then further decreased to 2.6 ng/L when sampled 4-10 km away from the facility (Liu et al., 2016). A similar gradient was seen by Filipovic et al. in Stockholm, Sweden for groundwater contamination by AFFF at a former air force base. Concentrations of PFOS in some wells reached 42,200 ng/L while others within a few kilometers were as low as 7 ng/L (Filipovic et al., 2015).
Table 19. Collection* of PFAS levels of PFASs detected in groundwater.
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PFASs
I ground
PFOA
335-67-1 Austria
water
ng/L <1 13.7
ground
PFOS
1763-23-1 Austria
water
ng/L <1 37.3
ground
6:2FtS
27619-97-2 France
water
ng/L <4 150
ground
8:2FtS
39108-34-4 France
r water
ng/L
ground
<4 9 <LO
PFBA
375-22-4 France
water
ng/L Q
327
ground
<LO
PFBS
375-73-5 France
water
ng/L Q
750
ground
<LO
335-76-2 France
water
ng/L Q
5
ground
PFDoA
307-55-1
I
PFDS
335-77-3
France France
water ground water
ng/L 0.58 29
ng/L
0.06
ground
<LO
PFHpA
375-85-9 France
water
ng/L Q
224
ground
375-92-8 Franc
water
ng/L <4 204
ground
<LO
PFHxA
307-24-4 France
water
ng/L Q
1340
ground I -- I
<LO
PFHxS
355-46-4 France
water
ng/L Q
2860
ground
<LO
PFNA
375-95-1 France
water
ng/L Q
14
ground
<LO
335-67-1 France
water
ng/L Q
341
ground
<LO
PFOS
1763-23-1 France
water
ng/L Q
581
ground
PFOSA
754-91-6 France
water
ng/L 0.17 1
PFPeA PFTrDA
2706-90-3 France 72629-94-8 France
ground
r water
ng/L
ground
water
ng/L
<LO
Q
902
ground
PFUdA
2058-94-8 France
water
ng/L
0.05
ground
PFBA
375-22-4 Germany water
ng/L 90 280
ground
PFHpA
375-85-9
Germany
r water
ground
ng/L
300 560
PFHxA
307-24-4 Germany water
ng/L 250 7
ground
PFOA
335-67-1 Germany water
ng/L 440 1700
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Number of studies
3 3 3 2 5 5
3 3 6 4 5 5 6 6 4
5 3 3 1 1
1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
ground
PFPeA
2706-90-3 Germany water
ng/L 290 830
1
PFPrA
Perfluoropro
ground
panic acid
422-64-0 Germany water
ng/L 56 100
1
76-05-1
ground
TFA
Germany water
ng/L 830 2200
1
ground
-T- 1 r PFBS
375-73-5
Ireland
water
ng/L 0.08 0.22
1
r
ground
PFHxS
355-46-4 Ireland
water
ng/L 0.12 0.28
1
ground
PFNA
375-95-1 Ireland
water
ng/L
0.22
1
ground
335-67-1 Ireland __ water
ng/L 1.6 X140
ground
j I PFOS
1763-23-1 Ireland
water
ng/L 0.32 1.34
1
ground
PFOSA
754-91-6 Ireland
water
ng/L 0.1 0.38
1
ground
PFBS
375-73-5 Italy
water
ng/L 1
29
2
PFBA JI
375-22-4 Italy
ground
water
ng/L
ground
PFDA
335-76-2 Italy
water
ng/L 0.5 34
2
T ground I
PFDoA
307-55-1 Italy
water
ng/L 1
13
2
ground
PFHpA
375-85-9 Italy
water
ng/L 0.88 761
2
ground
355-46-4 Italy
water
ng
125
2
ground
PFHxA
307-24-4 Italy
water
ng/L 0.7 840
2
ground
PFNA
375-95-1 Italy
water
ng/L 0.5 34.22
ground
PFOA
335-67-1 Italy
water
ng/L 1.4 29886
3
ground
PFOS
1763-23-1 Italy
water
ng
ground
PFPeA
2706-90-3 Italy
water
ng/L 2
62
2
ground
PFUdA
2058-94-8 Italy
water
ng/L 0.5
ground
PFHpA PFHxA
F 375-85-9
307-24-4
Malta ]
Malta
water ground
r
ng/L
water
ng/L
<LOD 1.36 <LOD .
ground
PFHxS
355-46-4 Malta
water
ng/L <LOD 2.22
1
ffrnlInri
PFNA
375-95-1 Malta
water
ng/L
0.9
1
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ground
PFOA
335-67-1 Malta
water
ng/L <LOD 2.68
1
ground
1763-23-1 Malta
water
ng/L <LOD 2.09
1
375-22-4 Netherlan ground
PFBA
ds
water
ng/L 1.3 1280
1
Netherlan ground
<LO
PFBS
375-73-5 ds
water
ng/L Q
104
1
Netherlan ground
<LO
n PFHpA
375-85-9 ds
water
ng/L Q
318
1
Netherlan ground
PFHxA
307-24-4 ds
water
0.22 670
Netherlan ground
<LO
PFHxS
355-46-4 ds
water
ng/L Q
107
1
Netherlan ground
<LO
PFNA
375-95-1 ds
water
ng/L Q
0.2
1
Netherlan ground
<LO
PFOA
335-67-1 ds
water
ng/L Q
2060
1
ground
PFOS
1763-23-1 Sweden water
ng/L <LOD 42200
3
ground
PFUdA
2058-94-8 Sweden water
ng/L <LOD 20
3
ground
<MD
N-MeFOSAA 2355-31-9 Sweden water
ng/L L
8.3
1
ground
I PFPeA
2706-90-3 Sweden water
ng/L <LOD 19
3
ground
PFPeS
2706-91-4 Sweden water
ng/L <LOD 9.4
1
ground
6:2FtS
27619-97-2 Sweden water
ng/L <LOD 2680
2
2991-50-6
ground
<MD
N-EtFOSAA
Sweden water
ng/L L
8
1
ground
PFHxA
307-24-4 Sweden water
ng/L <LOD 1890
4
ground
PFDoA
307-55-1 Sweden water
ng/L <LOD 59
3
ground
PFOA
335-67-1 Sweden water
ng/L <LOD 4470
4
ground
335-76-2 Sweden water
ng/L <LOD 113
3
ground
PFDS
335-77-3 Sweden water
ng/L <LOD 5.1
2
ground
PFHxS
355-46-4 Sweden water
ng/L <LOD 3470
3
375-22-4
ground
PFBA
Sweden water
ng/L <LOD 409
3
ground
PFBS
375-73-5 Sweden water
ng/L <LOD 22
3
ground
PFHpA
375-85-9 Sweden water
ng/L <LOD 740
3
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ground
PFHpS
375-92-8 Sweden water
ng/L <LOD 39
1
ground
PFNA
375-95-1 Sweden water
ng/L <LOD 66
3
ground
PFTeDA
376-06-7 Sweden water
ng/L <LOD 4.9
3
ground
PFNS
68259-12-1 Sweden water
ng/L <LOD 18
1
ground
PFTrDA
72629-94-8 Sweden water
ng/L <LOD 4.1
2
ground
<MD
PFOSA
754-91-6 Sweden water
ng/L L
9
2
* the presented data originates from: (Barreca et al., 2018, Bjornsdotter et al., 2020) (Boiteux
et al., 2016) (Boiteux et al., 2012, Brueller et al., 2018, Dauchy et al., 2017b, Eschauzier et
al., 2013b, Filipovic et al., 2014, Gao et al., 2019, Gobelius et al., 2018, Harrad et al., 2020,
Janda et al., 2019, Mazzoni et al., 2015, Munoz et al., 2017b, Pignotti et al., 2017, Sammut et
al., 2019, Zoboli et al., 2019, Dauchy et al., 2018)
Table 20. Collection of the levels detected in surface waters.
PFASs Perfluorooctanes ulfonic acid (PFOS) Perfluorohexano ic acid (PFHxA) Perfluorooctanoi c acid (PFOA) Perfluorodecano ic acid (PFDA) Perfluorobutane sulfonic acid (PFBS) Perfluoroheptan oic acid (PFHpA) Perfluorononano ic acid (PFNA)
Perfluorooctanes ulfonate
PFOS
PFOA Perfluorooctanes ulfonic acid (PFOS) Perfluorohexano ic acid (PFHxA) Perfluorooctanoi c acid (PFOA)
CAS
1763 -23-1 30724-4 33567-1 33576-2
37573-5 37585-9 37595-1 4529 8-906 1763 -23-1 33567-1
1763 -23-1 30724-4 33567-1
Unit
g/I g/I g/I g/I
g/I g/I g/I
g/I g/I g/I
g/I g/I g/I
Country
Austria Austria Austria Austria
Austria Austria Austria
Austria Austria Austria
Bulgaria Bulgaria Bulgaria
Matrix
Surface water River water Surface water River water Surface water River water Surface water River water
Surface water River water Surface water River water Surface water River water
Surface water River water surface water (filtered) surface water (filtered)
Surface water River water Surface water River water Surface water River water
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Min
Max
0
0.0110
0
0.0079
0
0.0400
0
0.0009
0
0.0030
0
0.0066
0
0.0025
0.0065 <LOQ
< LOQ
0.0157 0.0110 0.0064
0
0.0080
0
0.0038
0
0.0135
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2 2 2 2
2 2 2
1 1 1
2 3 3
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Perfluorobutane
sulfonic acid
375-
Surface water -
(PFBS)
73-5 g/I Bulgaria River water
0
0.0020
2
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I Bulgaria River water
0
0.0012
3
Perfluorononano 375-
Surface water -
ic acid (PFNA)
95-1 g/I Bulgaria River water
0
0.0017
2
4529
Perfluorooctanes 8-90-
Surface water -
ulfonate
6
g/I Bulgaria River water
0
0.0574
1
Perfluorooctanes
ulfonic acid
1763
Surface water -
(PFOS)
-23-1 g/I Croatia River water
0
0.0082
2
Perfluorohexano 307-
Surface water -
ic acid (PFHxA) 24-4 g/l Croatia River water
0
0.0059
3
Perfluorooctanoi 335-
Surface water -
c acid (PFOA)
67-1 g/I Croatia River water
0
0.0300
4
Perfluorobutane
sulfonic acid
375-
Surface water -
(PFBS)
73-5 g/I Croatia River water
0
0.0030
2
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I Croatia River water
0
0.0190
3
Perfluorononano 375-
Surface water -
ic acid (PFNA)
95-1 g/l Croatia River water
0
0.0013
2
4529
Perfluorooctanes 8-90-
Surface water -
ulfonate
6
g/I Croatia River water
0.0051 0.0119
1
Perfluorooctanoi 335-
Czech Surface water -
c acid (PFOA)
67-1 g/I Republic River water
0.0083 0.0097
1
Perfluorodecano 335-
Czech Surface water -
ic acid (PFDA)
76-2 g/I Republic River water
0
0.0010
1
Perfluoroheptan 375-
Czech Surface water -
oic acid (PFHpA) 85-9 g/I Republic River water
0.0020 0.0026
1
Perfluorononano 375-
Czech Surface water -
ic acid (PFNA)
95-1 el Republic River water
0.0017 0.0029
1
4529
Perfluorooctanes 8-90-
Czech Surface water -
ulfonate
6
g/I Republic River water
0.0115 0.0203
1
Perfluorooctanes
ulfonic acid
1763
Surface water -
(PFOS)
-23-1 g/I France River water
0
1.9000
1
Perfluoroundeca
noic acid
2058
Surface water -
(PFUdA)
-94-8 g/l France River water
0
0.0090
1
Perfluorohexano 307-
Surface water -
ic acid (PFHxA) 24-4 g/I France River water
0
0.3010
1
Perfluorooctanoi 335-
Surface water -
c acid (PFOA)
67-1 g/I France River water
0
9.0000
1
Perfluorodecano 335-
Surface water -
ic acid (PFDA)
76-2 g/I France River water
0
0.0100
1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I France River water
0
0.0070
1
Perfluorononano 375-
Surface water -
is acid (PFNA)
95-1 g/I France River water
0
0.2260
1
Perfluorooctanes
ulfonamide
754-
Surface water -
(PFOSA)
91-6 g/I France River water
0
0.0070
1
acide sulfonique
de
1763
Water (Surface
17.100
perfluorooctane -23-1 g/L France Water)
0.001 0
1
acide perfluoro-
n-
2058
Water (Surface
undecanoA-que -94-8 g/L France Water)
0.001 0.5000
1
acide perfluoro- 2706
Water (Surface
n-pentanoA-que -90-3 g/L France Water)
0.05
1.0000
1
acide perfluoro- 307-
Water (Surface
n-hexanca-que 24-4 g/L France Water)
0.001 3.0500
1
acide perfluoro- 307-
Water (Surface
dodecanoA-que 55-1 g/L France Water)
0.001 0.5000
1
acide perfluoro- 335-
Water (Surface
octanoA-que
67-1 g/L France Water)
0.002 5.4500
1
acide perfluoro- 335-
Water (Surface
decanoA-que
76-2 g/L France Water)
0.001 0.5000
1
acide
perfluorodecane 335-
Water (Surface
sulfonique
77-3 g/L France Water)
0.001 0.5000
1
perfluorohexane 355-
Water (Surface
sulfonic acid
46-4 g/L France Water)
0.001 0.4900
1
acide perfluoro- 375-
Water (Surface
n-butanoA-que 22-4 g/L France Water)
0.001 4.0000
1
acide perfluoro- 375-
Water (Surface
n-heptanoA-que 85-9 g/L France Water)
0.001 0.9000
1
acide
perfluoroheptan 375-
Water (Surface
e sulfonique
92-8 g/L France Water)
0.001 2.0000
1
acide perfluoro- 375-
Water (Surface
n-nonanoA-que 95-1 g/L France Water)
0.001 0.4000
1
acide
perfluorotetrade 376-
Water (Surface
canoique
06-7 g/L France Water)
0.005 1.0000
1
4151
Water (Surface
sulfluramid
-50-2 g/L France Water)
0.02
0.2500
1
4529
sulfonate de
8-90-
Water (Surface
perfluorooctane 6
g/L France Water)
0.001 9.5000
1
acide sulfonique 5993
de
3-66-
Water (Surface
perfluorobutane 3
g/L France Water)
0.001 1.2000
1
acide
7262
pentacosafluorot 9-94-
Water (Surface
ridecanoique
8
g/L France Water)
0.06
4.0000
1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
perfluorooctanes 754-
Water (Surface
ulfonamide
91-6 g/L France Water)
0.001 0.4000
1
Perfluorooctanes
ulfonic acid
1763
Surface water -
(PFOS)
-23-1 g/I Georgia Sea water
0
0.0000
2
Perfluorooctanoi 335-
Surface water -
c acid (PFOA)
67-1 g/I Georgia Sea water
0
0.0015
2
Perfluorohexane
sulfonic acid
355-
Surface water -
(PFHxS)
46-4 g/I Georgia Sea water
0
0.0005
2
Perfluorobutane
sulfonic acid
375-
Surface water -
(PFBS)
73-5 g/I Georgia Sea water
0
0.0001
2
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I Georgia Sea water
0
0.0008
2
Perfluorononano 375-
Surface water -
ic acid (PFNA)
95-1 g/I Georgia Sea water
0
0.0006
2
1084
Perfluorohexane 27-
German Surface water - 0.0001
sulfonate
53-8 g/I y
Coastal water 45
0.0002
1
Perfluorohexano 307-
German Surface water - 0.0000
ic acid (PFHxA) 24-4 g/I y
Coastal water 96
0.0002
1
Perfluorooctanoi 335-
German Surface water - 0.0004
c acid (PFOA)
67-1
y
Coastal water 71
0.0009
1
Perfluoroheptan 375-
German Surface water - 0.0001
oic acid (PFHpA) 85-9 g/I y
Coastal water 48
0.0002
1
4529
Perfluorooctanes 8-90-
German Surface water - 0.0003
ulfonate
6
g/I
Coastal water 28
0.0006
1
Perfluorooctanoi 335-
German Surface water -
c acid (PFOA)
67-1 g/I y
Lake water
0
0.0050
1
Perfluorooctanes
ulfonic acid
1763
German Surface water -
(PFOS)
-23-1
y
River water
0.0069 0.0230
1
Perfluorohexano 307-
German Surface water -
ic acid (PFHxA) 24-4 g/l y
River water
0
0.0060
2
Perfluorooctanoi 335-
German Surface water -
c acid (PFOA)
67-1
y
River water
0
3.0000
2
Perfluorodecano 335-
German Surface water -
ic acid (PFDA)
76-2 g/I
River water
0
0.0010
1
Perfluorohexane
sulfonic acid
355-
German Surface water -
(PFHxS)
46-4 g/I y
River water
0
0.0030
1
Perfluorobutane
sulfonic acid
375-
German Surface water -
(PFBS)
73-5 g/I y
River water
0
0.0023
2
Perfluoroheptan 375-
German Surface water -
oic acid (PFHpA) 85-9 g/I y
River water
0
0.0026
2
Perfluorononano 375-
German Surface water -
ic acid (PFNA)
95-1 p.g/I y
River water
0
0.0027
2
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
4529
Perfluorooctanes 8-90-
German Surface water -
ulfonate
6
p.g/I y
River water
0.0019 0.0189
1
Perfluorooctanes
ulfonic acid
1763
Surface water -
(PFOS)
-23-1 g/I Hungary River water
0
0.0260
2
Perfluorohexano 307-
Surface water -
ic acid (PFHxA) 24-4 g/I Hungary River water
0
0.0300
3
Perfluorooctanoi 335-
Surface water -
c acid (PFOA)
67-1 g/I Hungary River water
0
0.0370
4
Perfluorodecano 335-
Surface water
ic acid (PFDA)
76-2 g/I Hungary River water
0
0.0008
2
Perfluorobutane
sulfonic acid
375-
Surface water -
(PFBS)
73-5 g/I Hungary River water
0
0.0037
2
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I Hungary River water
0
0.0100
3
Perfluorononano 375-
Surface water -
ic acid (PFNA)
95-1 g/I Hungary River water
0
0.0027
2
4529
Perfluorooctanes 8-90-
Surface water -
ulfonate
6
p.g/I Hungary River water
0.0007 0.0114
1
1084
Internat
Perfluorohexane 27-
ional
Surface water - 0.0000
sulfonate
53-8 p.g/I Waters Coastal water 04
0.0000
1
Internat
Perfluorohexano 307-
ional
Surface water - 0.0000
ic acid (PFHxA) 24-4 p.g/I Waters Coastal water 08
0.0000
1
Internat
Perfluorooctanoi 335-
ional
Surface water - 0.0000
c acid (PFOA)
67-1 p.g/I Waters Coastal water 2
0.0005
1
Internat
Perfluoroheptan 375-
ional
Surface water - 0.0000
oic acid (PFHpA) 85-9 p.g/I Waters Coastal water 08
0.0001
1
4529
Internat
Perfluorooctanes 8-90-
ional
Surface water - 0.0000
ulfonate
6
p.g/I Waters Coastal water 05
0.0001
1
perfluorooctane 1763
218.00
sulfonate - pfos -23-1 ng/L Italy
Surface Water 2
00
1
perfluoro-n-
undecanoic acid 2058
58.000
pfuna
-94-8 ng/L Italy
Surface Water 0.5
0
1
perfluoropentan 2706
974.00
_oic acid - pfpea -90-3 ng/L Italy
Surface Water 2
00
1
perfluorohexano 307-
892.00
ic acid -pfhxa
24-4 ng/L Italy
Surface Water 0.4
00
1
perfluorododeca 307-
19.000
noic acid - pfdoa 55-1 ng/L Italy
Surface Water 1
0
1
perfluorooctanoi 335-
6480.0
c acid - pfoa
67-1 ng/L Italy
Surface Water 0.6
000
1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
perfluorodeca no 335-
ic acid - pfda
76-2 ng/L Italy
perfluorohexane 355-
sulfonate - pfhxs 46-4 ng/L Italy
perfluorobutanoi 375-
c acid - pfba
22-4 ng/L Italy
perfluorobutane 375-
sulfonate - pfbs 73-5 ng/L Italy
perfluoroheptan 375-
oic acid - pfhpa 85-9 ng/L Italy
perfluorononano 375-
ic acid - pfna
95-1 ng/L Italy
Perfluorooctanoi 335-
c acid (PFOA)
67-1 g/I Italy
Perfluoroheptan 375-
oic acid (PFHpA) 85-9 p.g/I Italy
Perfluorononano 375-
ic acid (PFNA)
95-1 mil Italy
4529
Perfluorooctanes 8-90-
ulfonate
6
g/I Italy
Perfluoroundeca
noic acid
2058
(PFUdA)
-94-8 g/l Italy
Perfluorohexano 307-
ic acid (PFHxA) 24-4 g/l Italy
Perfluorooctanoi 335-
c acid (PFOA)
67-1 el Italy
Perfluorodecano 335-
ic acid (PFDA)
76-2 g/I Italy
Perfluoroheptan 375-
oic acid (PFHpA) 85-9 g/I Italy
Perfluorononano 375-
ic acid (PFNA)
95-1 g/I Italy
4529
Perfluorooctanes 8-90-
ulfonate
6
g/I Italy
perfluorooctane 1763
sulfonate - pfos -23-1 ng/L Italy
perfluoro-n-
undecanoic acid 2058
- pfuna
-94-8 ng/L Italy
perfluoropentan 2706
oic acid - pfpea -90-3 ng/L Italy
perfluorohexano 307-
ic acid -pfhxa
24-4 ng/L Italy
perfluorododeca 307-
noic acid - pfdoa 55-1 ng/L Italy
perfluorooctanoi 335-
c acid - pfoa
67-1 ng/L Italy
Surface Water 0.5
Surface Water 5.1
Surface Water 8.2
Surface Water 1
Surface Water 0.3
Surface Water 0.5
Surface water -
Lake water
0
Surface water -
Lake water
0
Surface water -
Lake water
0
Surface water -
Lake water
0
Surface water -
River water
0
Surface water -
River water
0
Surface water -
River water
0
Surface water -
River water
0
Surface water-
River water
0
Surface water -
River water
0
Surface water -
River water
0
Transitional
Water
3.7
Transitional
Water
0.5
Transitional
Water
2
Transitional
Water
0.5
Transitional
Water
1
Transitional
Water
0.6
99.000 0 36.000 0 411.00 00 4328.0 000 946.00 00 174.00 00
0.0030
0.0020
0.0020
0.0240
0.0820
0.0350
1.4650
0.0040
0.0360
0.1270
0.0380
5.0000
1.2000
8.0000
4.3000
2.9000 19.400 0
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2
2 1 2 1
2
V
2 1
1 1 1 1 1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
perfluorodecano 335-
Transitional
ic acid - pfda
76-2 ng/L Italy
Water
0.5
1.1000
1
perfluorohexane 355-
Transitional
10.000
sulfonate - pfhxs 46-4 ng/L Italy
Water
0
1
perfluorobutanoi 375-
Transitional
30.600
c acid - pfba
22-4 ng/L Italy
Water
10
0
1
perfluorobutane 375-
Transitional
sulfonate - pfbs 73-5 ng/L Italy
Water
0.9
9.9000
1
perfluoroheptan 375-
Transitional
oic acid - pfhpa 85-9 ng/L Italy
Water
0.8
2.5000
1
perfluorononano 375-
Transitional
ic acid - pfna
95-1 ng/L Italy
Water
0.5000
1
1084
Perfluorohexane 27-
Netherl Surface water
sulfonate
53-8
ands
River water
0
0.0090
1
Perfluoroundeca
noic acid
2058
Netherl Surface water -
(PFUdA)
-94-8 g/l ands
River water
0
0.0010
1
Perfluoropentan 2706
Netherl Surface water -
oic acid (PFPeA) -90-3 g/I ands
River water
0
0.0260
1
Perfluorohexano 307-
Netherl Surface water -
ic acid (PFHxA) 24-4 g/I ands
River water
0
0.0074
1
Perfluorooctanoi 335-
Netherl Surface water -
c acid (PFOA)
67-1 g/I ands
River water
0
0.0300
1
Perfluorodecano 335-
Netherl Surface water -
1
I
ic acid (PFDA)
76-2 g/I ands
River water
0
0.0020
Perfluorobutanoi 375-
Netherl Surface water -
c acid
22-4 g/I ands
River water
0
0.1200
1
Perfluoroheptan 375-
Netherl Surface water -
oic acid (PFHpA) 85-9 g/I ands
River water
0
0.0050
1
Perfluorononano 375-
Netherl Surface water -
ic acid (PFNA)
95-1 g/I ands
River water
0
0.0012
1
Perfluorooctanes
ulfonamide
754-
Netherl Surface water -
(PFOSA)
91-6 mil ands
River water
0
0.0010
1
Perfluoropentan 2706
Netherl Surface water -
oic acid (PFPeA) -90-3 EP ands
Lake water
0
0.0063
1
Perfluorohexano 307-
Netherl Surface water -
ic acid (PFHxA) 24-4 el ands
Lake water
0
0.0049
1
Perfluorooctanoi 335-
Netherl Surface water -
c acid (PFOA)
67-1 mil ands
Lake water
0.001 0.0045
1
Perfluorodecano 335-
Netherl Surface water -
ic acid (PFDA)
76-2 g/I ands
Lake water
0
0.0004
1
Perfluorobutanoi 375-
Netherl Surface water -
c acid
22-4 g/I ands
Lake water
0
0.0150
1
Perfluoroheptan 375-
Netherl Surface water -
oic acid (PFHpA) 85-9 g/I ands
Lake water
0
0.0025
1
Perfluorononano 375-
Netherl Surface water -
ic acid (PFNA)
95-1 g/I ands
Lake water
0
0.0005
1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Perfluorooctanes
ulfonic acid
1763
Romani Surface water -
(PFOS)
-23-1 g/I a
River water
0
0.0069
2
Perfluorohexano 307-
Romani Surface water -
ic acid (PFHxA) 24-4 g/I a
River water
0
0.0050
3
Perfluorooctanoi 335-
Romani Surface water -
c acid (PFOA)
67-1 g/I a
River water
0
0.0140
3
Perfluorobutane
sulfonic acid
375-
Romani Surface water -
(PFBS)
73-5 g/I a
River water
0
0.0020
2
Perfluoroheptan 375-
Romani Surface water -
oic acid (PFHpA) 85-9 g/I a
River water
0
0.0013
3
Perfluorononano 375-
Romani Surface water -
ic acid (PFNA)
95-1 g/I a
River water
0
0.0033
2
4529
Perfluorooctanes 8-90-
Romani Surface water -
ulfonate
6
g/I a
River water
0
0.1000
1
Perfluorooctanes
ulfonic acid
1763
Surface water -
(PFOS)
-23-1 g/I Serbia River water
0
0.0130
2
Perfluoroundeca
noic acid
2058
Surface water -
(PFUdA)
-94-8 g/I Serbia River water
0
0.0100
1
Perfluorohexano 307-
Surface water -
ic acid (PFHxA) 24-4 g/I Serbia River water
0
0.0300
2
Perfluorooctanoi 335-
Surface water -
c acid (PFOA)
67-1 g/I Serbia River water
0
0.0230
3
Perfluorobutanoi 375-
Surface water -
c acid
22-4 g/I Serbia River water
0
0.0100
2
Perfluorobutane
sulfonic acid
375-
Surface water -
(PFBS)
73-5 g/I Serbia River water
0
0.0030
2
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I Serbia River water
0
0.0079
3
Perfluorononano 375-
Surface water -
ic acid (PFNA)
95-1 g/I Serbia River water
0
0.1080
2
0.0026
4529
680261
Perfluorooctanes 8-90-
Surface water - 522116
ulfonate
6
g/I Serbia River water
7
0.0087
1
Perfluorooctanes
ulfonic acid
1763
Surface water -
(PFOS)
-23-1 g/I Slovakia River water
0
0.0200
1
Perfluorohexano 307-
Surface water -
ic acid (PFHxA) 24-4 g/I Slovakia River water
0
0.0085
3
Perfluorooctanoi 335-
Surface water - River
c acid (PFOA)
67-1 g/I Slovakia water
0.0525
2
Perfluorobutane
sulfonic acid
375-
Surface water -
(PFBS)
73-5 g/I Slovakia River water
0
0.0021
2
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I Slovakia River water
0
0.0081
2
Perfluorononano 375-
Surface water -
ic acid (PFNA)
95-1 g/I Slovakia River water
0
0.0020
2
4529
0.0040
Perfluorooctanes 8-90-
Surface water - 491395
ulfonate
6
g/I Slovakia River water
67314 0.0102
1
Perfluoroundeca
noic acid
2058
Surface water -
(PFUdA)
-94-8 g/I Spain
River water
0
0.0037
1
Perfluoropentan 2706
Surface water -
oic acid (PFPeA) -90-3 g/I Spain
River water
0
0.0678
1
Perfluorohexano 307-
Surface water -
ic acid (PFHxA) 24-4 ugh Spain
River water
0
0.0310
1
Perfluorododeca
noic acid
307-
Surface water -
(PFDoDA)
55-1 ugh Spain
River water
0
0.0098
1
Perfluorooctanoi 335-
Surface water -
c acid (PFOA)
67-1 g/I Spain
River water
0
0.1880
1
Perfluorodecano 335-
Surface water -
ic acid (PFDA)
76-2 g/I Spain
River water
0
0.2130
1
Perfluorobutanoi 375-
Surface water -
c acid
22-4 ugh Spain
River water
0
0.7430
1
Perfluoroheptan 375-
Surface water -
oic acid (PFHpA) 85-9 g/I Spain
River water
0
0.0873
1
Perfluorononano 375-
Surface water -
ic acid (PFNA)
95-1 g/I Spain
River water
0
0.1160
1
Perfluorotetrade
canoic acid
376-
Surface water -
(PFTeDA)
06-7 g/I Spain
River water
0
0.0175
1
Perfluoro-2-
1325
Surface water -
methyl-3-
2-13-
Territorial
oxahexanoic acid 6
g/I Ukraine (marine) water 0
0.0007
1
Perfluorooctanes
Surface water -
ulfonic acid
1763
Territorial
(PFOS)
-23-1 g/I Ukraine (marine) water 0
0.0007
2
Surface water -
Perfluorohexano 307-
Territorial
ic acid (PFHxA) 24-4 g/I Ukraine (marine) water 0
0.0006
2
Surface water -
Perfluorooctanoi 335-
Territorial
c acid (PFOA)
67-1 g/I Ukraine (marine) water 0
0.0027
2
Perfluorohexane
Surface water -
sulfonic acid
355-
Territorial
(PFHxS)
46-4 g/I Ukraine (marine) water 0
0.0016
2
Perfluorobutane
Surface water -
sulfonic acid
375-
Territorial
(PFBS)
73-5 g/I Ukraine (marine) water 0
0.0013
2
Surface water -
Perfluoroheptan 375-
Territorial
oic acid (PFHpA) 85-9 g/I Ukraine (marine) water 0
0.0012
2
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Surface water -
Perfluorononano 375-
Territorial
is acid (PFNA)
95-1 g/I Ukraine (marine) water 0
0.0006
2
Perfluoroundeca
United
noic acid
2058
Kingdo Surface water -
(PFUdA)
-94-8 g/I m
River water
0.01 0.1000
1
United
Perfluorohexano 307-
Kingdo Surface water -
ic acid (PFHxA) 24-4 g/I m
River water
0.0089 0.1000
1
Perfluorododeca
United
Lnoic acid
307-
Kingdo Surface water -
(PFDoDA)
55-1 p.g/I
River water
0.05
0.1000
1
United
Perfluorooctanoi 335-
Kingdo Surface water -
c acid (PFOA)
67-1 g/I m
River water
0.03
0.1000
1
United
Perfluorodecano 335-
Kingdo Surface water -
ic acid (PFDA)
76-2 g/I m
River water
0.005 0.1000
1
United
Perfluoroheptan 375-
Kingdo Surface water -
oic acid (PFHpA) 85-9 g/I m
River water
0.005 0.1000
1
United
Perfluorononano 375-
Kingdo Surface water -
ic acid (PFNA)
95-1 g/I m
River water
0.005 0.1000
1
Perfluorotetrade
United
canoic acid
376-
Kingdo Surface water -
(PFTeDA)
06-7 g/I m
River water
0.1
0.1000
1
10.2.2. Suspended particulate matter
As described in Gockener et al. (2022)), PFASs adsorb in aquatic compartments to organic carbon in sediment and suspended particulate matter (SPM). As a consequence, concentrations of both PFCA and PFSA, significantly increased with total organic carbon (TOC) in SPM from German rivers between 2005-2019 (Gockener et al., 2022). As a consequence, PFAS levels in SPM (or sediment) must be considered independent of the concentration in the water phase. Interestingly, the correlation of TOC with PFCA levels were stronger when samples were analysed by the direct total oxidizable precursor (dTOP) (vs. target), which indicates a stronger sorption of non-extractable PFCAs during target analysis. In general, differences between target and dTOP were less pronounced for PFSAs compared to PFCAs. However, both PFSAs and PFCAs show spatial differences among the German river systems between both analytical methods (Figure 43). Whereas classic PFCA target analysis resulted in comparably low levels in the river Saar, dTOP analysis revealed a relatively high contamination with previously non-extractable PFCAs (Figure 43). Similar observations were made for PFSAs in the river Saale, which (1) demonstrated the particular importance of sorption in Saar and Saale and (2) indicates potential production shifts in both rivers (Figure 43, Gockener et al. (2022))).
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ZPFCA (target)
ZPFSA (target)
log(Ii3PFCA pg/kg dw)
ev6 Oa
.O cie
River
1PFCA (dTOP)
g 0.5
LL
0.0 -1.0 -
2.5 , 2.0
River
IPFSA(dTOP)
0 0.5 -
4'
,(06
ya
Ca
Oa
Oa
Ryer
River
Figure 43. Differences in PFCA and PFSA levels in the main German rivers and important tributaries (Danube, Elbe, Mulde, Rhine, Saale, Saar) in suspended particulate matter (2005-2019) taken from Gockener et al. (2022)). Samples were analysed by classical target analysis (red) and direct Total Oxidizable Precursor (dTOP) Assay (blue). Spatial analysis took variations in sampling year (see Figure 51) and total organic carbon content into account. The red circle indicates an outlier. In general, concentrations in SPM from Germany (ZPFAS: 0.34-14.9 pg kg-1) were considerably lower compared to those in muscle of bream (Abramis brama) (ZPFAS: -4.35-41.7 g kg-1- from similar sampling sites between 2017-2019 (Gockener et al., 2021). Furthermore, concentrations in SPM from the Gironde Estuary in France tended to be lower in 2012/13 (ZPFAS: 1.3-5.6 pg kg-1) compared to SPM from Germany (Munoz et al., 2019). In 2014, concentrations in SPM from the Gironde Estuary in France reported ZPFAS concentrations between 3.3-10 pg kg-1- in subsurface water and 2.8-6.1 pg kg-1- in bottom water samples (Munoz et al., 2017a).
Taken together, the study by Gockener et al. (2022)) demonstrates that conventional target analysis seems to overlook emerging PFAS contamination and production shifts as it is mainly focussed on already regulated substances. Therefore, novel analytical techniques such as the dTOP assay are necessary for comprehensive spatial and temporal assessments (see section below on time trends).
10.2.3. Occurrence of PFASs in Soil
Table presenting the levels of measured PFASs in soil is at the bottom of this section (Table 21)
There are generally fewer studies and data which describe the occurrence of PFASs in soil than in water. (Brusseau et al., 2020) analysed data from scientific studies as well as the
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U.S. Air Force AFFF Impacted-Site database in their current review. They compiled a dataset which contains >30,000 samples collected from >2500 sites worldwide. Due to the fact that methods for sampling and analysis varied among the different studies, the authors focused their analysis on maximum reported concentrations for PFOA and PFOS as these substances were measured in each study. The number of PFAS analyzed, in the studies compiled for that review, ranged from 2 to 32, with a mean of 14. Total PFAS concentrations ranged from <0.001 to 237 g/kg. PFOS and PFOA were the most prevalent PFASs reported for almost all of the studies (Brusseau et al., 2020). Due to the focus on PFOA, PFOS, there is a lack of data for short-chain PFASs and novel replacement substances such as HFPO-DA. Additionally, it has to be assumed that only substances for which standards are commonly available have been analysed in the studies compiled by (Brusseau et al., 2020). NTS or total-fluorine measurements were not included in the review. In consequence, there is still a gap of knowledge regarding PFASs levels in soil. Nonetheless, the data compiled by Brusseau et al in combination with data from the NORMAN database (Norman database, 2021)) provides a good overview of PFASs levels in soil.
Concentrations reported for PFAS-contaminated sites were generally orders-of-magnitude greater than ambient background levels. It is noteworthy that soil concentrations reported for PFASs at contaminated sites are often orders-of-magnitude higher than typical groundwater concentrations. The results of the review from (Brusseau et al., 2020) demonstrate that PFASs are present in soils across the globe, and indicate that soil is a significant reservoir for PFASs. A critical question of concern is the long-term migration potential to surface water, groundwater, and the atmosphere as well as potential human exposure via the soil-groundwater-drinking water-path or the soil-groundwater-nutrition (plant or animal) path.
Table 21. Collection of the levels detected in soil.
PFASs PFOS PFUnDA PFHxA PFDoDA PFOA PFDA PFHxS PFHpA PFHpS PFNA PFDS
N-EthylPerfluorooctane sulfonamide Perfluorooctansul fonamide PFODA PFOS PFUdA
CAS 1763-23-1 2058-94-8 307-24-4 307-55-1 335-67-1 335-76-2 355-46-4 375-85-9 375-92-8 375-95-1
39108-34-4
4151-50-2
754-91-6 16517116 1763-23-1 2058-94-8
Unit ng/g dw ng/g dw ng/g dw ng/g dw ng/g dw ng/g dw ng/g dw ng/g dw ng/g dw ng/g dw
ng/g dw
ng/g dw
ng/g dw ng/g dw ng/g dw ng/g dw
Min < I-OQ 0.10 0.18 0.1 < I-OQ 0.23 0-0,050 0.13 0-0.06 0.18
0.10
<0,2
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Max 49 0.35 0.34 0.21 5 0.88 0.14 4.1 0.14 0.65 00.050 0-0.1
1 <0.20 2.1 <0.20
Country Austria Austria Austria Austria Austria Austria Austria Austria Austria Austria
Matrix soil soil soil soil soil soil soil soil soil soil
Number of studies
2 1 1 1 2 1 1 1 1 1
Austria soil
1
Austria soil
1
Austria soil
1
Belgium soil
Belgium soil
Belgium soil
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFPeA
2706-90-3 ng/g dw <0.20 0.36 Belgium soil
*
PFPeS
2706-91-4 ng/g dw
<0.20 Belgium soil
6:2 FTS
27619-97-2 ng/g dw <0,2
1
Belgium soil
*
PFHxA
307-24-4 ng/g dw <0.20 0.39 Belgium soil
PFDoA
307-55-1 ng/g dw
<0.20 Belgium soil
*
PFOA
335-67-1 ng/g dw <0,2
2.2
Belgium soil
PFDA
335-76-2 ng/g dw <0.20 0.21 Belgium soil
*
PFHxS
355-46-4 ng/g dw
<0.20 Belgium soil
PFBA
375-22-4 ng/g dw 0.35
2.6
Belgium soil
*
PFBS
375-73-5 ng/g dw <0.20 0.3
Belgium soil
PFHpA
375-85-9 ng/g dw <0.20 0.27 Belgium soil
*
PFHpS
375-92-8 ng/g dw
<0.20 Belgium soil
PFNA
375-95-1 ng/g dw <0.20 0.24 Belgium soil
*
PFTeDA
376-06-7 ng/g dw
<0.20 Belgium soil
PFDS
39108-34-4 ng/g dw
<0.20 Belgium soil
*
PFHxDA
67905-19-5 ng/g dw
<0.20 Belgium soil
PFNS
68259-12-1 ng/g dw
<0.20 Belgium soil
*
PFTrDA
72629-94-8 ng/g dw
<0.20 Belgium soil
757124-72-
<0.20
*
4:2 FTS
4
ng/g dw
Belgium soi
PFHxDA
ng/g dw
<0.20 Belgium soil
PFDoS
ng/g dw
<0.20 Belgium soil
*
8:2/10:2
disubstituted
polyfluoroalkyl phosphate
1158182-
German
(8:2/10:2 diPAP) 60-5
ng/g dw 0.15
0.15
soil
1
2,3,3,3-
Tetrafluoro-2-
(1,1,2,2,3,3,3,-
heptafluoropropox y)-propanoic acid
German
(HFPO-DA)
13252-13-6 ng/g dw 0.15
0.15 y
soil
1
7H-
DoGermanycafluo roheptanoic acid
German
(7H-PFHpA)
1546-95-8 ng/g dw 0.15
0.4
y
soil
1
PerfluorooctaGer manycanoic acid
German
(PFODA)
16517-11-6 ng/g dw 0.15
0.15 y
soil
1
Perfluorooctane
German
sulfonate (PFOS) 1763-23-1 ng/g dw 0.15
9.23
soil
1
Bis[2-
(perfluoroGerman
ycyl)ethyl] phosphate (10:2
German
diPAP)
1895-26-7 ng/g dw 0.15
0.15 y
soil
1
PerfluorounGerm anycanoic acid
German
(PFUnDA)
2058-94-8 ng/g dw 0.15
0.66 y
soil
1
N-Methyl perfluorooctane
German
sulfonamido
2355-31-9 ng/g dw 0.15
0.15 y
soil
1
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acetic acid (NMeFOSAA)
Perfluoropentanoi
T German
c acid (PFPA)
2706-90-3 ng/g dw 0.15
0.15 y
soil
1
1H,1H,2H,2H-
Perfluoro-noctane sulfonic
German
acid (6:2 FtS)
27619-97-2 ng/g dw 0.15
0.53 y
soil
1
Perfluorooctanes ulfonamidoacetic
German
acid (FOSAA)
2806-24-8 ng/g dw 0.15
0.37 y
soil
1
N-Ethyl
perfluorooctane
sulfonamido acetic acid (NEtFOSAA)
2991-50-6 ng/g dw 0.15
German 0.15 y
Perfluorohexanoic
German
acid PFHxA
307-24-4 ng/g dw 0.15
0.85 y
soil
1
PerfluorodoGerm anycanoic acid jPFDoDA)
307-55-1
ng/g dw 0.15
German
0.15 y
N-Methyl-
perfluorooctanesu IfonamiGermany
German
AN-MeFOSA)
31506-32-8 ng/g dw 0.15
0.15 y
soil
1
Perfluorooctanoic
German
acid (PFOA)
335-67-1 ng/g dw 0.15
3.88
soil
1
PerfluoroGerman ycanoic acid
German
(PFDA)
335-76-2 ng/g dw 0.15
0.69
soil
1
PerfluoroGerman ycane sulfonate
German
(PFDS)
335-77-3 ng/g dw 0.15
0.15
soil
1
Perfluorohexane sulfonate
German
(PFHxS)
355-46-4 ng/g dw 0.15
0.15
soil
1
Perfluorobutanoic
German
acid (PFBA)
375-22-4 ng/g dw 0.15
2.09
soil
1
Perfluorobutane
German
sulfonate (PFBS) 375-73-5 ng/g dw 0.15
0.15 y
soil
1
Perfluoroheptanoi
German
c acid (PFHpA) 375-85-9 ng/g dw 0.15
1.42
soil
1
Perfluoroheptane sulfonate
German
(PFHpS)
375-92-8 ng/g dw 0.15
0.15
soil
1
Perfluorononanoi
German
c acid (PFNA)
375-95-1 ng/g dw 0.15
1.79 y
soil
1
PerfluorotetraGer manycanoic acid
German
(PFTeDA)
376-06-7 ng/g dw 0.15
0.15 y
soil
1
1H,1H,2H,2H-
Perfluoro-n-
Germanycane sulfonic acid (8:2 FtS)
39108-34-4 ng/g dw 0.15
German 0.15 y
N-Ethyl-
German
perfluorooctane 4151-50-2 ng/g dw 0.15
0.15 y
soil
1
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sulfonamiGerman
v (N-EtFOSA)
Pentafluoropropa
German
noic acid (PFPrA) 422-64-0 ng/g dw 0.15
0.15 y
soil
1
Bis[2-
(perfluorohexyl)et hyl] phosphate
German
(6:2 diPAP)
57677-95-9 ng/g dw 0.15
7.02 y
soil
1
Mono[2-
(perfluorohexyl)et hyl] phosphate
German
(6:2 PAP)
57678-01-0 ng/g dw 0.15
0.15 y
soil
1
Mono[2-
(perfluorooctyl)eth yl] Phosphate (8:2
German
_PAP)
57678-03-2 ng/g dw 0.15
0.15 y
soil
1
Bis[2-
(perfluorooctyl)eth yl] phosphate (8:2
German
diPAP)
678-41-1 ng/g dw 0.15
0.15 y
soil
1
PerfluorohexaGer manycanoic acid
German
(PFHxDA)
67905-19-5 ng/g dw 0.15
0.15 y
soil
1
PerfluorotriGerma nycanoic acid
German
(PFTrDA)
72629-94-8 ng/g dw 0.15
0.15 y
soil
1
Perfluorooctanes ulfonamiGermany
German
JPFOSA)
754-91-6 ng/g dw 0.15
0.15
soil
1
1H,1H,2H,2H-
Perfluoro-nhexanesulfonic
757124-72-
German
acid (4:2 FtS)
4
ng/g dw 0.15
0.15
soil
1
6:2/8:2
I lUVIVI.
,..."../Il l-1
phosphate diester 943913-15-
German
(6:2/8:2 diPAP) 3
ng/g dw 0.15
0.15 y
soil
1
10:2 FTSA
ng/g dw <0.024 n.a.
Sweden soil
1
6:2 FTSA
ng/g dw <0.75 2.96 Sweden soil
1
8:2 FTSA
ng/g dw <0.24
n.a.
Sweden soil
1
EtFOSA
ng/g dw <0.24
n.a.
Sweden soil
1
EtFOSAA
ng/g dw <0.24 & n.a.
Sweden soil
1
EtFOSE
ng/g dw <0.024 n.a.
Sweden soil
1
FOSA
ng/g dw <0.018 0.65 Sweden soil
1
FOSAA
ng/g dw <0.090 0.88 Sweden soil
1
MeFOSA
ng/g dw <0.24
n.a.
Sweden soil
1
MeFOSAA
ng/g dw <0.0048 n.a.
Sweden soil
1
MeFOSE
ng/g dw <0.24
n.a.
Sweden soil
1
PFBA
ng/g dw <3.9
n.a.
Sweden soil
1
PFBS
ng/g dw <0.038 0.96 Sweden soil
1
PFDA
ng/g dw <0.0083 0.68 Sweden soil
1
PFDoDA
ng/g dw <0.024 0.33 Sweden soil
1
PFDS
ng/g dw <0.0048 n.a.
Sweden soil
1
PFHpA
ng/g dw <0.024 0.44 Sweden soil
1
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PFHxA
ng/g dw <8.8
n.a.
Sweden soil
1
PFHxDA
ng/g dw <0.024 n.a.
Sweden soil
1
PFHxS
ng/g dw <0.045 0.4
Sweden soil
1
PFNA
ng/g dw <0.016 0.7
Sweden soil
1
PFOA
ng/g dw <0.024 0.57 Sweden soil
1
PFOcDA
ng/g dw <0.049 0.08 Sweden soil
1
PFOS
ng/g dw <0.024 1.7
Sweden soil
1
PFTeDA
ng/g dw <0.24 0.64 Sweden soil
1
PFTriDA
ng/g dw <0.024 8.3
Sweden soil
1
PFUnDA
ng/g dw <0.014 0.76 Sweden soil
1
* no information on data owner
10.2.4. Ambient concentrations in soil
Concentration ranges in "uncontaminated" soils were reported by (Brusseau et al., 2020) to be < 0,001 - 237 g/kg for total PFAS concentrations. PFOA background concentrations are 0,01 - 123,6 g/kg (median =2.7 g/kg) and PFOS background concentrations range from 0,003 - 162 g/kg (median = 2.7 g/kg) (Brusseau et al., 2020). These ranges are based on 38 studies with > 5700 sample from > 1400 sampling locations. It should be mentioned, that the median values have to be treated care. They are suitable to get an idea of the order of magnitude of the mean concentrations of PFASs in soil. However, scientifically speaking, the calculation of median values from studies that applied different methods for sampling and analysis is not suitable to derive robust, quantitative mean values. Brusseau et al provided information, that sample locations were in both urban and rural areas.
Data from remote areas, where direct human activity is considered absent, have been published in another study (Rankin et al., 2016). They reported PFASs soil concentrations for a single sampling site located in Antarctica (XPFCA 191 pg/g dry-weight (dw), IPFSA 7 pg/g dw). PFOA and PFOS concentrations were 0.05 and 0.007 g/kg, respectively. The authors conclude that the results suggest that the atmospheric long-range transport (LRT) of neutral PFASs followed by oxidation and deposition are a significant source of PFCAs and PFSAs to soils. The PFOS and PFOA concentrations reported for this study are significantly lower than concentrations reported for all of the other studies.
PFASs in agricultural fields are a potential point of entry into the food web. In their review Brusseau and co-workers highlight that results from a number of the studies, that focused on assessing PFAS occurrence in agricultural fields, show widespread presence.
10.2.5. Contaminated sites
Contaminated sites include PFAS manufacturing sites, fire training sites and other AFFFassociated locations at airports and military installations, and a crash site. See section E.4.3.5.2 for some further case examples directly related to firefighting. The secondarysource sites include sites that are adjacent to PFAS-contaminated primary-source sites, or sites for which PFAS-contaminated media were used for different purposes. These latter sites represent for example locations at which biosolids and other amendments were applied to the ground surface, and/or sites at which surface water, groundwater, or treated wastewater was used for irrigation.
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Cases of land application of industrial-waste derived amendment are for instance described in the study by (Wilhelm et al., 2008). Industrial waste with high concentrations of PFASs was manufactured into a soil improver by a recycling company and spread by farmers on agricultural land of the rural area Sauerland, Germany. This led to substantial environmental pollution and had an impact on drinking water. A second site with a similar cause of contamination is located in Rastatt in Germany (Brendel et al., 2018). It should be noted that these cases were discovered by chance. Other cases may be yet undetected. Consequently, the use of PFAS-contaminated media such as biosolids and irrigation water can result in soil contamination, subsequent distribution to other media, and ultimately the potential for human exposure at locations far from the original PFAS source (Liu et al., 2017b, Lindstrom et al., 2011).
For primary contaminated sites (i.e. with direct source of contamination) the study by Brusseau et al (Brusseau et al., 2020) reports maximum PFOA concentrations in the range from 2 pg/kg - >50.000 g/kg (median 83 pg/kg). Maximum PFOS concentrations range from 0.4 pg/kg - 460,000 g/kg (median 8722 g/kg). This is based on 22 studies with samples from > 1000 sampling locations. The number of samples as well as ranges for total PFAS concentrations were not reported.
Secondary source sites have the following background concentrations: PFOAMax: 0,8 pg/kg - 2531 pg/kg (Median 38 g/kg), PFOSMax 0,4 g/kg - 5500 g/kg (Median 680.5 pg/kg) (Brusseau et al., 2020). The authors derive this estimation from 10 studies, from 9 sites. The number of samples as well as ranges for total PFAS concentrations were not reported.
One point of interest is the relative ranges of soil versus groundwater concentrations reported for PFASs (Hunter Anderson et al., 2019). The ratios were positive for the vast majority (87%) of data, reflecting greater soil than groundwater concentrations. In this context soil concentrations "100-times greater than groundwater were observed. This may pose a long-term source for groundwater contamination due to leaching. In this context soil monitoring studies investigating depth profiles of PFASs can reveal how PFASs with different properties distribute in soil. The basic assumption is, that the differing physicochemical properties of different PFASs lead to differences in their distribution within the soil column (e.g.,(Buck et al., 2011), (Washington et al., 2010), (Sepulvado et al., 2011),(Baduel et al., 2017), (Casson and Chiang, 2018), (Dauchy et al., 2018)). This leads to different PFASs concentrations being found depending on the depth the samples were taken from. Brusseau et al (based on findings from the above-mentioned studies) described a trend according to which the greatest concentration of long-chain PFASs (C7, referring to (Buck et al., 2011) are mostly found closer towards the surface (within 1 m, according to (Baduel et al., 2017)). Accordingly, maximum concentrations for short-chain PFASs are measured at greater depths (> 2 m according to (Baduel et al., 2017)). Brusseau et al 2020 summarize the observations from different studies as follows: "The majority of depth-profile data sets show high concentrations present at shallow depths and exponential decreases at greater depths".
Following examples are provided to support the link between the mobile and persistent properties of PFASs and the type of contamination. Not all of the cases are directly linked with the use of PFASs in firefighting foams.
Examples from Europe
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In the surroundings of Rastatt (Baden-Wuerttemberg, Germany), 480 hectares of former arable land are contaminated with short-chain PFASs. The pollution was detected in 2013 and has probably been caused by the longstanding application of compost mixed with sludge from paper production, contaminated with various precursors. Over time, shorter chained PFASs and precursors in the soil wash out into the groundwater. Two groundwater wells for drinking water production had to be closed. Until now, no practicable solution for removing the short-chain PFASs from the soil or groundwater has been found. Furthermore, there are still high concentrations of PFASs (Brendel et al., 2018).
In Italy, on January 2014, drinking water contamination in an area of the Veneto Region was detected mainly due to the drain of fluorinated chemicals by a manufacturing company operating since 1964. More details on the drinking water contamination are provided in this section under "Drinking water concentrations".
Drinking water works in the municipality of Kallinge, Sweden were immediately closed down after contamination of the groundwater was discovered near a Swedish Air Force and civil aviation base where AFFFs have been used (Jakobsson et al., 2014).
Field investigations were carried out in the vicinity of four sites where AFFFs are or were intensively used (two airports, a training center for firefighters and an oil storage depot after a large explosion). In case of the incident of a fire at oil storage depot Twenty-eight years had passed until the field investigation. PFAS profiles were influenced by parameters such as route of PFAS transport after use (runoff, seepage, direct discharge), time elapsed since the cessation of firefighting activities, and firefighting foam composition. The PFAS concentrations found around the investigated sites are the highest recorded in France.
A study investigated the impact of two fluoropolymer manufacturing facilities on downstream contamination of a river and drinking water resources. The impact on the water quality of the drinking water resources was clearly demonstrated. The total PFAS concentrations are the highest detected in France to date (Bach C. et al).
Examples outside Europe
In June 2000, 22000 L of fire retardant foam containing perfluorinated surfactants was accidentally released at L. B. Pearson International Airport, Toronto, ON, and subsequently entered into Etobicoke Creek, a tributary to Lake Ontario. This incidence may be seen as an involuntary long-term field study on the distribution of PFASs. For instance even a decade after the spill, sediment PFOS concentrations are still elevated in Spring Creek Pond which received the foam discharge. The first study monitored PFASs in biota and surface water samples (Moody et al., 2002) The second study examined spatial and long-term (9 year) temporal trends of PFASs in water, sediment, fish, and fish liver collected in 2003, 2006, and 2009 from 10 locations spanning --20 km in Etobicoke and Spring Creeks. Fieldbased sediment/water distribution coefficients (K D) and bioaccumulation factors (BAF) were calculated from environmental measurements (Awad E. et al).
The decades-long disposal of manufacturing waste containing PFASs in landfills in Minnesota resulted in contamination of groundwater serving as the drinking water supply for the eastern Twin Cities metropolitan region. In 2004, local and state agencies in Minnesota were alerted to the presence of PFASs in the drinking water supplies of several eastern Twin Cities suburbs. A study conducted in 2010, six years after the discovery, measured PFASs in garden produce due to past/ongoing water contamination (Deanna P. Scher).
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10.2.6. Soil as a global reservoir
The potential importance of soil as a global reservoir for PFASs was first quantified by Strynar et al. (Strynar et al., 2012) who measured the concentrations of 13 PFASs in samples of surface soil collected from 60 locations in 6 countries. Strynar et al. estimated global soil loadings of 1860 and >7000 t of PFOA and PFOS, respectively. Rankin et al. (Rankin et al., 2016) reported concentrations of 32 PFASs in surface soil samples collected from 62 locations across all continents. Quantifiable levels of more than one PFASs were present in all samples tested, including soils collected from remote locations. Washington et al. (Washington et al., 2019) used data from the Rankin et al. (2016) to calculate global soil loadings for 8 PFASs. The combined estimated load for all 8 PFASs ranged from 1500 to 9000 t, with mean estimates of approximately 1000 t for both PFOA and PFOS. These results indicate that soil has the potential to be a substantial reservoir for PFASs.
Another study (Hunter Anderson et al., 2019) reported a meta-analysis of PFASs soil-togroundwater concentration ratios for samples collected from 324 AFFF source-zone sites across 56 military installations distributed throughout the U.S. The results demonstrated that soil is a significant reservoir for PFASs at these contaminated sites. Transport modeling conducted at individual contaminated sites also indicates that soils and the vadose zone serve as a significant long-term source of PFASs (Weber et al., 2017).
10.2.7. Drinking water concentrations
A recent global survey found a widespread distribution of SC-PFAAs in drinking water (Kabore et al., 2018), with PFBA being detected in 58% of bottled water and 92% of tap water, PFPeA detected in 32% of bottled water and 68% of tap water, PFHxA in 50% of bottled water and 64% of tap water, PFFpA in 42% of bottled water and 90% of tap water, PFBs in 47% of bottled water and 88% of tap water.
PFASs have been detected in European drinking waters according to the NORMAN data (see Table 22). In drinking/tap water, the levels of long-chain PFASs such as PFOA, PFOS and PFHxS were the highest in Italy (up to 1886 ng/L for PFOA, 150 ng/L for PFOS and 141 ng/L for PFHxS). PFOS also has reached concentrations of 46 ng/L in Spain, PFNA of 12 ng/L in Italy and PFOA of 6.2 ng/L in Germany. Same trend has been observed for short-chain PFASs - the highest concentrations have been measured in Italian drinking/tap water: up to 556 ng/L (PFBA), 347 ng/L (PFBS), 267 ng/L (PFPeA), 240 ng/L (PFHxA) and 100 ng/L (PFHpA). PFBA has been detected up to 10 ng/L in tap water in Spain, PFBS up to 8.30 ng/L in Spain, PFHpA up to 8.10 and 1.24 ng/L in Spain and France, PFHxA up to 4.70 and 3.7 ng/L in Spain and France, and PFPeA up to 3.80 and 2.75 ng/L in Spain and France. Other PFASs have been also detected in tap water but the concentrations have been mostly below 1 ng/L.
PFASs have been also measured in bottled drinking water in Europe. Highest concentrations were for PFOS: 40 ng/L in Spain, 20.61 ng/L in France, and 5 ng/L in Italy. Other longchain PFASs have been also measured in bottled water, such as PFOA (14 ng/L in Spain and 13 ng/L in France), PFHxS (10 ng/L in Italy), PFDA (18 ng/L in Spain and 12 ng/L in France), PFTeA (18 ng/L in France), PFDS (up to 9.1 ng/L in France) and PFNA (up to 19 ng/L in Spain). Also short-chain PFASs have been measured in bottled drinking water: e.g. PFHxA (up to 36 ng/L in Spain and 6.3 ng/L in France), PFHpA (up to 19 ng/L in Spain and 22 ng/L in France), PFBS (up to 11 ng/L in Spain and 6.8 ng/L in France).
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Table 22. Collection* of the PFAS levels detected in drinking water/tap water and
bottled drinking water.
PFAS
County
,
_
Max Number
of studies
perfluorobutanesulf 375-73-5 Germany tap water ng/L <0,11 1.3
2
onate - pfbs
perfluorobutanoic 375-22-4 Germany tap water ng/L
0.4 0.6
2
acid - pfba
perfluorodecanoic 335-76-2 Germany tap water ng/L <
0.3
2
acid - pfda
0,19
perfluorododecanoi 307-55-1 Germany tap water ng/L <LOD 1.8
2
c acid - pfdoa
perfluoroheptanoic 375-85-9 Germany tap water ng/L
0.2
1
acid - pfhpa
perfluorohexane
355-46-4 Germany tap water ng/L
<0,06
1
sulfonate - pfhxs
perfluorohexanoic 307-24-4 Germany tap water ng/L
0.9
1
acid -pfhxa
perfluorononanoic 375-95-1 Germany tap water ng/L <0,03 0.4
2
acid - pfna
perfluorooctane
1763-23-1 Germany tap water ng/L
0.4
1
sulfonate - pfos
perfluorooctanoic 335-67-1 Germany tap water ng/L
1.3 6.2
2
acid - pfoa
perfluoropentanoic 2706-90-3 Germany tap water ng/L
1.2
1
acid - pfpea
perfluoroheptanoic 375-85-9 Thailand
tap water ng/L
0.28
1
acid - pfhpa
perfluorohexanoic 307-24-4 Thailand
tap water ng/L
0.13
1
acid -pfhxa
perfluorooctane
1763-23-1 Thailand
tap water ng/L
0.18
1
sulfonate - pfos
perfluorooctanoic 335-67-1 Thailand
tap water ng/L
3.6
1
acid - pfoa
perfluorooctane
1763-23-1 Australia
drinking ng/L
0
16
1
sulfonate - pfos
water
perfluorooctanoic 335-67-1 Australia drinking ng/L
0 9.7
1
acid - pfoa
water
perfluorooctane
1763-23-1 China
tap water ng/L
1.2
14
1
sulfonate - pfos
perfluorooctanoic 335-67-1 China
tap water ng/L
6.8
40
1
acid - pfoa
L-PFOS
Fa roe
drinking ng/L 0.17
61
1
Islands
water
perfluorobutanesulf 375-73-5 Faroe
drinking ng/L 0.00 0.016
1
onate - pfbs
Islands
water
8
perfluorobutanoic 375-22-4 Faroe
drinking ng/L 0.57 0.82
1
acid - pfba
Islands
water
perfluorodecanoic 335-76-2 Fa roe
drinking ng/L 0.02 0.032
1
acid - pfda
Islands
water
7
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perfluoroheptanoic 375-85-9 Faroe
drinking ng/L 0.20 0.22
1
acid - pfhpa
Islands
water
8
perfluorohexane
355-46-4 Faroe
drinking ng/L 0.02 0.047
1
sulfonate - pfhxs
Islands
water
8
perfluorohexanoic 307-24-4 Faroe
drinking ng/L <0,06 0.08
1
acid -pfhxa
Islands
water
7
perfluorononanoic 375-95-1 Faroe I drinking ng/L 0.16 0.17 1
acid - pfna
Islands
water
perfluoro-n-
2058-94-8 Faroe
drinking ng/L 0.03 0.056
1
.... ..._.....___._
........ .._
w...a..t_e_r.
pfuna
perfluorooctanoic 335-67-1 Faroe
drinking ng/L 0.23 0.25
1
acid - pfoa
Islands
water
perfluorooctanoic 335-67-1 Ireland
tap water ng/L 0.23 0.61
1
acid - pfoa
perfluorooctane
1763-23-1 Ireland
tap water ng/L
<0,15
1
sulfonate - pfos
perfluorobutanesulf 375-73-5 Ireland
tap water ng/L
<0,2
1
onate - pfbs
perfluorononanoic 375-95-1 Ireland
tap water ng/L
<0,05
1
acid - pfna
perfluorobutanesulf 375-73-5 France
tap water ng/L 0.16 0.72
1
onate - pfbs
perfluorobutanoic 375-22-4 France
tap water ng/L 0.91 1.56
1
acid - pfba
perfluorodecanoic 335-76-2 France
tap water ng/L
0.16
1
acid - pfda
perfluoroheptanoic 375-85-9 France
tap water ng/L 0.35 1.24
1
acid - pfhpa
perfluorohexane
355-46-4 France
tap water ng/L <LOQ 0.55
1
sulfonate - pfhxs
perfluorohexanoic 307-24-4 France
tap water ng/L 0.28 3.7
1
acid -pfhxa
perfluorononanoic 375-95-1 France
tap water ng/L
0.32
1
acid - pfna
perfluoro-n-
2058-94-8 France
tap water ng/L
0.18
1
undecanoic acid -
pfuna
perfluorooctane
1763-23-1 France
tap water ng/L 0.17 1.13
1
sulfonate - pfos
perfluorooctanoic 335-67-1 France
tap water ng/L
0.4 0.6
1
acid - pfoa
perfluoropentanoic 2706-90-3 France
tap water ng/L 2.32 2.75
1
acid - pfpea
perfluorobutanoic 375-22-4 Guadeloup tap water ng/L
1.15
1
acid - pfba
e, French
West Indies
perfluoropentanoic 2706-90-3 Guadeloup tap water ng/L
0.52
1
acid - pfpea
e, French
\Magi- Indiec
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perfluoroheptanoic 375-85-9 Guadeloup tap water ng/L
0.72
1
acid - pfhpa
e, French
West Indies
perfluorobutanesulf 375-73-5 Italy
drinking ng/L
1 347
1
onate - pfbs
water
perfluorobutanoic 375-22-4 Italy
drinking ng/L
7 556
1
acid - pfba
water
perfluorodecanoic 335-76-2 Italy
drinking ng/L
0.5 5.4
1
acid - pfda
water
perfluorododecanoi 307-55-1 Italy
drinking ng/L
1 8.5
1
c acid - pfdoa
water
perfluoroheptanoic 375-85-9 Italy
drinking ng/L
1 100
1
acid - pfhpa
water
perfluorohexane
355-46-4 Italy
drinking ng/L
5.9 141
1
sulfonate - pfhxs
water
perfluorohexanoic 307-24-4 Italy
drinking ng/L
0.5 240
1
acid -pfhxa
water
perfluorononanoic 375-95-1 Italy
drinking ng/L
0.5
12
1
acid - pfna
water
perfluoro-n-
2058-94-8 Italy
drinking ng/L
0.5 3.7
1
undecanoic acid -
water
pfuna
perfluorooctane
1763-23-1 Italy
drinking ng/L
2.5 150
1
sulfonate - pfos
water
perfluorooctanoic 335-67-1 Italy
drinking ng/L
1.5 1886
1
acid - pfoa
water
perfluoropentanoic 2706-90-3 Italy
drinking ng/L
1 267
1
acid - pfpea
water
perfluorohexanoic 307-24-4 Japan
tap water ng/L 1.81 4.4
1
acid -pfhxa
perfluoroheptanoic 375-85-9 Japan
tap water ng/L 1.78 9.53
1
acid - pfhpa
perfluorooctanoic 335-67-1 Japan
tap water ng/L 6.17 10.74
1
acid - pfoa
perfluorononanoic 375-95-1 Japan
tap water ng/L 0.81 2.74
1
acid - pfna
perfluorodecanoic 335-76-2 Japan
tap water ng/L 0.30 8.844
1
acid - pfda
8
perfluoro-n-
2058-94-8 Japan
tap water ng/L 0.23 0.276
1
undecanoic acid -
5
pfuna perfluorohexanoic
AM. 307-24-4
Japan
Jib
well
ng/L
109
1
acid -pfhxa
water
531
perfluoroheptanoic 375-85-9 Japan
well
ng
31
acid - pfhpa
water
695
perfluorooctanoic 335-67-1 Japan
well
ng/L
778
1
acid - pfoa
water
123
perfluorononanoic 375-95-1 Japan
well
ng/L
11.20
1
acid - pfna
water
perfluorodecanoic 335-76-2 Japan
well
ng/L
3 675
1
acid - pfda
water
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perfluoro-n-
2058-94-8 Japan
well
ng/L
1 355
1
undecanoic acid -
water
pfuna
perfluorohexane
355-46-4 Korea
tap water ng/L
0.785
1
sulfonate - pfhxs
perfluorooctane
1763-23-1 Korea
tap water ng/L
2.62
1
sulfonate - pfos
perfluorohexanoic 307-24-4 Korea
tap water ng/L
11.70
1
acid -pfhxa
perfluoroheptanoic 375-85-9 Korea
tap water ng/L
4.85
acid - pfhpa
perfluorooctanoic 335-67-1 Korea
tap water ng/L
12.90
1
acid - pfoa
perfluorononanoic 375-95-1 Korea
tap water ng/L
2.66
acid - pfna
perfluorodecanoic 335-76-2 Korea
tap water ng/L
1.19
acid - pfda
perfluoro-n-
2058-94-8 Korea
tap water ng/L
0.024
undecanoic acid -
pfuna
perfluorododecanoi 307-55-1 Korea
tap water ng/L
0.05
1
c acid - pfdoa
perfluorobutanesulf 375-73-5 Korea
tap water ng/L
0.801
onate - pfbs
perfluorohexane
355-46-4 Netherland tap water ng/L 0.55 0.6
sulfonate - pfhxs
s
perfluorooctane
1763-23-1 Netherland tap water ng/L <0,23 <0,3
1
sulfonate - pfos
s
perfluorohexanoic 307-24-4 Netherland tap water ng/L
2.3 4.4
1
acid -pfhxa
s
perfluoroheptanoic 375-85-9 Netherland tap water ng/L
1.2 2.6
1
acid - pfhpa
s
perfluorooctanoic 335-67-1 Netherland tap water ng/L
3.7 5.1
1
acid - pfoa
s
perfluorononanoic 375-95-1 Netherland tap water ng/L
<0,24
1
acid - pfna
s
perfluorodecanoic 335-76-2 Netherland tap water ng/L <0,04 <0,09
1
acid - pfda
s
perfluorobutanoic 375-22-4 Netherland tap water ng/L
15
30
1
acid - pfba
s
perfluorobutanesulf 375-73-5 Netherland tap water ng/L
16
20
1
onate - pfbs
s
perfluoropentanoic 2706-90-3 Netherland tap water ng/L
2.4 2.6
1
acid - pfpea
s
perfluorobutanesulf 375-73-5 Netherland drinking ng/L 0.54
19
2
onate - pfbs
s
water
perfluorobutanoic 375-22-4 Netherland drinking ng/L <2
13
2
acid - pfba
s
water
perfluorodecanoic 335-76-2 Netherland drinking ng/L <0,03 <0,5
2
acid - pfda
s
water
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perfluorododecanoi 307-55-1 Netherland drinking ng/L
<0,5
1
c acid - pfdoa
s
water
perfluoroheptanoic 375-85-9 Netherland drinking ng/L <0,05 3.1
2
acid - pfhpa
s
water
perfluorohexane
355-46-4 Netherland drinking ng/L 0.02 1.3
2
sulfonate - pfhxs
s
water
perfluorohexanoic 307-24-4 Netherland drinking ng/L <0,1
5.9
2
acid -pfhxa
s
water
perfluorononanoic 375-95-1 Netherland drinking ng/L <0,03 0.28
2
acid - pfna
water
perfluoro-n-
2058-94-8 Netherland drinking ng/L
<0,5
1
undecanoic acid -
s
water
pfuna
perfluorooctane
1763-23-1 Netherland drinking ng/L <0,03 2.6
2
sulfonate - pfos
s
water
perfluorooctanoic 335-67-1 Netherland drinking ng/L <0,3
11
2
acid - pfoa
s
water
perfluoropentanoic 2706-90-3 Netherland drinking ng/L <4
5.1
acid - pfpea
s
water
perfluorobutanesulf 375-73-5 Norway
tap water ng/L
0.32
1
onate - pfbs
perfluorohexane
355-46-4 Norway
tap water ng/L
0.39
1
sulfonate - pfhxs
perfluorooctane
1763-23-1 Norway
tap water ng/L
0.45
1
sulfonate - pfos
perfluorobutanoic 375-22-4 Norway
tap water ng/L
0.32
1
acid - pfba
perfluorohexanoic 307-24-4 Norway
tap water ng/L
0.62
1
acid -pfhxa
perfluorodecanoic 335-76-2 Norway
drinking ng/L 0.22
1
1
acid - pfda
water
perfluorododecanoi 307-55-1 Norway
drinking ng/L 0.13 0.43
1
c acid - pfdoa
water
perfluoroheptanoic 375-85-9 Norway
drinking ng/L <0,12 0.76
1
acid - pfhpa
water
perfluorohexane
355-46-4 Norway
drinking ng/L 0.04 0.15
1
sulfonate - pfhxs
water
5
perfluorohexanoic 307-24-4 Norway
drinking ng/L <0,11 0.78
1
acid -pfhxa
water
perfluorononanoic 375-95-1 Norway
drinking ng/L
<0,22
1
acid - pfna
water
perfluoro-n-
2058-94-8 Norway
drinking ng/L 0.06 0.35
1
undecanoic acid -
water
5
pfuna
perfluorooctane
1763-23-1 Norway
drinking ng/L 0.07 0.31
1
sulfonate - pfos
water
1
perfluorooctanoic 335-67-1 Norway
drinking ng/L 0.65 2.50
1
acid - pfoa
water
perfluorohexane
355-46-4 Spain
tap water ng/L
3.80
1
sulfonate - pfhxs
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perfluorooctane
1763-23-1 Spain
tap water ng/L
46
1
sulfonate - pfos
perfluorohexanoic 307-24-4 Spain
tap water ng/L
4.70
1
acid -pfhxa
perfluoroheptanoic 375-85-9 Spain
tap water ng/L
8.10
1
acid - pfhpa
perfluorooctanoic 335-67-1 Spain
tap water ng/L
6.70
1
acid - pfoa
perfluorononanoic 375-95-1 Spain
tap water ng/L
4.40
1
acid - pfna
perfluorodecanoic 335-76-2 Spain
tap water ng/L
2.20
1
acid - pfda
perfluorobutanoic 375-22-4 Spain
tap water ng/L
10
1
acid - pfba
perfluorobutanesulf 375-73-5 Spain
tap water ng/L
8.30
1
onate - pfbs
perfluoropentanoic 2706-90-3 Spain
tap water ng/L
3.80
1
acid - pfpea
perfluorobutanoic 375-22-4 Turkey
tap water ng/L
0.64
1
acid - pfba
perfluoropentanoic 2706-90-3 Turkey
tap water ng/L
0.27
1
acid - pfpea
perfluorohexanoic 307-24-4 Turkey
tap water ng/L
0.26
1
acid -pfhxa
perfluoroheptanoic 375-85-9 Turkey
tap water ng/L
0.38
1
acid - pfhpa
perfluorooctanoic 335-67-1 Turkey
tap water ng/L
0.4
1
acid - pfoa
perfluorononanoic 375-95-1 Turkey
tap water ng/L
0.16
1
acid - pfna
perfluorodecanoic 335-76-2 Turkey
tap water ng/L
0.13
1
acid - pfda
perfluorobutanesulf 375-73-5 Turkey
tap water ng/L
0.29
1
onate - pfbs
perfluorohexane
355-46-4 Turkey
tap water ng/L
0.28
1
sulfonate - pfhxs
perfluorooctane
1763-23-1 Turkey
tap water ng/L
0.52
1
sulfonate - pfos
perfluorohexane
355-46-4 USA
drinking ng/L 1.07 1.295
1
sulfonate - pfhxs
water
perfluorooctane
1763-23-1 USA
drinking ng/L 2.57 4.025
1
sulfonate - pfos
water
perfluorohexanoic 307-24-4 USA
drinking ng/L 1.62 1.77
1
acid -pfhxa
water
perfluoroheptanoic 375-85-9 USA
drinking ng/L 1.07 1.13
1
acid - pfhpa
water
perfluorooctanoic 335-67-1 USA
drinking ng/L
3.9 7.68
1
acid - pfoa
water
perfluorononanoic 375-95-1 USA
drinking ng/L
1.5 3.2
1
acid - pfna
water
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perfluorobutanoic 375-22-4 USA
drinking ng/L 9.79 51.15
1
acid - pfba
water
perfluorobutanesulf 375-73-5 USA
drinking ng/L 2.12 14.15
1
onate - pfbs
water
perfluoropentanoic 2706-90-3 USA
drinking ng/L 1.26 1.83
1
acid - pfpea
water
perfluorooctane
1763-23-1 Germany mineral ng/L
1
1
sulfonate - pfos
bottled
water
perfluorohexanoic 307-24-4 Germany mineral ng/L
0.17
1
acid -pfhxa
bottled
water
perfluoroheptanoic 375-85-9 Germany mineral ng/L
12
1
acid - pfhpa
bottled
water
perfluorooctane
1763-23-1 Thailand
mineral ng/L
0.22
1
sulfonate - pfos
bottled
water
perfluorohexanoic 307-24-4 Thailand
mineral ng/L
0.34
1
acid -pfhxa
bottled
water
perfluoroheptanoic 375-85-9 Thailand
mineral ng/L
0.25
1
acid - pfhpa
bottled
water
perfluorooctanoic 335-67-1 Thailand
mineral ng/L
10.55
1
acid - pfoa
bottled
water
perfluoroheptanoic 375-85-9 Brazil
mineral ng/L
6.8
1
acid - pfhpa
bottled
water
perfluorooctanoic 335-67-1 Brazil
mineral ng/L
7.6
1
acid - pfoa
bottled
water
perfluorononanoic 375-95-1 Brazil
mineral ng/L
10
1
acid - pfna
bottled
water
perfluorobutanesulf 375-73-5 Brazil
mineral ng/L
3.4
1
onate - pfbs
bottled
water
PFDS
Brazil
mineral ng/L
15
1
bottled
water
PFHxDA
Brazil
mineral ng/L
5.48
1
bottled
water
perfluorooctanoic 335-67-1 Ireland
bottled ng/L
0.44
1
acid - pfoa
water
perfluorooctane
1763-23-1 Ireland
bottled ng/L
<0.15
1
sulfonate - pfos
water
perfluorobutanesulf 375-73-5 Ireland
bottled ng/L
<0.2
1
onate - pfbs
water
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perfluorononanoic 375-95-1 Ireland
bottled ng/L
<0.15
1
acid - pfna
water
perfluorooctane
1763-23-1 France
bottled ng/L
20.61
1
sulfonate - pfos
water
perfluorohexanoic 307-24-4 France
bottled ng/L
6.30
1
acid -pfhxa
water
perfluoroheptanoic 375-85-9 France
bottled ng/L
22
1
acid - pfhpa
water
perfluorooctanoic 335-67-1 France
bottled ng/L
13
1
acid - pfoa
water
perfluorodecanoic 335-76-2 France
bottled ng/L
12
1
acid - pfda
water
perfluorobutanesulf 375-73-5 France
bottled ng/L
6.8
1
onate - pfbs
water
PFTeA
France
bottled ng/L
18
1
water
PFDS
France
bottled ng/L
9.1
1
water
PFHxDA
France
bottled ng/L
2.6
1
water
perfluorobutanesulf 375-73-5 Italy
bottled ng/L
5
1
onate - pfbs
water
perfluorobutanoic 375-22-4 Italy
bottled ng/L
10
14
1
acid - pfba
water
perfluorodecanoic 335-76-2 Italy
bottled ng/L
0.5
1
acid - pfda
water
perfluorododecanoi 307-55-1 Italy
bottled ng/L
1 3.3
1
c acid - pfdoa
water
perfluoroheptanoic 375-85-9 Italy
bottled ng/L
2.5
1
acid - pfhpa
water
perfluorohexane
355-46-4 Italy
bottled ng/L
10
1
sulfonate - pfhxs
water
perfluorohexanoic 307-24-4 Italy
bottled ng/L
0.5
1
acid -pfhxa
water
perfluorononanoic 375-95-1 Italy
bottled ng/L
0.5
1
acid - pfna
water
perfluoro-n-
2058-94-8 Italy
bottled ng/L
0.5
1
undecanoic acid -
water
pfuna
perfluorooctane
1763-23-1 Italy
bottled ng/L
5
1
sulfonate - pfos
water
perfluorooctanoic 335-67-1 Italy
bottled ng/L
acid - pfoa
water
perfluoropentanoic 2706-90-3 Italy
bottled ng/L
2
1
acid - pfpea
water
perfluorooctane
1763-23-1 Korea
bottled ng/L
0.064
sulfonate - pfos
water
perfluorooctanoic 335-67-1 Korea
bottled ng/L
0.158
1
acid - pfoa
water
perfluorononanoic 375-95-1 Korea
bottled ng/L
0.04
1
acid - pfna
water
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
perfluorodecanoic 335-76-2 Korea
bottled ng/L
0.014
1
acid - pfda
water
perfluoro-n-
2058-94-8 Korea
bottled ng/L
0.082
1
undecanoic acid -
water
pfuna
perfluorobutanoic 375-22-4 Korea
bottled ng/L
0.039
1
acid - pfba
water
perfluoropentanoic 2706-90-3 Korea
bottled ng/L
0.084
1
acid - pfpea
water
perfluorobutanesulf 375-73-5 Spain
bottled ng/L
11.00
1
onate - pfbs
water
perfluorodecanoic 335-76-2 Spain
bottled ng/L
18.00
1
acid - pfda
water
perfluoroheptanoic 375-85-9 Spain
bottled ng/L <0,23 19.00
2
acid - pfhpa
water
perfluorohexanoic 307-24-4 Spain
bottled ng/L <0,23 36.00
2
acid -pfhxa
water
perfluorononanoic 375-95-1 Spain
bottled ng/L
19.00
1
acid - pfna
water
perfluorooctane
1763-23-1 Spain
bottled ng/L <0,04 40.00
2
sulfonate - pfos
water
perfluorooctanoic 335-67-1 Spain
bottled ng/L
14.00
1
acid - pfoa
water
* the presented data originates from: (Kabore et al., 2018, Boone et al., 2019, Domingo, 2012,
Eriksson et al., 2013, Eschauzier et al., 2012, Eschauzier et al., 2013a, Essumang et al., 2017,
Haug et al., 2010, Kunacheva et al., 2012, Llorca et al., 2012a, Schwanz et al., 2016, Shiwaku et
al., 2016, Thompson et al., 2011, Brandsma et al., 2019, Gebbink et al., 2017, Harrad et al., 2019,
Heo et al., 2014).
10.2.8. Conclusion
PFASs are present in soils, ground- and freshwater across the world. Concerning PFCA and PFSA, the longer-chained homologues groups contribute the least to total PFASs concentration in surface waters and groundwater. Rivers and streams are the most commonly studied aquatic systems and, in most cases, the most contaminated. PFAS concentrations in soil range up to ppm levels at contaminated sites. Soil can be seen as a global reservoir for PFAS contamination and human exposure via drinking water or food. For instance, PFASs in agricultural soils are a potential point of entry into the food web via crops. PFASs are retained at high concentrations in the vadose zone where they eventually can reach groundwater which is a potential source for drinking water.
10.3. Sewage treatment plant
10.3.1. Wastewater influents and effluents
A recent review by Lenka et al. (2021)) compiled information on global wastewater influents and effluents, which represented the basis of this section. Similar to other matrices, most information was available for PFAAs with concentrations in influents up to 1,000 ng L-1- and 15-1,500 ng L-1- in effluents, whereas information on precursors and ultra short-chain PFASs in wastewater treatment plants (WWTPs) are mainly missing (Lenka et al., 2021). Further information on PFAS concentrations in wastewater influents and effluents was compiled in Table 23 and Table 24. In general, the majority of studies
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
demonstrates a poor removal of most PFASs and WWTPs had generally higher concentrations of PFASs after wastewater treatment in their effluents (Lenka et al., 2021). For PFCAs, the sorption is expected to increase with carbon chain length. PFCAs with less than 10 carbon are expected to be present in treated wastewater, whereas longer-chained PFCAs (and PFOS) are expected to sorb on sewage sludge (Arvaniti et al., 2014). In Spain, Campo et al. (2014)) detected 15 out of 21 PFAAs in both influents and effluents during 2010 and 2011 with PFBA, PFNA, PFPeA, PFOS and PFBS being most frequent. The elimination ranged from -557% (PFNA) to +100% (PFPeA, PFUdA) for PFCAs and from 0% (PFBS, PFHxS, PFHpS) to 100% (PFOS) for PFSAs. The fact that monitoring studies generally report higher PFAS concentrations in effluents (vs. influents) was suggested to be related to PFAA formation by precursors (precursors not generally monitored by targeted analyses while PFAAs are), whereas lower concentrations (especially of longer chained PFCAs and PFOS) most likely reflect sorption to sludge (Arvaniti et al., 2014, Campo et al., 2014). As a consequence, effluents of WWTP are frequently regarded as point sources for PFAS contamination. However, atmospheric deposition and matrix effects (effluents have lower background matrix) might contribute to differences between influents and effluence as well (Campo et al., 2014, Lenka et al., 2021). Sources of PFAAs for WWTPs were mainly associates to industrial wastes, which can lead to high concentrations of WWTPs in the vicinity of industrial sites (Lenka et al., 2021). For example, Dauchy et al. (2017a)) investigated 51 PFASs in wastewater near a fluorochemical plant in France and demonstrated that the WWTP released considerable amounts of PFASs into the receiving rivers. Dauchy et al. (2017a)) concluded that especially unidentified less hydrophobic PFASs are released back to the wastewater stream. In wastewater influents, short-chain PFCAs (C4-C8), especially PFOA and PFHxA, are most frequently detected (Lenka et al., 2021). For PFOA, concentrations seem to level-off after 2015, which is expected to be related to regulatory efforts (Lenka et al., 2021). For PFHxA, comparably high concentrations were found near an industrial site as demonstrated in Dauchy et al. (2017a)). Short-chained PFCAs were suggested to be increasingly used on a global scale to compensate for already regulated substances, which has the potential to result in considerable concentrations in the environment (Lenka et al., 2021). Among PFSAs, especially C4-C9 are frequently detected in WWTPs. Similar to PFCAs, shorter-chained alternatives such as PFBS are frequently detected as a consequence of PFOS regulations (Lenka et al., 2021). Interestingly, precursors -PFASs show in contrast to PFAAs decreasing concentrations from influent to effluent, which might be related to their transformation into other PFASs (Lenka et al., 2021). Especially ultra-short PFASs are suspected to represent an important part of the PFAS contamination in the effluents of WWTPs, due to the transformation of precursors containing short perfluorinated moieties into the corresponding arrowhead PFASs (Lenka et al., 2021). However, no analytical techniques are currently available for many precursors and ultra-short PFASs which limits the assessment of the total PFAS -load released by wastewater effluents. Taken together, longchain PFASs tend to adsorb to sewage sludge, whereas short-chain PFASs are more mobile and presumably increasingly formed from precursors during wastewater treatment. In general, concentrations of most PFASs are higher in wastewater effluents, which can result in considerable releases into the environment. Future studies are urgently needed to address the knowledge gab on precursors and ultra-short-chain mobile PFASs as they are assumed to considerably contribute to the PFAS load released via wastewater effluents.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Table 23. Collection of the levels detected in wastewater influents.
Compou nd name
thmeti mea
Pooled or individual samples
NEtFOSA PFOSA
415150-2 ng/l
75491-6 ng/l
PFDA
33576-2 ng/I
307PFDoDA 55-1 ng/I
PFDS
3910
8-34-
4
ng/I
PFHpA
37585-9 ng/l
PFHpS
37592-8 ng/I
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
1.3 Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
1.8 Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
# samples
Year of sampling
2017/201 2 8
Matrix (including remarks)
combined wastewater canal water
Source
Bundesministeriu m fur Landwirtschaft (2020)
2017/201 2 8
combined wastewater canal water
combined
2017/201 wastewater canal
2 8
water
2017/201 2 8
combined wastewater canal water
2017/201 2 8
combined wastewater canal water
2017/201 2 8
combined wastewater canal water
2017/201 2 8
combined wastewater canal water
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161
PFHxA
30724-4 ng/l
PFHxS
35546-4 ng/I
PFNA
37595-1 ng/l
PFOA
33567-1 ng/I
PFOS
176323-1 ng/l
PFUnDA
205894-8 ng/I
NEtFOSA PFOSA
415150-2 ng/I
75491-6 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
n.d. < LOQ Austria
n.d.
n.d. Austria
n.d. < LOQ Austria
< LOQ
2.4 Austria
< LOQ
1.4 Austria
n.d.
n.d. Austria
n.d.
n.d. Austria
n.d. < LOQ Austria
collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid)
2017/201 2 8
combined wastewater canal water
combined
2017/201 wastewater canal
2 8
water
2017/201 2 8
combined wastewater canal water
combined
2017/201 wastewater canal
2 8
water
2017/201 2 8
combined wastewater canal water
combined
2017/201 wastewater canal
2 8
water
2017/201
3 8
deposition
2017/201
5 8
deposition
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162
PFDA
33576-2 ng/l
307PFDoDA 55-1 ng/I
PFDS
3910
8-34-
4
ng/l
PFHpA
37585-9 ng/I
PFHpS
37592-8 ng/l
PFHxA
30724-4 ng/I
PFHxS
35546-4 ng/I
PFNA
37595-1 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
n.d. < LOQ Austria
n.d.
n.d. Austria
n.d.
n.d. Austria
< LOQ < LOQ Austria
n.d.
n.d. Austria
n.d.
1.5 Austria
n.d.
n.d. Austria
n.d. < LOQ Austria
collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid)
2017/201
5 8
deposition
2017/201
5 8
deposition
2017/201
5 8
deposition
2017/201
5 8
deposition
2017/201
5 8
deposition
2017/201
5 8
deposition
2017/201
5 8
deposition
2017/201
5 8
deposition
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163
PFOA
33567-1 ng/l
PFOS
176323-1 ng/I
PFUnDA
205894-8 ng/l
NEtFOSA PFOSA
415150-2 ng/I
75491-6 ng/l
PFDA
33576-2 ng/I
307PFDoDA 55-1 ng/I
PFDS
3910
8-34-
4
ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
1.8 Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
2017/201
5 8
deposition
2017/201
5 8
deposition
2017/201
5 8
deposition
dry weather run-
1
2018 off
dry weather run-
2
2018 off
dry weather run-
2
2018 off
dry weather run-
2
2018 off
dry weather run-
2
2018 off
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164
PFHpA
37585-9 ng/l
PFHpS
37592-8 ng/I
PFHxA
30724-4 ng/I
PFHxS
35546-4 ng/I
PFNA
37595-1 ng/I
PFOS
176323-1 ng/I
PFUnDA
205894-8 ng/l
PFOA
33567-1 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
1
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
2
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
< LOQ < LOQ Austria
a defined time peroid)
1
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
2
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
2
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
2
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
n.d.
n.d. Austria
a defined time peroid)
2
collective sample (one sample
was analysed, the sample was a
collective sample sampled over
1.7
2.2 Austria
a defined time peroid)
2
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dry weather run2018 off
dry weather run2018 off
dry weather run2018 off
dry weather run2018 off
dry weather run2018 off
dry weather run2018 off
dry weather run2018 off
dry weather run2018 off
165
NEtFOSA PFOSA
415150-2 ng/l
75491-6 ng/I
PFDA
33576-2 ng/l
307PFDoDA 55-1 ng/I
PFDS
3910
8-34-
4
ng/l
PFHpA
37585-9 ng/I
PFHpS
37592-8 ng/I
PFHxA
30724-4 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
n.d.
n.d. Austria
n.d. < LOQ Austria
n.d.
2.4 Austria
n.d. < LOQ Austria
n.d.
n.d. Austria
n.d.
4.5 Austria
n.d.
n.d. Austria
n.d.
12 Austria
collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid)
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
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166
PFHxS
35546-4 ng/l
PFNA
37595-1 ng/I
PFOA
33567-1 ng/l
PFOS
176323-1 ng/I
PFUnDA
205894-8 ng/l
NEtFOSA PFOSA
415150-2 ng/I
75491-6 ng/l
307PFDoDA 55-1 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
n.d.
n.d. Austria
n.d.
1.8 Austria
1.1
5.8 Austria
n.d.
2.5 Austria
n.d. < LOQ Austria
n.d.
n.d. Austria
n.d.
n.d. Austria
n.d.
n.d. Austria
collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid)
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
2017/201 run-off rainwater
8 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
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167
PFDS
3910
8-34-
4
ng/l
PFHpS
37592-8 ng/I
PFHxS
35546-4 ng/l
PFUnDA
205894-8 ng/I
PFDA
33576-2 ng/l
PFHpA
37585-9 ng/I
PFHxA
30724-4 ng/I
PFNA
37595-1 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
n.d.
n.d. Austria
n.d.
n.d. Austria
n.d.
n.d. Austria
n.d.
n.d. Austria
n.d. < LOQ Austria
n.d.
2.1 Austria
n.d.
1.7 Austria
n.d. < LOQ Austria
collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid)
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
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168
PFOA
33567-1 ng/l
PFOS NEtFOSA PFDA PFDS
PFDoDA PFHpA PFHpS PFHxA PFHxS PFNA PFOA PFOSA PFOS
1763-
23-1 ng/l
4151-
50-2 ng/l
335-
76-2 ng/l
3910
8-34-
4
ng/l
307-
55-1 ng/I
375-
85-9 ng/l
375-
92-8 ng/I
307-
24-4 ng/l
355-
46-4 ng/I
375-
95-1 ng/l
335-
67-1 ng/l
754-
91-6 ng/l
1763-
23-1 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
< LOQ
1.4 Austria
n.d. < LOQ Austria
n.d.
n.d. Austria
< LOQ
1.3 Austria
collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid) collective sample (one sample was analysed, the sample was a collective sample sampled over a defined time peroid)
individual samples
individual samples
street
2017/201 wastewaster
2 8
canal water
street
2017/201 wastewaster
2 8
canal water
3
2015 deposition
3
2015 deposition
n.d.
n.d. Austria
individual samples
3
n.d. < LOQ Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
< LOQ 0.0013 Austria
individual samples
3
1.2 0.0025 Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d. 0.0017 Austria
individual samples
3
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
2015 deposition 2015 deposition 2015 deposition 2015 deposition 2015 deposition 2015 deposition 2015 deposition 2015 deposition 2015 deposition 2015 deposition
Amt der Vorarlberger Landesregierung (2016)
169
PFUnDA PFHxA PFHpS PFOA PFNA PFDA PFUnDA PFDoDA PFHxS PFHpA PFOS PFDS
NEtFOSA PFOSA
2058-
94-8 ng/I
307-
24-4 ng/l
375-
92-8 ng/l
335-
67-1 ng/I
375-
95-1 ng/l
335-
76-2 ng/l
2058-
94-8 ng/l
307-
55-1 ng/l
355-
46-4 ng/l
375-
85-9 ng/l
1763-
23-1 ng/l
3910
8-34-
4
ng/I
4151-
50-2 ng/l
754-
91-6 ng/l
PFOS
176323-1 ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
n.d. < LOQ Austria
individual samples
3
16.00
34
n.d.
Austria
pooled samples
4.70
34
n.d.
Austria
pooled samples
1.1000 46.00
34
Austria
pooled samples
1.90
34
n.d.
Austria
pooled samples
7.50
34
n.d.
Austria
pooled samples
1.40
34
n.d.
Austria
pooled samples
34
n.d.
n.d. Austria
pooled samples
0.012
34
n.d.
Austria
pooled samples
2.0
34
n.d.
Austria
pooled samples
< LOQ 120.0
34
Austria
pooled samples
34
n.d.
n.d. Austria
pooled samples
34
n.d.
n.d. Austria
pooled samples
< LOO
34
n.d.
Austria
pooled samples
8
19
840 Austria
individual samples
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
2015 2016 2016 2016 2016 2016 2016 2016 2016 2016 2016
deposition wastewater (urban) wastewater (urban) wastewater (urban) wastewater (urban) wastewater (urban) wastewater (urban) wastewater (urban) wastewater (urban) wastewater (urban) wastewater (urban)
2016 2016 2016
wastewater (urban) wastewater (urban) wastewater (urban)
2015 landfill leachate
Bundesministeriu m fur Land- und Forstwirtschaft. Umwelt und Wasserwirtschaft (2017) Bundesministeriu m fur Land- und Forstwirtschaft. Umwelt und
170
NEtFOSA PFBA PFBS PFOSA PFDA PFDS
PFDoDA PFHpS PFHpA PFHxA PFHxS PFNA PFOA PFOS PFUnDA
4151-
50-2 ng/l
375-
22-4 ng/l
375-
73-5 ng/I
754-
91-6 ng/l
335-
76-2 ng/I
3910
8-34-
4
ng/I
307-
55-1 ng/I
375-
92-8 ng/l
375-
85-9 ng/l
307-
24-4 ng/l
355-
46-4 ng/l
375-
95-1 ng/l
335-
67-1 ng/l
1763-
23-1 ng/l
2058-
94-8 ng/l
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
3
n.d.
n.d. Austria
individual samples
3
n.d.
28 Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d. < LOQ Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
n.d.
1.4 Austria
individual samples
3
n.d.
n.d. Austria
individual samples
3
2
5.9 Austria
individual samples
3
n.d.
1.4 Austria
individual samples
3
n.d.
2.2 Austria
individual samples
3
2.4
8.2 Austria
individual samples
3
< LOO
8.6 Austria
individual samples
3
n.d.
n.d. Austria
individual samples
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
2016 2016 2016 2016 2016
wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent
2016 2016 2016 2016 2016 2016 2016 2016 2016 2016
wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent
Wasserwirtschaft (2016) Amt der Vorarlberger Landesregierung (2017)
171
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFBA PFPeA PFHxA PFHpA PFOA PFNA PFDA PFUdA PFDoA
PFTrDA PFTeDA
PFHxDA
PFODA PFBS PFHxS
375-
22-4 ng/I
2706-
90-3 ng/l
307-
24-4 ng/I
375-
85-9 ng/I
335-
67-1 ng/I
375-
95-1 ng/l
335-
76-2 ng/I
2058-
94-8 ng/l
307-
55-1 ng/I
7262
9-94-
8
ng/I
376-
06-7 ng/I
6790
5-19-
5
ng/I
1651
7-11-
6
ng/I
375-
73-5 ng/I
355-
46-4 ng/I
20.5 7.76 1870 14.3
19 8.73 36.7 4.58 1.62
6.8 n.d.
n.d.
n.d. 12
15.5
Spain Spain Spain Spain Spain Spain Spain Spain Spain
pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples
Spain Spain
pooled samples pooled samples
Spain
pooled samples
Spain
pooled samples
Spain
pooled samples
Spain
pooled samples
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
15 15 15 15 15 15 15 15 15
15 15
15
15 15 15
I echa.europa.eu
2010 2010 2010 2010 2010 2010 2010 2010 2010
wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent
2010 2010
wasterwater influent wasterwater influent
wasterwater 2010 influent
2010 2010 2010
wasterwater influent wasterwater influent wasterwater influent
Campo et al. (2014)
172
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFHpS PFOS
PFNS
PFDS PFOSA PFBA PFPeA PFHxA PFHpA PFOA PFNA PFDA PFUdA PFDoA
PFTrDA
375-
92-8 ng/I
1763-
23-1 ng/I
6825
9-12-
1
ng/I
3910
8-34-
4
ng/I n.d.
754-
91-6 nel n.d.
375-
22-4 ng/I
2706-
90-3 ng/I
307-
24-4 ng/I
375-
85-9 ng/I
335-
67-1 ng/I
375-
95-1 ng/I
335-
76-2 ng/l
2058-
94-8 ng/I
307-
55-1 ng/I
7262
9-94-
8
ng/I
14.6 118 3.28
53.7 9.35 1.07
13 22.4 21.2 0.58 12.9 13.8 13.2
Spain Spain
pooled samples pooled samples
Spain
pooled samples
Spain Spain Spain Spain Spain Spain Spain Spain Spain Spain Spain
pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples pooled samples
Spain
pooled samples
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
15 15
15
15 15 16 16 16 16 16 16 16 16 16
16
I echa.europa.eu
2010 2010
wasterwater influent wasterwater influent
wasterwater 2010 influent
2010 2010 2011 2011 2011 2011 2011 2011 2011 2011 2011
wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent
wasterwater 2011 influent
173
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFTeDA
PFHxDA
PFODA PFBS PFHxS PFHpS PFOS
PFNS
PFDS PFOSA PFBS PFDA PFHpA PFHps
376-
06-7 ng/I
6790
5-19-
5
ng/I
1651
7-11-
6
ng/I
375-
73-5 ng/I
355-
46-4 ng/I
375-
92-8 ng/I
1763-
23-1 ng/I
6825
9-12-
1
ng/I
3910
8-34-
4
ng/I n.d.
754-
91-6 ng/I
375-
73-5 ng/I
335-
76-2 ng/I
375-
85-9 ng/I
335-
77-3 ng/I
0.02
0.04
300 19.1 41.9 8.83 78.1
5.62
0.2 7
50 6
0.7
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Spain
pooled samples
16
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
wasterwater 2011 influent
wasterwater 2011 influent
2011 2011 2011 2011 2011
wasterwater influent wasterwater influent wasterwater influent wasterwater influent wasterwater influent
wasterwater 2011 influent
2011 2011 2014 2014 2014 2014
wasterwater influent wasterwater influent wastewater influent wastewater influent wastewater influent wastewater influent
Gago-Ferrero et al. (2020)
174
PFHxA PFHxS PFNA PFOA PFOS PFPeA PFUnA
30724-4 ng/I 35546-4 ng/I 37595-1 ng/I 239500-8 ng/I 176323-1 ng/I 270690-3 ng/I 205894-8 ng/I
PFBA
37522-4 ng/I
PFPeA
270690-3 ng/I
PFHxA
30724-4 ng/I
PFHpA
37585-9 ng/I
335-
PFOA
67-1 ng/I
2761
9-97-
6:2 FTSA 2
ng/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
2 5 10 8 30 2 n.d.
496
3154
5291
2793
449
242 496
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
Greece
pooled samples (triplicates)
3
France
individual samples
1
France
individual samples
1
France
individual samples
1
France
individual samples
1
France
individual samples
1
France
individual samples
1
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
2014 2014 2014 2014 2014 2014 2014
2015
2015
2015
2015
2015
2015
wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent industrial wastewater influent industrial wastewater influent industrial wastewater influent industrial wastewater influent industrial wastewater influent industrial wastewater influent
Gomez-Ruiz et al. (2017)
175
3910
8-34-
8:2 FTSA 4
ng/l
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
874
France
individual samples
1
6:2 FTCA
ng/l
328
France
individual samples
1
6:2 FTAB
1PFCA
1PFSA
1FTSA ImonoP AP
IdiPAP
IPFPA
1PFPiA
IPFCA
IPFSA
1FTSA ImonoP AP
IdiPAP
ng/I 1 111000
ng/I
19
ng/l
4.6
ng/l
2.9
ng/I <LOD
ng/l
58
ng/I
11
ng/l
0.6
ng/I
23
ng/I
7.2
ng/I
6
ng/I <LOD
ng/I n.q.
France
individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
Sweden individual samples
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
1
I echa.europa.eu
2015
2015
2015 2015 2015 2015 2015 2015 2015 2015 2015 2015 2015 2015 2015
industrial wastewater influent industrial wastewater influent industrial wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent
Eriksson et al. (2017)
176
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
1PFPA
ng/l
1PFPiA
ng/I
1PFCA
ng/l
1PFSA
ng/I
IFTSA ImonoP AP
ng/l ng/l n.q.
IdiPAP
ng/l n.q.
1PFPA
ng/I
1PFPiA PFBA PFPeA PFBS PFHxA PFHpA PFHxS PFHpS
ng/l 37522-4 ng/I 270690-3 ng/l 37573-5 ng/I n.d. 30724-4 ng/l 37585-9 ng/I 35546-4 ng/l 37592-8 ng/I
1.8 0.6 18 3.9 2.6
20 0.3 4.8 <LOD 2.1 <LOD
n.d. 1.8 <LOD 1.9 <LOD 6.9 <LOD 1.7 <LOD
Sweden
Sweden
Sweden
Sweden
Sweden
Sweden
Sweden
Sweden
Sweden
20.9 Spain
27 Spain
n.d.
Spain
23.3 Spain
7.5 Spain
51.8 Spain
22.2 Spain
individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples pooled sample pooled sample pooled sample pooled sample pooled sample pooled sample pooled sample
wastewater
2015 influent
wastewater
2015 influent
wastewater
2015 influent
wastewater
2015 influent
wastewater
2015 influent
wastewater
2015 influent
wastewater
2015 influent
wastewater
2015 influent
wastewater
2015 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Lorenzo et al. (2019)
177
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFOA PFOS PFNA PFDA
PFDS PFUnDA PFDoDA
PFTrDA PFTeDA
PFHxDA
PFODA PFHxA PFHpA PFOA
335-
67-1 ng/l
1763-
23-1 ng/l
375-
95-1 ng/l n.d.
335-
76-2 ng/I n.d.
3910
8-34-
4
ng/l
2058-
94-8 ng/l n.d.
307-
55-1 ng/I
7262
9-94-
8
ng/I n.d.
376-
06-7 ng/l
6790
5-19-
5
ng/l n.d.
1651
7-11-
6
ng/l n.d.
307-
24-4 ng/l
375-
85-9 ng/l
335-
67-1 ng/l
3.4 0.04
5.9 Spain
11.1 <LOD
63.1 Spain
n.d.
n.d.
Spain
n.d.
n.d.
Spain
1.9 <LOD n.d.
3.2 <LOD
12.7 Spain
n.d.
Spain
41.6 Spain
n.d. 3.2 <LOD
n.d.
Spain
41.2 Spain
n.d.
n.d.
Spain
n.d.
n.d.
Spain
5.05
Sweden
2.63
Sweden
4.75
Sweden
pooled sample pooled sample pooled sample pooled sample
pooled sample pooled sample pooled sample
pooled sample pooled sample
pooled sample
pooled sample 24h composite samples 24h composite samples 24h composite samples
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
2016/201 wastewater
13
7 influent
wastewater
2013 influent
wastewater
2013 influent
wastewater
2013 influent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Filipovic and Berger (2015)
178
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFNA PFDA PFUnDA PFDoDA PFBS PFHxS PFOS
PFDS FOSA PFHxA PFHpA PFOA PFNA PFDA PFUnDA PFDoDA
375-
95-1 ng/I
335-
76-2 ng/I
2058-
94-8 ng/I
307-
55-1 ng/I
375-
73-5 ng/I
355-
46-4 ng/I
1763-
23-1 ng/I
3910
8-34-
4
ng/I
754-
91-6 ng/I
307-
24-4 ng/I
375-
85-9 ng/I
335-
67-1 ng/I
375-
95-1 ng/I
335-
76-2 ng/I
2058-
94-8 ng/I
307-
55-1 ng/I
0.909 0.854 0.274
0.36 1.55 4.29 6.98
0.315 0.94 6.69
0.246 2.9
0.789 0.495 0.448 0.264
Sweden Sweden Sweden Sweden Sweden Sweden Sweden
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
Sweden 24h composite samples
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
2013 2013 2013 2013 2013 2013 2013
wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent
2013 2013 2013 2013 2013 2013 2013 2013 2013
wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent
179
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFBS PFHxS PFOS
PFDS FOSA PFHxA PFHpA PFOA PFNA PFDA PFUnDA PFDoDA PFBS PFHxS PFOS
375-
73-5 ng/I
355-
46-4 ng/I
1763-
23-1 ng/I
3910
8-34-
4
ng/I
754-
91-6 ng/I
307-
24-4 ng/I
375-
85-9 ng/I
335-
67-1 ng/I
375-
95-1 ng/I
335-
76-2 ng/I
2058-
94-8 ng/I
307-
55-1 ng/I
375-
73-5 ng/I
355-
46-4 ng/I
1763-
23-1 ng/I
0.218 0.393
1.76
<MDL 0.115 3.79 1.76 3.24 0.754 0.671 0.385 0.193 1.1 1.52 3.29
Sweden Sweden Sweden
24h composite samples 24h composite samples 24h composite samples
Sweden Sweden Sweden Sweden Sweden Sweden Sweden Sweden Sweden Sweden Sweden Sweden
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
2013 2013 2013
wastewater influent wastewater influent wastewater influent
2013 2013 2013 2013 2013 2013 2013 2013 2013 2013 2013 2013
wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
180
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFDS FOSA PFPeA PFHxA PFHpA PFOA PFNA PFDA PFUdA PFDoA
PFTrDA PFTeDA PFBS PFHxS PFHpS
3910
8-34-
4
ng/I
754-
91-6 ng/l
2706-
90-3 ng/l
307-
24-4 ng/l
375-
85-9 ng/I
335-
67-1 ng/I
375-
95-1 ng/I
335-
76-2 ng/l
2058-
94-8 ng/I
307-
55-1 ng/l
7262
9-94-
8
ng/I
376-
06-7 ng/I
375-
73-5 ng/I /
355-
46-4 ng/I
375-
92-8 ng/I /
0.292
Sweden
0.199
Sweden
26.7 <LOQ 106.1 Greece
1.7 <LOD
3.6 Greece
2.2 <LOD
8.6 Greece
16.5 10.2 20.7 Greece
1.2 <LOD
3.4 Greece
1 <LOD
3.2 Greece
2.5 <LOD
8.6 Greece
1.2 <LOD
7 Greece
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
1.8 <LOD 3.1 <LOD
<LOD 6 <LOD
<LOD
11.1 Greece
18.8 Greece
/
Greece
15.7 Greece
/
Greece
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
2013
2013 2009/201
0 2009/201
0 2009/201
0 2009/201
0 2009/201
0 2009/201
0 2009/201
0 2009/201
0
wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent
2009/201 0
2009/201 0
2009/201 0
2009/201 0
2009/201 0
wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Arvaniti et al. (2012)
181
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFOS
PFDS PFOSA NMeFOSA NEtFOSA PFPeA PFHxA PFHpA PFOA PFNA PFDA PFUdA PFDoA
PFTrDA PFTeDA
1763-
23-1 ng/I
3910
8-34-
4
ng/I
754-
91-6 ng/l
3150
6-32-
8
ng/I
4151-
50-2 ng/I
2706-
90-3 ng/I
307-
24-4 ng/I
375-
85-9 ng/I
335-
67-1 ng/l
375-
95-1 ng/l
335-
76-2 ng/I
2058-
94-8 ng/I
307-
55-1 ng/I
7262
9-94-
8
ng/I
376-
06-7 ng/I
13.4
2.4 26.3 Greece
1.8 <LOD 1.7 <LOD
11 Greece 9 Greece
/
<LOD /
Greece
/
<LOD /
Greece
24.8
8.4 52.5 Greece
<LOQ
<LOD <LOQ Greece
1.2 <LOD
5.2 Greece
4.2 <LOD
6.3 Greece
<LOQ
<LOD <LOQ Greece
5.6 <LOD
33.5 Greece
9.4 <LOD
55.2 Greece
13.8 <LOD
82.6 Greece
75.7 <LOD
453 Greece
/
<LOD /
Greece
24h composite samples
24h composite samples 24h composite samples
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
24h composite samples 24h composite samples
2009/201 wastewater 0 influent
2009/201 0
2009/201 0
wastewater influent wastewater influent
2009/201 0
2009/201 0
2009/201 0
2009/201 0
2009/201 0
2009/201 0
2009/201 0
2009/201 0
2009/201 0
2009/201 0
wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent wastewater influent
2009/201 0
2009/201 0
wastewater influent wastewater influent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
182
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
375-
PFBS
73-5 ng/I /
355-
PFHxS 46-4 ng/l
375-
PFHpS 92-8 ng/I
1763-
PFOS
23-1 ng/l
3910
8-34-
PFDS
4
ng/I
754-
PFOSA 91-6 ng/l
3150
N-
6-32-
MeFOSA 8
ng/I /
N-
4151-
EtFOSA 50-2 ng/l /
<LOD /
Greece
6.8 <LOD
20.7 Greece
3.3 <LOD
19.6 Greece
3.5
1
6.3 Greece
24h composite samples 24h composite samples 24h composite samples 24h composite samples
17.9 <LOD 2.3 <LOD
107.4 Greece 14 Greece
24h composite samples 24h composite samples
<LOD / <LOD /
Greece Greece
24h composite samples 24h composite samples
2009/201 0
2009/201 0
2009/201 0
2009/201 0
wastewater influent wastewater influent wastewater influent wastewater influent
2009/201 0
2009/201 0
wastewater influent wastewater influent
2009/201 0
2009/201 0
wastewater influent wastewater influent
Table 24. Collection of the levels detected in wastewater effluents.
Compound name
Un CAS No
it
PFOA
335-67-1 /I
Coun Pooled or individual
Mean Min Max
sampl
try
samples
es
<LO
Austri
39 a
individual samples
20
Yea
Matrix (including remarks
wastewater (industrial direct 2017 discharge)
PFOS N-EtFOSA
1763-23-
1
/1
4151-50-
2
<LO
Austri
Q 580 a
individual samples
Austri
n.d. n.d. a
individual samples
wastewater (industrial direct
20
2017 discharge)
3
2016 wastewater effluent
Bundesminist erium fur Nachhaltigkeit and Tourismus (2019) Amt der Vorarlberger
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
183
PFBA PFBS PFOSA PFDA PFDS PFDoDA PFHpS PFHpA PFHxA PFHxS PFNA PFOA PFOS PFUnDA
4:2 FTS 6:2 FTS
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
g
375-22-4 /I
g
375-73-5 /I
g
754-91-6 /I
g
335-76-2 /I
39108- g
34-4
/I
g
307-55-1 /I
g
375-92-8 /I
g
375-85-9 /I
g
307-24-4 /I
g
355-46-4 /I
g
375-95-1 /I
g
335-67-1 /I
1763-23- g
1
/I
2058-94- g
8
/I
757124- ng
72-4
/L
27619- ng
97-2
/L
0.35 1.1
n.d. n.d. n.d. n.d. n.d. n.d. n.d. n.d. 2.2 n.d. n.d. 2.8
< LOQ n.d. 0.15 0.15
530 n.d. n.d.
< LOQ n.d. n.d.
1.3 n.d. 5.8 1.4
< LOQ
3 6.1 n.d. 0.54 2.1
Austri
a
Austri a Austri a Austri a Austri a Austri a Austri a Austri a Austri a Austri a Austri a Austri a Austri a Austri a Norw ay Norw ay
individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples individual samples Individual Individual
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
3 2016 wastewater effluent
2
2017 effluent water
2
2017 effluent water
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Landesregieru ng (2017)
to be added
184
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
8:2 FTS 8CIPFOS N-EtFOSA N-EtFOSE N-EtFOSAA N-MeFOSA N-MeFOSE N-MeFOSAA PFBS PFDA PFDoDA PFDoDS PFDS PFHpA PFHpS PFHxA
39108- ng
34-4
/L
ng
/L
4151-50- ng
2
/L
1691-99- ng
2
/L
2991-50- ng
6
/L
31506- ng
32-8
/L
24448- ng
09-7
/L
2355-31- ng
9
/L
ng
375-73-5 /L
ng
335-76-2 /L
ng
307-55-1 /L
79780- ng
39-5
/L
ng
335-77-3 /L
ng
375-85-9 /L
82765- ng
77-3
/L
ng
307-24-4 /L
3.69 0.585
3.12 5.79
3.29 0.51
3.01 4.7
4.08 0.66
3.22 6.88
Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay
Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
2
2017 effluent water
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
185
PFHxS PFNA PFNS PFOA PFOS PFOSA PFPA PFPS PFTeDA PFTrDA PFUnDA PFBA PFPeA PFHxA PFHpA PFOA
ng
355-46-4 /L
ng
375-95-1 /L
68259- ng
12-1
/L
ng
335-67-1 /L
1763-23- ng
1
/L
ng
754-91-6 /L
2706-90- ng
3
/L
2706-91- ng
4
/L
ng
376-06-7 /L
72629- ng
94-8
/L
2058-94- ng
8
/L
ng
375-22-4 /I
2706-90- ng
3
/I
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
0.85 1.18
6.4 1.97
6.55
0.77 1.11
5.6 1.67
5.52
0.93 1.25
7.2 2.26
7.58
Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay Norw ay
Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual
13.4
Spain pooled samples
8.09
Spain pooled samples
4.87
Spain pooled samples
9.58
Spain pooled samples
16.4
Spain pooled samples
2 2 2 2 2 2 2 2 2 2 2 15 15 15 15 15
2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2017 effluent water 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Campo et al. (2014)
186
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFNA PFDA PFUdA PFDoA PFTrDA PFTeDA PFHxDA PFODA PFBS PFHxS PFHpS PFOS PFNS PFDS PFOSA PFBA
ng
375-95-1 /I
ng
335-76-2 /I
2058-94- ng
8
/I
ng
307-55-1 /I
72629- ng
94-8
/I
ng
376-06-7 /I
67905- ng
19-5
/I
16517- ng
11-6
/I
ng
375-73-5 /I
ng
355-46-4 /I
ng
375-92-8 /I
1763-23- ng
1
/I
68259- ng
12-1
/I
39108- ng
34-4
/I
ng
754-91-6 /I
ng
375-22-4 /I
5.52 28.1 2.57 0.07
5.1 n.d. n.d. n.d.
8.57 14.1 2.19 76.7 0.04 n.d. n.d. 57.9
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
15
Spain pooled samples
16
2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2010 wasterwater effluent 2011 wasterwater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
187
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFPeA PFHxA PFHpA PFOA PFNA PFDA PFUdA PFDoA PFTrDA PFTeDA PFHxDA PFODA PFBS PFHxS PFHpS PFOS
2706-90- ng
3
/I
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
ng
375-95-1 /I
ng
335-76-2 /I
2058-94- ng
8
/1
ng
307-55-1 /1
72629- ng
94-8
/I
ng
376-06-7 /1
67905- ng
19-5
/I
16517- ng
11-6
/1
ng
375-73-5 /I
ng
355-46-4 /1
ng
375-92-8 /I
1763-23- ng
1
/I
14.5 17.5 7.48 14.9 33.7 21.6 5.62 13.3 0.02 0.02 0.04 190 57.9 37.7 2.91
91
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
Spain pooled samples
16
2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent 2011 wasterwater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
188
PFNS PFDS PFOSA PFBS PFHxS PFHpS PFOS PFDS PFBA PFPeA PFHxA PFHpA PFOA PFNA PFDA PFUnDA
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
68259- ng
12-1
/I
0.04
Spain pooled samples
16
39108- ng
34-4
/I n.d.
Spain pooled samples
16
ng
754-91-6 /I
0.2
Spain pooled samples
16
ng
276 357 Franc
375-73-5 /I
0
96 e
individual samples 7
ng
135 624 Franc
355-46-4 /I
09
48 e
individual samples 7
ng
100 117 Franc
375-92-8 /I
8
80 e
individual samples 7
1763-23- ng
132 502 Franc
1
/I
71
37 e
individual samples 7
39108- ng
Franc
34-4
/I
n.d. n.d. e
individual samples 7
ng
119 Franc
375-22-4 /I
3
42 e
individual samples 7
2706-90- ng
280 336 Franc
3
/I
4
95 e
individual samples 7
ng
981 476 Franc
307-24-4 /I
2
89 e
individual samples 7
ng
209 453 Franc
375-85-9 /I
2
52 e
individual samples 7
ng
303 161 Franc
335-67-1 /I
5
32 e
individual samples 7
ng
Franc
375-95-1 /I
n.d. n.d. e
individual samples 7
ng
Franc
335-76-2 /I
n.d. n.d. e
individual samples 7
2058-94- ng
Franc
8
/I
n.d. n.d. e
individual samples 7
2011 wasterwater effluent
2011 wasterwater effluent
2011 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016 2015/2
016
wasterwater effluent wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF)
Dauchy et al. (2019)
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
189
PFDoDA PFTrDA PFTeDA PFOSA MeFOSA EtFOSA FOSAA MeFOSAA EtFOSAA PFBS PFDA PFHpA PFHps PFHxA PFHxS PFNA
ng
307-55-1 /I
72629- ng
94-8
/I
ng
376-06-7 /I
ng
754-91-6 /I
31506- ng
32-8
/I
4151-50- ng
2
/I
2806-24- ng
8
/I
2355-31- ng
9
/I
2991-50- ng
6
/I
ng
375-73-5 /I
ng
335-76-2 /I
ng
375-85-9 /I
ng
335-77-3 /I
ng
307-24-4 /I
ng
355-46-4 /I
ng
375-95-1 /I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Franc
n.d. n.d. e
individual samples 7
Greec pooled samples
6
e
(triplicates)
3
Greec pooled samples
50
e
(triplicates)
3
Greec pooled samples
6
e
(triplicates)
3
Greec pooled samples
0.5
e
(triplicates)
3
Greec pooled samples
4
e
(triplicates)
3
Greec pooled samples
4
e
(triplicates)
3
Greec pooled samples
10
e
(triplicates)
3
2015/2 016
2015/2 016
2015/2 016
2015/2 016
2015/2 016
2015/2 016
2015/2 016
2015/2 016
2015/2 016
wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF) wasterwater effluent (point pollution FFF)
2014 wastewater effluent
2014 wastewater effluent
2014 wastewater effluent
2014 wastewater effluent
2014 wastewater effluent
2014 wastewater effluent
2014 wastewater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Gago-Ferrero et al. (2020)
190
PFOA PFOS PFPeA PFUnA PFBA PFPeA PFHxA PFHpA PFOA PFNA PFDA PFBS PFHxS PFOS PFBA PFPeA
2395-00- ng
8
/I
1763-23- ng
1
/I
2706-90- ng
3
/I
2058-94- ng
8
/I
ng
375-22-4 /I
2706-90- ng
3
/I
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
ng
375-95-1 /I
ng
335-76-2 /I
ng
375-73-5 /I
ng
355-46-4 /I
1763-23- ng
1
/I
ng
375-22-4 /I
2706-90- ng
3
/I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Greec pooled samples
6
e
(triplicates)
3
2014 wastewater effluent
Greec pooled samples
4
e
(triplicates)
3
2014 wastewater effluent
Greec pooled samples
2
e
(triplicates)
3
2014 wastewater effluent
Greec pooled samples
0.3
e
(triplicates)
3
2014 wastewater effluent
16
USA individual samples 6
2014 wastewater effluent
12
USA individual samples 6
2014 wastewater effluent
26
USA individual samples 6
2014 wastewater effluent
4.4
USA individual samples 6
2014 wastewater effluent
21
USA individual samples 6
2014 wastewater effluent
8.4
USA individual samples 6
2014 wastewater effluent
3.5
USA individual samples 6
2014 wastewater effluent
2.7
USA individual samples 6
2014 wastewater effluent
4.8
USA individual samples 6
2014 wastewater effluent
13
USA individual samples 6
2014 wastewater effluent
7.4
USA individual samples 6
2009 wastewater effluent
6.7
USA individual samples 6
2009 wastewater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Houtz et al. (2016)
Klosterhaus et al. (2013)
191
PFHxA PFHpA PFOA PFNA PFDA PFBS PFHxS PFOS PFBA PFPeA PFHxA PFHpA PFOA 6:2 FTSA 8:2 FTSA 6:2 FTCA
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
ng
375-95-1 /I
ng
335-76-2 /I
ng
375-73-5 /I
ng
355-46-4 /I
1763-23- ng
1
/I
ng
375-22-4 /I
2706-90- ng
3
/I
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
27619- ng
97-2
/I
39108- ng
34-4
/I
ng
/I
17 5.3 32 12 3.8
6 5.5 24 7544 52 500 24 827 37 847 2063 382 200 <LOQ <LOQ
USA individual samples 6
USA individual samples 6
USA individual samples 6
USA individual samples 6
USA individual samples 6
USA individual samples 6
USA individual samples 6
USA individual samples 6
Franc
e
individual samples 1
Franc
e
individual samples 1
Franc
e
individual samples 1
Franc
e
individual samples 1
Franc
e
individual samples 1
Franc
e
individual samples 1
Franc
e
individual samples 1
Franc
e
individual samples 1
2009 wastewater effluent
2009 wastewater effluent
2009 wastewater effluent
2009 wastewater effluent
2009 wastewater effluent
2009 wastewater effluent
2009 wastewater effluent
2009 wastewater effluent 2015 industrial wastewater effluent
Gomez-Ruiz et al. (2017)
2015 industrial wastewater effluent
2015 industrial wastewater effluent
2015 industrial wastewater effluent
2015 industrial wastewater effluent
2015 industrial wastewater effluent
2015 industrial wastewater effluent
2015 industrial wastewater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
192
6:2 FTAB 1PFCA IPFSA 1FTSA ImonoPAP EdiPAP 1PFPA IPFPiA 1PFCA EPFSA 1FTSA ImonoPAP IdiPAP 1PFPA 1PFPiA 1PFCA
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
ng 1 143
/I
000
ng
/I
22
ng
/I
4.8
ng
/I
2.5
ng
/I n.q.
ng
/I n.q.
ng
/I
1.3
ng
/I
0.1
ng
/I
33
ng
/I
7.7
ng
/I
5.1
ng
/I <LOD
ng
/I <LOD
ng
/I
0.6
ng
/I
0.1
ng
/I
66
Franc
e
individual samples 1
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
Swed
en
individual samples
2015 industrial wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent 2015 wastewater effluent
Eriksson et al. (2017)
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
193
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
ng
Swed
1PFSA
/I
4.8
en
individual samples
ng
Swed
EFTSA
/I
2
en
individual samples
ng
Swed
ImonoPAP
/I n.q.
en
individual samples
ng
Swed
EdiPAP
/1 <LOD
en
individual samples
ng
Swed
1PFPA
/1
3
en
individual samples
ng
Swed
EPFPiA
/1
2.1
en
individual samples
ng
Finlan
PFHxA
307-24-4 /I
3.4 2.5 4.9 d
pooled samples
6
ng
Finlan
PFOA
335-67-1 /1
8
7 11 d
pooled samples
6
1763-23- ng
Finlan
PFOS
1
/I
12 7.8 14 d
pooled samples
6
ng
Finlan
PFDA
335-76-2 /1
0.5 <0.5 0.9 d
pooled samples
6
ng
Finlan
PFHxA
307-24-4 /I
6.2 4.6 11 d
pooled samples
6
ng
Finlan
PFOA
335-67-1 /1
12
9 15 d
pooled samples
6
1763-23- ng
Finlan
PFOS
1
/I
10 3.8 20 d
pooled samples
6
ng
Finlan
PFDA
335-76-2 /1
1 <0.5 1.3 d
pooled samples
6
ng
Finlan
PFHxA
307-24-4 /I
4.7 2.8 9.5 d
pooled samples
6
ng
Finlan
PFOA
335-67-1 /1
9.8 6.6 13 d
pooled samples
6
2015 wastewater effluent
2015 wastewater effluent
2015 wastewater effluent
2015 wastewater effluent
2015 wastewater effluent
2015 2009/2
010 2009/2
010 2009/2
010 2009/2
010 2009/2
010 2009/2
010 2009/2
010 2009/2
010 2009/2
010 2009/2
010
wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
I echa.europa.eu
Perkola and Sainio (2013)
194
PFOS PFDA PFHxA PFOA PFOS PFDA PFBA PFPeA PFBS PFHxA PFHpA PFHxS PFHpS PFOA PFOS PFNA
1763-23- ng
1
/I
ng
335-76-2 /I
ng
307-24-4 /I
ng
335-67-1 /I
1763-23- ng
1
/I
ng
335-76-2 /I
ng
375-22-4 /I
2706-90- ng
3
/I
ng
375-73-5 /I
ng
307-24-4 /I
ng
375-85-9 /I
ng
355-46-4 /I
ng
375-92-8 /I
ng
335-67-1 /I
1763-23- ng
1
/I
ng
375-95-1 /I
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
Finlan
2009/2
140
8 640 d
pooled samples
6
010 wastewater effluent
Finlan
2009/2
0.88 <0.5 1.4 d
pooled samples
6
010 wastewater effluent
Finlan
2009/2
40 11 75 d
pooled samples
6
010 wastewater effluent
Finlan
2009/2
49 8.7 100 d
pooled samples
6
010 wastewater effluent
130 Finlan
2009/2
880 320
0 d
pooled samples
6
010 wastewater effluent
Finlan
2009/2
1 <0.5 1.7 d
pooled samples
6
010 wastewater effluent
<LO
2016/2
4.4 D
31.6 Spain pooled sample
13
017 wastewater effluent
<LO
2016/2
1.3 D
16.6 Spain pooled sample
13
017 wastewater effluent
<LO 101.
2016/2
16.7 D
3 Spain pooled sample
13
017 wastewater effluent
<LO
2016/2
3.2 D
18.6 Spain pooled sample
13
017 wastewater effluent
<LO
2016/2
20.4 D
60.9 Spain pooled sample
13
017 wastewater effluent
<LO
2016/2
17.6 D
33.4 Spain pooled sample
13
017 wastewater effluent
<LO
2016/2
2.5 D
11.1 Spain pooled sample
13
017 wastewater effluent
2016/2
65.3 21.2 91.6 Spain pooled sample
13
017 wastewater effluent
<LO
2016/2
34.7 D
58.3 Spain pooled sample
13
017 wastewater effluent
<LO
2016/2
9.6 D
27.8 Spain pooled sample
13
017 wastewater effluent
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PFDA PFDS PFUnDA PFDoDA PFTrDA PFTeDA PFHxDA PFODA PFHxA PFHpA PFOA PFNA PFDA PFUnDA PFDoDA PFBS
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
ng
335-76-2 /I
39108- ng
34-4
/I
2058-94- ng
8
/I
ng
307-55-1 /I
72629- ng
94-8
/I
ng
376-06-7 /I
67905- ng
19-5
/I
16517- ng
11-6
/I
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
ng
375-95-1 /I
ng
335-76-2 /I
2058-94- ng
8
/I
ng
307-55-1 /I
ng
375-73-5 /I
<LO 12.3 D
12.3 Spain
n.d.
n.d.
<LO
12.2 D
<LO
10.3 D
<LO
25.3 D
<LO
14.7 D
n.d. Spain 12.2 Spain 10.3 Spain 25.3 Spain 14.7 Spain
11.4 11.3 11.4 Spain
10 10 10 Spain
Swed
6.62
en
Swed
2.47
en
Swed
4.72
en
Swed
0.702
en
Swed
0.405
en
Swed
0.046
en
Swed
<MDL
en
Swed
1.76
en
pooled sample
pooled sample
pooled sample
pooled sample
pooled sample
pooled sample
pooled sample
pooled sample 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
2016/2
13
017 wastewater effluent
2016/2
13
017 wastewater effluent
2016/2
13
017 wastewater effluent
2016/2
13
017 wastewater effluent
2016/2
13
017 wastewater effluent
2016/2
13
017 wastewater effluent
2016/2
13
017 wastewater effluent
2016/2
13
017 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFHxS PFOS PFDS FOSA PFHxA PFHpA PFOA PFNA PFDA PFUnDA PFDoDA PFBS PFHxS PFOS PFDS FOSA
ng
355-46-4 /I
1763-23- ng
1
/I
39108- ng
34-4
/I
ng
754-91-6 /I
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
ng
375-95-1 /I
ng
335-76-2 /I
2058-94- ng
8
/I
ng
307-55-1 /I
ng
375-73-5 /I
ng
355-46-4 /I
1763-23- ng
1
/I
39108- ng
34-4
/I
ng
754-91-6 /I
4.07 5.03 <MDL 0.096
13 1.05 7.82 0.517 0.435 0.112 <MDL 0.116 0.285 0.822 <MDL 0.056
Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent 2013 wastewater effluent
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PFHxA PFHpA PFOA PFNA PFDA PFUnDA PFDoDA PFBS PFHxS PFOS PFDS FOSA PFPeA PFHxA PFHpA PFOA
ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
ng
375-95-1 /I
ng
335-76-2 /I
2058-94- ng
8
/I
ng
307-55-1 /I
ng
375-73-5 /I
ng
355-46-4 /I
1763-23- ng
1
/I
39108- ng
34-4
/I
ng
754-91-6 /I
2706-90- ng
3
/I
ng
307-24-4 /I
ng
375-85-9 /I
ng
335-67-1 /I
7.89
1.78
4.68
0.655
0.461
0.133
0.052
0.552
0.956
2.1
<MDL
0.064
76 3.1 <LO
1.2 D
5.3
1
21.1 12.7
209. 4
3.9 11.5
34
Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Swed en Greec e Greec e Greec e Greec e
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 wastewater effluent
2013 2009/2
010 2009/2
010 2009/2
010 2009/2
010
wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFNA PFDA PFUdA PFDoA PFTrDA PFTeDA PFBS PFHxS PFHpS PFOS PFDS PFOSA N-MeFOSA N-EtFOSA PFPeA PFHxA
ng
375-95-1 /I
ng
335-76-2 /I
2058-94- ng
8
/1
ng
307-55-1 /1
72629- ng
94-8
/I
ng
376-06-7 /I
ng
375-73-5 /I
ng
355-46-4 /1
ng
375-92-8 /I
1763-23- ng
1
/1
39108- ng
34-4
/I
ng
754-91-6 /1
31506- ng
32-8
/I
4151-50- ng
2
/1
2706-90- ng
3
/I
ng
307-24-4 /1
<LO
2.3 D
<LO
3.1 D
<LO
5.9 D
<LO
5.7 D
<LO
7.8 D
<LO
10.4 D
<LO
/
D
<LO
2.9 D
<LO
1.4 D
12.5 5.2
<LO
5.9 D
<LO
1.2 D
<LO
/
D
<LO
/
D
55.7 3.2 <LO
0.5 D
10.3 15.9 27.5 33.9 46.6 62.4 /
5.8 8.6 21 35.1 7.1 / / 160.
3 2.2
Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFHpA PFOA PFNA PFDA PFUdA PFDoA PFTrDA PFTeDA PFBS PFHxS PFHpS PFOS PFDS PFOSA N-MeFOSA N-EtFOSA
ng
375-85-9 /I
ng
335-67-1 /I
ng
375-95-1 /I
ng
335-76-2 /I
2058-94- ng
8
/I
ng
307-55-1 /I
72629- ng
94-8
/I
ng
376-06-7 /I
ng
375-73-5 /I
ng
355-46-4 /I
ng
375-92-8 /I
1763-23- ng
1
/1
39108- ng
34-4
/I
ng
754-91-6 /1
31506- ng
32-8
/I
4151-50- ng
2
/1
<LO
1.4 D
<LO
7.2 D
<LO
/
D
<LO
/
D
<LO
2.1 D
<LO
/
D
<LO
/
D
<LO
/
D
<LO
/
D
<LO
0.39 D
<LO
0.08 D
<LO
0.08 D
4.4 12.7 / /
5.9 / / / /
2.3 0.45 0.45
2.6 1.1 4.6
<LO
0.41 D
2.5
<LO
/
D
/
<LO
/
D
/
Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e Greec e
24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples 24h composite samples
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
2009/2 010
wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent wastewater effluent
P.O. Box 400, FI-00121 Helsinki, Finland I Tel.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
10.3.2. Sewage sludge
Sewage sludge is a by product of waste water treatment in municipal and industrial sewage treatment plants and has been identified as relevant anthropogenic source for the release of PFASs into the environment (Kallenborn, 2004, Bossi et al., 2008). The recycling of sewage sludge as amendment for agricultural soils is a regular practice in the EU (Hudcova et al., 2019, Kacprzak et al., 2017) and is widely considered a potent release pathway of PFASs from sewage sludge (Schultz et al., 2006, Semerad et al., 2020, Bossi et al., 2008, Aro et al., 2021, Navarro et al., 2016). PFAS contamination of agricultural soil has been directly linked to sewage sludge amendments in the US (Washington et al., 2010) and China (Wen et al., 2014a). EU regulations do not require testing of sewage sludge for PFAS contamination before application (Hudcova et al., 2019). Therefore, data is limited.
Table 25 summarises data collected from 11 sources including published literature (Bossi et al., 2008, Campo et al., 2014, Navarro et al., 2016, Stasinakis et al., 2013, Ulrich et al., 2016, Aro et al., 2021, Semerad et al., 2020, Arvaniti et al., 2012) and government reports (Norwegian Institute for Water Research (NIVA), 2017, norman database, 2021). It represents samples from nine EU countries taken at different intervals between 2007 and 2019. 32 different PFASs were measured ranging from not detected to 7,6 mg/kg/dry weight (dw).
The data indicates that despite being listed under the Stockholm Convention, PFOS and PFOA still make up a large portion of PFASs in sewage sludge. Both substances show the highest concentrations in all countries except Greece, where PFOS concentrations were lower than those of PFOA, PFDA and PFNA. Additionally, measurements confirm that short-chain PFASs and substitutes such as HFPO-DA occur in European sewage sludge. There is a high variability of pollution levels between countries and between WWTPs of the same country.
Authors have hypothesized that soil amendments with PFAS contaminated sewage sludge can lead to leaching into ground water (Bossi et al., 2008, Semerad et al., 2020). The uptake of PFASs from sewage sludge contaminated soil into plants has already been demonstrated (Wen et al., 2014a, Lee et al., 2014), similarly to the uptake into soil organisms (Navarro et al., 2016). The migration of pollutants from soil to plants or soil organisms could facilitate a probable entry pathway into the food chain (Navarro et al., 2016).
Table 25. Collection of the levels detected in sewage sludge.
PFASs CAS L-PFBS
LPFHpS PFHpA
10:2 FTS
Unit ng/g dw ng/g dw ng/g dw ng/g dw
Min Max 0.41 175
0.13 9.37
0.33 55.1
0
3
Country Spain
Matrix sewage sludge
Spain
sewage sludge
Spain
sewage sludge
Czech Sewage sludge Republic Municipal
Number of studies 1
1
1
1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
4:2 FTS 757124- ng/g 0.15 0.34
Norway seage sludge
1
72-4
dw
5:3 FTA
ng/g 0
96.9
Czech Sewage sludge -
1
dw
Republic Municipal
6:2 FTS 27619- ng/g 0.35 0.65
Norway sludge
1
97-2
dw
6:2 FTS 27619- ng/g 0
16.6
Czech Sewage sludge -
1
97-2
dw
Republic Municipal
8:2 FTS 39108- ng/g 6.52 7.47
Norway sludge
1
34-4
dw
8:2 FTS 39108- ng/g 0
11.2
Czech Sewage sludge -
1
34-4
dw
Republic Municipal
EtFOSA
ng/g 0
7.1
Czech Sewage sludge -
1
A
dw
Republic Municipal
FOSA
ng/g 0
32.4
Czech Sewage sludge -
1
dw
Republic Municipal
HFPO-DA (Gen-X) ng/g 0
2.5
Czech Sewage sludge -
1
dw
Republic Municipal
i,p-
ng/g 1.33 75.6
Spain
sewage sludge
1
PFNA
dw
i,p-
ng/g 0.13 12.2
Spain
sewage sludge
PFNS
dw
L-PFDS
ng/g 0.01 0.01
Spain
sewage sludge
1
dw
L-
ng/g 0.01 0.01
Spain
sewage sludge
1
PFHxS
dw
L-PFOA
ng/g
0.75
Denkma Sewage sludge
1
dw
rk,
Faroe
Islands
L-PFOA
ng/g 0.79 0.87
Denmar Sewage sludge
1
dw
k
L-PFOA
ng/g 1.18 1.29
Norway Sewage sludge
dw
L-PFOS
ng/g 0.01 1790
Spain
sewage sludge
1
dw
MeFOS
ng/g 0
3.4
Czech Sewage sludge -
1
AA
dw
Republic Municipal
PFBA 375-22-4 ng/g 0
27.8
Czech Sewage sludge -
1
dw
Republic Municipal
PFBA 375-22-4 ng/g 0.13 1800
Spain
sewage sludge
1
dw
PFBS 375-73-5 ng/g
12.7
Spain
biosolids
1
dw
PFBS 375-73-5 ng/g 0
30.4
Czech Sewage sludge -
1
dw
Republic Municipal
PFBS 375-73-5 g/kg 13 49
German sewage sludge
dw
y
PFDA 335-76-2 ng/g 0.87 1.23
Finland Sewage sludge
dw
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PFDA 335-76-2 ng/g 1.28 3.39
Norway Sewage sludge
2
dw
PFDA 335-76-2 g/kg 1.9 3.4
Austria sewage sludge
dw
compost
PFDA 335-76-2 ng/g
5.59
Denmar Sewage sludge
dw
k
PFDA 335-76-2 g/kg 0
15.2
Greece Sewage sludge
1
dw
PFDA 335-76-2 g/kg 1.1 7.7
Austria sewage sludge
1
dw
PFDA 335-76-2 ng/g
18.3
Spain
biosolids
dw
PFDA 335-76-2 g/kg 0
27.8
Sweden Sewage sludge
2
dw
PFDA 335-76-2 ng/g 0
44.9
Czech Sewage sludge -
dw
Republic Municipal
PFDA 335-76-2 g/kg/ 75 597
German sewage sludge
1
dw
y
PFDA 335-76-2 ng/g 0.09 666
Spain
sewage sludge
1
dw
PFDoD 307-55-1 ng/g
0.1
Spain
sewage sludge
A
dw
PFDoD 307-55-1 g/kg 0.44 0.65
Austria sewage sludge
1
A
dw
compost
PFDoD 307-55-1 ng/g 1.1 1.24
Norway Sewage sludge
2
A
dw
PFDoD 307-55-1 ng/g 0.73 1.79
Finland Sewage sludge
1
A
dw
PFDoD 307-55-1 g/kg 0.77 2.7
Austria sewage sludge
1
A
dw
PFDoD 307-55-1 g/kg 0
5.93
Sweden Sewage sludge
1
A
dw
PFDoD 307-55-1 ng/g
9.1
Greece sewage sludge
1
A
dw
PFDoD 307-55-1 ng/g 0
27
Czech Sewage sludge -
1
A
dw
Republic Municipal
PFDoD 307-55-1 g/kg/ 28 325
German sewage sludge
1
A
dw
y
PFDS 335-77-3 ng/g 0.1 0.64
Norway sludge
1
dw
PFDS 335-77-3 ng/g 0
67
German sewage sludge
1
dw
y
PFDS 39108- g/kg
< L0Q Austria sewage sludge
1
34-4
dw
PFHpA 375-85-9 g/kg
0.52
Austria sewage sludge
1
dw
PFHpA 375-85-9 g/kg 0.81 2.1
Austria sewage sludge
dw
compost
PFHpA 375-85-9 g/kg 0
3.43
Sweden Sewage sludge
dw
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFHpA 375-85-9 ng/g 0
7.4
Czech Sewage sludge -
1
dw
Republic Municipal
PFHpA 375-85-9 g/kg/ 0
123
German sewage sludge
dw
y
PFHpS 375-92-8 g/kg
0.53
Austria sewage sludge
dw
PFHpS 375-92-8 ng/g 0
5.4
Czech Sewage sludge -
1
dw
Republic Municipal
PFHxA 307-24-4 ng/g
0.57
Denkma Sewage sludge
1
dw
rk,
Faroe
Islands
PFHxA 307-24-4 ng/g
0.76
Norway Sewage sludge
dw
PFHxA 307-24-4 ng/g 0.92 1.53
Finland Sewage sludge
dw
PFHxA 307-24-4 ng/g 0.69 1.57
Denmar Sewage sludge
1
dw
k
PFHxA 307-24-4 g/kg 0
3.99
Sweden Sewage sludge
2
dw
PFHxA 307-24-4 g/kg 0.35 9.8
Austria sewage sludge
dw
PFHxA 307-24-4 ng/g 1.33 11.1
Spain
sewage sludge
dw
PFHxA 307-24-4 g/kg 4.2 12
Austria sewage sludge
1
dw
compost
PFHxA 307-24-4 ng/g 0
24.9
Czech Sewage sludge -
1
dw
Republic Municipal
PFHxA 307-24-4 ng/g
32.2
Spain
biosolids
dw
PFHxA 307-24-4 g/kg/ 0
680
German sewage sludge
dw
y
PFHxA 307-24-4 g/kg 0
2.2
Greece Sewage sludge
2
dw
PFHxD
ng/g 0.13 0.13
Spain
sewage sludge
1
A
dw
PFHxS 355-46-4 g/kg <
1.4
Austria sewage sludge
1
dw
LOQ
compost
PFHxS 355-46-4 g/kg
12
Denmar sewage sludge
dw
k
PFHxS 355-46-4 ng/g
14.9
Spain
biosolids
dw
PFHxS 355-46-4 ng/g 0
26.5
Czech Sewage sludge -
1
dw
Republic Municipal
PFHxS 355-46-4 g/kg/ 0
84
German sewage sludge
1
dw
y
PFHxS 355-46-4 g/kg
< LOQ Austria sewage sludge
dw
PFNA 375-95-1 g/kg
0.77
Austria sewage sludge
dw
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFNA 375-95-1 ng/g 0.56 0.85
Norway Sewage sludge
2
dw
PFNA 375-95-1 g/kg 0.53 0.93
Austria sewage sludge
dw
compost
PFNA 375-95-1 ng/g
5.19
Spain
biosolids
dw
PFNA 375-95-1 ng/g 0.61 8
Denmar Sewage sludge
2
dw
k
PFNA 375-95-1 ng/g 0
8.2
Czech Sewage sludge -
1
dw
Republic Municipal
PFNA 375-95-1 g/kg 0
10.1
Greece Sewage sludge
2
dw
PFNA 375-95-1 g/kg 0
10.4
Sweden Sewage sludge
2
dw
PFNA 375-95-1 g/kg/ 22 171
German sewage sludge
dw
y
PFNA 375-95-1 ng/g 1.33 208
Spain
sewage sludge
1
dw
PFOA 335-67-1 ng/g 0.72 1.37
Norway sludge
1
dw
PFOA 335-67-1 g/kg 1.3 16.3
Greece Sewage sludge
2
dw
PFOA 335-67-1 g/kg 0.68 6
Austria sewage sludge
1
dw
PFOA 335-67-1 g/kg 4.4 6.4
Austria sewage sludge
1
dw
compost
PFOA 335-67-1 ng/g
14
Spain
biosolids
dw
PFOA 335-67-1 g/kg 0
16.3
Sweden Sewage sludge
dw
PFOA 335-67-1 g/kg
20
Denmar sewage sludge
dw
k
PFOA 335-67-1 ng/g 0
23.4
Czech Sewage sludge -
1
dw
Republic Municipal
PFOA 335-67-1 ng/g 0.13 103
Spain
sewage sludge
1
dw
PFOA 335-67-1 g/kg/ 20 1043
German sewage sludge
1
dw
y
PFOdA
ng/g 2.67 59.9
Spain
sewage sludge
1
dw
PFOS 1763-23- ng/g 4.86 5.65
Norway sludge
1
1
dw
PFOS 1763-23- ng/g 4.6 11.3
Greece sewage sludge
1
1
dw
PFOS 45298- g/kg 6.3 8.2
Greece Sewage sludge
1
90-6
dw
PFOS 1763-23- g/kg 4.7 18
Austria sewage sludge
1
1
dw
compost
PFOS 1763-23- g/kg 23 30
Austria sewage sludge
1
1
dw
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PFOS 45298- g/kg 0
54.8
Sweden Sewage sludge
1
90-6
dw
PFOS 1763-23- g/kg
74
Denmar sewage sludge
1
dw
k
PFOS 1763-23- ng/g
83.5
Spain
biosolids
1
dw
PFOS 1763-23- ng/g 0
998.4
Czech
Sewage sludge -
1
1
dw
Republic Municipal
PFOS 1763-23- g/kg/ 100 7600
German sewage sludge
1
1
dw
0
y
PFOSA 754-91-6 ng/g 0.43 0.46
Norway sludge
1
dw
PFOSA
ng/g 0.67 0.67
Spain
sewage sludge
1
dw
PFOSA 754-91-6 g/kg 0
2.51
Sweden Sewage sludge
1
dw
PFOSA
g/kg
4
Denmar sewage sludge
1
dw
k
PFOSA
g/kg/ 23 99
German sewage sludge
1
dw
y
PFPeA
ng/g 0.66 0.84
Finland Sewage sludge
dw
PFPeA
ng/g
7.28
Spain
biosolids
dw
PFPeA
ng/g 0
14
Czech Sewage sludge -
1
dw
Republic Municipal
PFPeA
ng/g
5.6
Greece sewage sludge
1
dw
PFPeA
ng/g 0.13 1080
Spain
sewage sludge
dw
PFPS 2706-91- ng/g 0.1 0.2
Norway sludge
1
4
dw
PFTeD 376-06-7 ng/g 0
12.1
Czech Sewage sludge -
1
A
dw
Republic Municipal
PFTeD 376-06-7 ng/g
6.1
Greece sewage sludge
1
A
dw
PFTeD 376-06-7 ng/g 0.07 93.7
Spain
sewage sludge
1
A
dw
PFTrDA 72629- ng/g 0.11 0.31
Finland Sewage sludge
1
94-8
dw
PFTrDA 72629- ng/g
0.35
Norway Sewage sludge
1
94-8
dw
PFTrDA 72629- ng/g 0
7.2
Czech Sewage sludge -
1
94-8
dw
Republic Municipal
PFTrDA 72629- ng/g 0.07 20.6
Spain
sewage sludge
1
94-8
dw
PFUnD 2058-94- g/kg
0.37
Austria sewage sludge
A
8
dw
compost
PFUnD 2058-94- ng/g 0.56 1.07
Finland Sewage sludge
1
A
8
dw
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PFUnD 2058-94- ng/g 0.66 1.1
Norway Sewage sludge
2
A
8
dw
PFUnD 2058-94- g/kg
2.1
Austria sewage sludge
1
A
8
dw
PFUnD 2058-94- ng/g 2.15 2.18
Denmar Sewage sludge
1
A
8
dw
k
PFUnD 2058-94- ng/g
3209
Greece sewage sludge
1
A
8
dw
PFUnD 2058-94- ng/g 2.84 3.29
Sweden Sewage sludge
1
A
8
dw
PFUnD 2058-94- ng/g 0
5.7
Czech Sewage sludge -
1
A
8
dw
Republic Municipal
PFUnD 2058-94- ng/g 0.1 68.8
Spain
sewage sludge
1
A
8
dw
10.4. Concentrations in biota
The detection of PFASs in wildlife, especially predators represents a direct concern for human health as many exposure pathways are similar due to the ubiquitous distribution of PFASs in food webs (Land et al., 2018). PFASs are detected in almost all individuals around the world. The analysis of PFASs in wildlife started with the detection of PFOS and PFOA and expanded to approximately 30 target PFASs, which are typically non-volatile perfluoroalkyl acids (PFAAs) that are analysed by LC-MS/MS. In biota, PFAAs are associated with protein-rich tissues such as liver, blood or kidney rather than lipophilic tissues due their acidic nature and low pKa (De Silva et al., 2021, Armitage et al., 2012). For example, PFAAs have shown to be frequently associated with serum albumin or fatty acid binding proteins but also phospholipids were suggested to play an important role for accumulating and distributing PFAAs in internal tissues (Bischel et al., 2011, Armitage et al., 2012). Frequently targeted PFAAs comprise C4-C10 perfluorosulfonic acids (PFAAs) as well as C6C14 perfluorinated carboxylic acids (PFCAs) (e.g. Figure 44). Among approximately 30 target PFAAs, PFOS typically reaches highest concentrations and detection rates in biota, irrespective of the investigated food web (Figure 44/Figure 45). PFOS/PFOSA as well as PFCAs of C8/9-C11/12 chain length have shown to biomagnify in terrestrial (e.g. Muller et al., 2011b, Zhao et al., 2013) and aquatic food webs (e.g. Kelly et al., 2009, Xu et al., 2014). As a consequence, species of high trophic position (e.g. apex predators) accumulate high concentrations of certain PFASs in their tissues (Chen et al., 2021). Among European predators, especially Eurasian otters (Lutra lutra) have shown to have comparably high PFOS levels compared to other predators (Androulakakis et al., 2022, Badry et al., 2022) (Figure 45). The fact that PFOS is still the most dominant PFASs in biota was suggested to be related to its persistence and the continued use of PFOS precursors like fluorotelomer alcohols and polyfluoroalkyl phosphate (Houde et al., 2011). However, not only adult animals are exposed to PFASs during their life span, many PFASs have shown to be already transferred via placenta or breast- feeding (maternal transfer), which can lead to high exposures of young individuals during a particular sensitive developmental stage (Chen et al., 2021).
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Predators
Buzzard Eurasian Otter Grey Seal * Harbour Porpoise Harbour Seal + White-tailed eagle
PFSAs PFBS PFPeS PFHxS PFHpS
PFOS PFOSA
PFDS
PFCAs PFHxA PFOA
PFNA
PFDA PFUdA PFDoDA PFTrDA PFTeDA
A
40
*1) .40 Ito
AO0P40$0 1
ILO A 19ID111111 0 150 300 km
Figure 44. Composition of PFAAs in livers of apex predators from Europe (20152018) taken from Androulakakis et al. (2022)) and Badry et al. (2022)). Terrestrial species: Common buzzard (Buteo buteo). Freshwater species: Eurasian Otter (Lutra sutra). Marine species: Grey seal (Halichoerus grypus), Harbour seal (Phoca vitulina), harbour porpoise (Phocoena phocoena). Mixed food web feeder: White-tailed eagle (Haliaeetus albicilla). All samples have been analysed by the same laboratory (University of Athens).
Even though many target PFASs have shown to be widely distributed among food webs, certain risk factors such as proximity to industrial sites or local airports can considerably increase concentrations in European wildlife (e.g. Langberg et al., 2021, Ahrens et al., 2015). For example, PFOS concentrations in songbirds from Antwerp, Belgium showed particular high concentrations in the vicinity of a fluorochemical facility (Dauwe et al., 2007). These results demonstrate that even lower trophic level species can be heavily exposed. In the same region (Flanders, Belgium), raptors have shown elevated concentrations as well, which might be attributed to biomagnification of PFOS in local food webs (Meyer et al., 2009, Jaspers et al., 2013). In aquatic food webs, freshwater exposures of fish have been linked to the proximity to airports where PFASs are emitted via firefighting foams (Ahrens et al., 2015). Other important PFAS sources to freshwater fish were suggested to be related to wastewater effluents and industrial activities (Gockener et al., 2021, Langberg et al., 2021). As a consequence, apex predators of aquatic food webs have shown to accumulate high PFOS levels in proximity of potential point pollution sources (e.g. Badry et al., 2022). Besides freshwater species, European marine wildlife showed considerable exposure to PFASs as well (e.g. Figure 44/Figure 45, Trimmel et al. (2021)),
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Pereira et al. (2021))). However, exposures are more difficult to link to specific sources due to diffuse entries and higher admixture compared to freshwater compartments.
15000
7 aCl
'-210000 >
C O
rAe
C C
g 5000
PFOS in European apex predators (2015-2018)
Name of country
* Germany
Netherlands
* Sr.ecien
* Uruted Km9dorn
o
Harbour Seal pooled
Grey Seal pooled
white-tailed eagle individuals
y ---
Buzzard
pooled
Eurasian Otter pooled
Figure 45. Boxplot of PFOS concentrations in livers of apex predators from central Europe presented in Figure 44. Freshwater species: Eurasian otter (Lutra sutra). Marine species: Grey seal (Halichoerus grypus) from SE, Harbour seal (Phoca vitulina) from DE, NL, SE. Terrestrial species: Common buzzard (Buteo buteo) from DE, NL, UK. Mixed food web feeder: White-tailed eagle (Haliaeetus albicilla) from DE. All samples have been analysed by the same laboratory (University of Athens). The lower and upper hinges of the box correspond to the 25th and 75th percentile. The upper/lower whisker extends from the hinge to the largest/smallest value no further than 1.5* interquartile range from the hinge. Data points beyond are plotted individually by black dots.
In Androulakakis et al. (2022)), ZPFAS were one to four orders of magnitude higher in predatory species compared to lower trophic level species (non-predatory fish). However, those differences are probably also influenced by the sampling matrix as Androulakakis et al. (2022)) investigated muscles of fish species and livers of predators. Similar to the results of the apex predators, fish from freshwater compartments showed highest PFOS contamination (Figure 46). Not only wildlife species have shown to be widely exposed, also livestock (as well as game species) are frequently exposed but links to adverse effects (including human consumption of livestock) require further investigation (Death et al., 2021).
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60
Concentration muscle [nig ww]
40 Name of country Germany
Netherlands O Sweden
Unded Kognom
20
0 Eelpout
Herring
Bream
Roach
Figure 46. Boxplot of PFOS concentrations in pooled muscle samples of nonpredatory fish species from Europe (Androulakakis et al., 2022). Freshwater species: Bream (Abrahmis brama) from DE NL, Roach (Rutilus rutilus). Marine species: Eelpout (Zoarces viviparus), Herring (Clupea harengus). All samples have been analysed in the same laboratory (University of Athens). The lower and upper hinges of the box correspond to the 25th and 75th percentile. The upper/lower whisker extends from the hinge to the largest/smallest value no further than 1.5*interquartile range from the hinge. Data points beyond are plotted individually by black dots.
It is important to mention that the usually targeted PFAAs in biota represent only a small fraction of all currently used PFASs, which is mainly attributed to the lack of chemical standards and reference materials (Xiao, 2017, De Silva et al., 2021). Recent advances in analytical techniques led to the development of suspect and non-target screening methods for detecting a broader range of PFASs in biota samples (Barrett et al., 2021, Liu et al., 2018b). However, a disadvantage of suspect and non-target screening methods is that they are currently limited to qualitative (presence/absence) or semi-quantitative (relative concentrations) interpretation. The non-target screening method of Liu et al. (2018b)) detected 330 PFASs (C4-C18) in pooled fish samples (liver) from which the majority had at least 8 carbons in their chain. These results indicate that biota tend to accumulate rather long-chain PFASs, which is in agreement with previous studies targeting the conventional PFASs mentioned above. Interestingly, the suspect and non-target screening by Barrett et al. (2021)) in an endangered apex predator, the beluga whale (Deiphinapterus leucas), determined 54 PFASs belonging to nine distinct groups, where unregulated short-chain PFASs increased over time. Suspect screening in 11 marine mammal species from the northern Hemisphere revealed the presence of 63 PFASs from 12 different classes (Spaan et al., 2020). Apart from PFOS in the majority of samples, 7:3 fluorotelomer carboxylic acid (7:3 FTCA) was most prevalent in a few samples. Other prevalent PFASs comprised PFNA (C9) in polar bears from Greenland or PFUnDA (C11) in cetaceans (Spaan et al., 2020). A recent review on PFASs in apex predators reported that 6:2 CI-PFESA was the most frequently detected novel PFASs, which was suggested to be related to its similar trophic
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magnification factor (3.37) to PFOS (3.92) (Chen et al., 2021). Other analytical advances besides suspect and non-target screening comprise e.g. the development of total fluorine (TOF) or extractable organic fluorine (EOF) measurements, which rely on the determination of atomic fluorine in a sample irrespective of the originating compound class (e.g. PFASs, pharmaceuticals, pesticides etc.) (De Silva et al., 2021). In livers of Baltic cod (Gadus morhua) from Sweden, time trends of TOF contrasted those of legacy PFASs and demonstrated large amounts of unidentified inorganic and organic fluorine in the samples (Schultes et al., 2020a). When considering EOF, a study on marine mammals from the northern Hemisphere revealed that for the majority of samples, the EOF was not significantly different to sum target PFASs (Spaan et al., 2020). However, for species from the US east coast, 30-75% of the EOF remained unidentified, which may be attributed to proximity to unidentified organofluorine sources (Spaan et al., 2020). Furthermore, killer whales (Orcinus orca) showed high amounts of unidentified fluorine (indicated by EOF) in their blubber, a matrix that generally showed low concentrations of target PFASs compared to e.g. liver or blood (Schultes et al., 2020b). Taken together, especially PFOS and longchain PFASs are frequently detected in protein-rich tissues of almost all wildlife species, whereas novel analytical techniques demonstrate the presence of emerging PFASs such as 7:3 FTCA or 6:2 CI-PFESA.
Finally, at a Swedish dairy cattle farm, the daily intake of PFASs by cows from consumption of silage was estimated to be 0.027 pg/kg, and the concentration of PFASs in cow tissues and milk was measured up to 0.228 pg/kg and 0.018 pg/L, respectively (Vestergren et al., 2013). Consumption of PFASs-contaminated edible crops and transfer through food chains represent important exposure pathways for humans to these chemicals (Domingo and Nadal, 2017). Further data in biota can be found in the subsection "Measured levels indicating potential for long-range transport".
10.5. Concentrations in plants
Generally, little data are available on PFASs contamination in plants since plants are usually not included in routine environmental monitoring programs. Based on the chemical structure and physico-chemical properties of the different PFASs subgroups the uptake, distribution and accumulation patterns in plants varies widely. Reported and measured levels of PFASs from field or semi-field condition studies with different plant species (e.g., cereals, vegetables and fruits) at contaminated sites were summarised by (Li et al., 2022) (Table 26). In most areas, the detected ZPFASs in plants ranged from ng/g to pg/g levels. In contrast, the detected ZPFASs in plants from background soil was at pg/g levels (Domingo and Nadal, 2017, Jian et al., 2017). The maximum ZPFASs was 8085.18 ng/g dw in soybean taken from 0.3 km away from a fluorochemical manufacturing park (Liu et al., 2019). PFBA, PFPeA, PFHxA, PFHpA, and PFOA were the dominant PFASs, with the concentrations of 2378.31, 992.62, 211.80, 530.36, and 3966.62 ng/g dw, respectively Liu et al. 2019. As shown in Table 26, the fluorochemical manufacturing park was the most seriously contaminated source followed by firefighter training sites, landfills and wastewater treatment plants.
Fluorochemical manufacturing facilities, wastewater treatment plants and landfills are regarded as the hot-spot sources of PFASs emissions into the atmosphere (Wang et al., 2021, Ahrens et al., 2011b) application of biosolids is a common practice to improve soil quality, and is another major pathway to introduce PFASs into agricultural fields (Wen et
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al., 2014b, Blaine et al., 2014). In the wheat-grass cultivated in aqueous film-forming foam polluted soils, the ZPFASs varied up to 6190 ng/g wet weight (Braunig et al., 2019). Plants grown in or near contaminated areas are frequently detected with measurable concentration of PFASs, confirming the capability of plants to absorb these contaminants from soils (Blaine et al., 2014, Jin et al., 2018, Kim et al., 2019, Wen et al., 2014b). As discussed by Li et al., 2022, high concentrations of PFASs are reported in plants particularly near fluorochemical manufacturing parks, firefighter training sites, landfills and wastewater treatment plants. For example, 8085 ng/g dry weight (dw) total concentrations of PFASs (ZPFASs) were found in edible parts of crops taken from field around a fluorochemical industrial park (Liu et al., 2019). PFASs levels in plants from contaminated sites varied between ng/g and pg/g levels, which likely causes oxidative damages in plants and health risks in human (Li et al., 2021).
Agricultural crops grown around fluorochemical industrial parks were found to contain high levels of PFASs; the total concentration was up to 87 pg/kg wet weight (ww) in vegetables, 480 pg/kg dry weight (dw) in wheat grains, and 59 pg/kg dw in maize grains, which were attributed primarily to the nearby industrial discharges (Bao et al., 2019, Liu et al., 2017a, Liu et al., 2016). In addition, tree bark and leaves collected near a fluorochemical manufacturing park were also found to be contaminated with PFASs, suggesting that the airborne PFASs released from industries could be sorbed by the aboveground portions of plants (Jin et al., 2018). Fruits and vegetables collected from local markets in several European countries were frequently found with PFASs contamination (Herzke et al., 2013, Sznajder et al., 2018). In perennial grasses grown near a fluoropolymer manufacturing facility, the total concentrations of six PFCAs in grass leaves were in the range of 9540 pg/kg dw (Zhu and Kannan, 2019). As grasses are primarily used as livestock forage, PFASs accumulated in grasses may migrate to animals and eventually to humans via trophic food chains (Wang et al., 2020).
For further information on plant uptake and accumulation, see section B.4.4.
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Table 26. Concentrations of PFASs in different plants species taken from contaminated sites (reviewed by Li et al. 2022)
Plant Cereals Corn Maize Maize Rice Soybean Wheat Wheat Wheat-grass Vegetables
Contaminant source
Fluorochemical manufacturing parks Wastewater treatment plant Fluorochemical manufacturing parks Wastewater treatment plant Fluorochemical manufacturing parks Fluorochemical manufacturing parks Fluorochemical manufacturing parks Aqueous film-forming foams
Unit
PFBA PFPeA PFHxA PFHpA PFOA PFNA PFDA PFUnDA PFDoDA PFBS PFHxS PFOS Reference
ng/g dw
1448.5
2478.4
9 387.68 116.06 248.78 4 1.13
0.61
0.12
pg/g dw
65
62
ng/g dw 37.37 7.65 13.04 <0.10 0.40 <0.05 <0.07 <0.10
ng/g ww
0.12 1.73 0.21 0.13 0.09
2378.3
3966.6
ng/g dw 1
992.62 211.80 530.36 2
1.63 0.97 0.30
ng/g dw 339
83.20 49
2.06
ng/g dw 1102.5 495.77 134.69 51.19 1
ng/g ww 766
466
515
17
6.79 <0.05 <0.07 <0.10
809.75 0.42 0.81 0.14
16
0.80 <
0 .25
0.07
<0.06 0.05 0.20 <0.06 <0.06
0.29 <0.02 1.07 (Liu et al., 2019) 100 (Dalahmeh et al., 2018) <0.05 <0.04 0.23 (Liu et al., 2017a)
(Kim et al., 2019)
<0.02 <0.02 2.35 (Liu et al., 2019) <0.05 <0.04 0.09 (Liu et al., 2017a) 0.51 0.37 0.93 (Liu et al., 2019) 550 2790 1070 (Braunig et al., 2019)
Amaranth Balsam pear Cabbage Carrot Carrot Cauliflower
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
ng/g ww
2.20
ng/g dw 3.54 0.25
0.16
ng/g dw 17.85 1.79 0.56 0.76 1.94 0.06 0.03
ng/g dw 1.25
0.22
ng/g dw
2552.7 852.31 196.85 229.07 1468.0 0.64
4
8
0.57
<0.04
ng/g dw 194.10 78.32 32.79 18.54 86.08 <0.05 <0.07 <0.10
0.10
0.09 <0.02 <0.06
0.50
(Li et al., 2019) (Zhang et al., 2020)
0.06
0.43 (Zhang et al., 2020) (Zhang et al., 2020)
1.10 <0.02 1.31 (Liu et al., 2019) (Liu et al., 2019)
<0.02 0.04 0.32
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Plant Celery Chinese cabbage Chinese chives Cucumber Cucumber Cucumber Eggplant Lettuce Pepper Pumpkin Radish Radish Rape Spinach Sponge gourd Sweet pepper Tomato
Contaminant source
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks Fluorochemical manufacturing parks
Fluorochemical manufacturing parks Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Fluorochemical manufacturing parks
Unit ng/g dw ng/g dw
PFBA 1049.6 1 71 158.2
PFPeA 324.06 290.79
PFHxA 94.30 62.69
PFHpA 88.27 62.37
PFOA 1119.4 1
678.68
PFNA PFDA PFUnDA 0.49 0.15 <0.04 0.15 0.24 0.14
PFDoDA PFBS PFHxS PFOS Reference <0.06 <0.02 <0.02 1.62 (Liu et al., 2019)
<0.02
(Liu et al., 2019) <0.02 <0.02 3.38
ng/g dw 665.05 278.47 100.87 131.81 885.94 0.55 0.47 <0.04
0.15
0.26 <0.02 2.18 (Liu et al., 2019)
ng/g ww 2.40
1.70
(Li et al., 2019)
ng/g dw 63
0.85 0.32 0.26 2.60
15 0.31 0.12 (Bao et al., 2020)
ng/g dw 13.55 4.68 1.36 0.18 0.42 0.06
0.06
(Zhang et al., 2020)
ng/g dw 4.54 0.61 0.22
0.82 0.34 0.28 0.12
0.26
(Zhang et al., 2020)
ng/g dw 2365.1 281.17 72.19 8
ng/g dw 946.46 415.86 74.39
72.95 18.01
1038.2
7
0.09 0.21 0.2
39.29 0.15 <0.02 0.11
<0.02 <0.06
<0.02 <0.02 3.46 (Liu et al., 2019) <0.02 <0.02 0.62 (Liu et al., 2019)
ng/g dw 638.13 64.10 11.65 5.25 15.09 0.08 <0.07 0.12
<0.06
(Liu et al., 2019) <0.02 <0.02 0.09
ng/g dw 3.66 6.05 4.59 0.21 0.30 0.03
0.09
(Zhang et al., 2020)
ng/g dw 12167.5 426.45 103.31 251.88 16879.7 0.67 0.84 <0.04
<0.06 <0.02 <0.02 1.85 (Liu et al., 2019)
ng/g dw 7.70 2.99 3.44 0.18 1.82 0.02
0.19 0.02
(Zhang et al., 2020)
ng/g dw 6.70 1.79 3.90 0.47 2.49 0.02 0.10 0.05
0.22
0.17
(Zhang et al., 2020)
ng/g dw 16.66 10.33 5.37 0.26 0.60
0.11
0.08 (Zhang et al., 2020)
ng/g dw 1.44 0.90 0.71
0.17 0.08
0.10
(Zhang et al., 2020)
ng/g ww 3.90
0.40
(Li et al., 2019)
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Plant Tomato Tomato Welsh onion White gourd White melon Yam Zucchini
Fruits Grape Muskmelon Peach Pear Sugarcane Watermelon Others
Contaminant source Fluorochemical manufacturing parks Fluorochemical manufacturing parks Fluorochemical manufacturing parks Fluorochemical manufacturing parks Fluorochemical manufacturing parks
Wastewater treatment plant
Fluorochemical manufacturing parks Fluorochemical manufacturing parks
Fluorochemical manufacturing parks Fluorochemical manufacturing parks Fluorochemical manufacturing parks Fluorochemical manufacturing parks Wastewater treatment plant Fluorochemical manufacturing parks
Unit
PFBA
ng/g dw 3.15
PFPeA PFHxA PFHpA PFOA
2.74 1.41
0.18
PFNA PFDA PFUnDA 0.02
PFDoDA PFBS PFHxS PFOS Reference
0.12
0.25
0.19 (Zhang et al., 2020)
ng/g dw 87
1.30 0.56 0.32 1.70
13 0.29 0.15 (Bao et al., 2020)
ng/g dw 270.39 77.79 30.73 84.59 360.58 0.16 0.12 <0.04
<0.06 0.07 <0.04 0.10 (Liu et al., 2019)
ng/g ww 11.50
(Li et al., 2019)
ng/g ww 8.50
1.20
(Li et al., 2019)
pg/g dw
97
110
73
(Dalahmeh et al.,
40
2018)
ng/g dw 1.54 0.21 0.11
0.64 0.04
0.04
ng/g ww 69
3.10 0.28 <0.20 3.20 <0.20 <0.20
0.12
(Zhang et al., 2020) 11 <0.20 <0.20 (Bao et al., 2020)
ng/g ww 9.80 ng/g ww 2.90 ng/g ww ng/g ww 3.70 pg/g dw ng/g ww 3.60
1
0.30 1.60 0.50
1
0.20 1.30
0.30 1
140
110
65
0.30 7.90
0.20
0.10
(Li et al., 2019) (Li et al., 2019) (Li et al., 2019) (Li et al., 2019) (Dalahmeh et al., 2018) (Li et al., 2019)
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Plant Grass
Contaminant source
Fluorochemical manufacturing facility
Grass
Fluorochemical manufacturing facility
Tree
Fluorochemical manufacturing facility
Willow, maize, Fluorochemical and pyramidalis manufacturing parks
Fluorochemical manufacturing parks Fluorochemical manufacturing parks
landfill
Unit
PFBA
ng/g dw
PFPeA PFHxA PFHpA PFOA 190
PFNA PFDA PFUnDA 4.50 11 23
PFDoDA PFBS PFHxS PFOS Reference
(Zhu and Kannan,
30
2019)
ng/g dw
17
520
0.86 1.20 3.70
(Zhu and Kannan, 2019)
ng/g dw
7.30 700
5.80 4.30 8.60
4.20
(Zhu and Kannan, 2019)
ng/g dw 140
240
970
550
110
220
(Chen et al., 2018)Chen
56
100 100 24 et al. (2018)
ng/g dw ng/g dw
40.90 59.80 11.50 194
7.78 12.30 8.61
23.60 28.60 6.66 61.30 14.10 3.51 9.12
ng/g
4.60 0.12 0.03
0.04
12.80 5.04
2.43 1.65 1.12 (Shan et al., 2014)
0.86 0.81 0.41 (Shan et al., 2014)
(Scher et al., 0.03 2018)Scher et. 2018
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10.6. Measured levels indicating potential for Ion-range transport
The information below is provided to support the assessment of long-range transport potential in section B.4.2.5.
Generally, field data are accepted as evidence for the long-range transport of a chemical if (1) measured levels are available in locations distant from the sources of its release; (2) monitoring data show that long-range environmental transport of the chemical may have occurred via air, water, or migratory species. However, the mere detection of a chemical in a remote region cannot necessarily be understood as evidence of long-range transport, as the potential influence of local sources has to be considered as well Scheringer (2009), since both long-range transport as well as local pollution may contribute to the presence of PFASs.
For the majority of PFASs no data on the long-range transport potential, transport pathways or point sources are available. While the long-range transport potential of PFASs is outlined in Annex B.4.2.5, this section focuses on the key studies reporting occurrence and concentrations in different environmental compartments in the Arctic (mainly based on the review by (Muir et al., 2019)) and Antarctica (summarised in the Table 27) as indications of potential long-range transport. These findings were complemented by analysis results from databases from AMAP monitoring campaigns and from national monitoring programs. We focus particularly on the few key studies that demonstrate a long-range transport from release source to target matrix analysed.
The sections below describe the measured levels of PFASs in different environmental compartments (air, seawater, freshwater, snow and ice, biota) in the Arctic and Antarctica.
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Table 27.Collection of the levels detected in different matrices and biota in remote areas.
PFASs
CAS
Country Matrix
Unit
Arithmetic mean
Minimum
KISR CGD# 13252-13-6 Dqdubalfd#1 surface water - snow
sj 2D#
9M#
#
SIED#
375-22-4 DqvcduEfd# surface water - snow
sj2j#
#
13
SIEV#
375-73-5 Dqvdub fd# surface water - snow
Si
4:#
#
SIGD #
206-400-3 DqvaluDalfd#1 surface water - snow
sj #
#
3.1
SIG rD # 307-55-1 DqvduEv fd# surface water - snow
Si
#
0.51
SIGV#
#
DqvciuDalfd#1 surface water - snow
sj #
#
0.1
SIKsD # 375-85-9 Dq-vduEuifd# surface water - snow
sj20#
#
23
SIKsV# 357-92-8 DqvduEfd#1 surface water - snow
sj #
3
#
SIK{D # 307-24-4 DqvduEfd# surface water - snow
Si
#
2.3
SIK{V#
355-46-4 DqviuNfd#1 surface water - snow
sj #
#
0.12
SIQD#
375-95-1 DqvduEfd# surface water - snow
Si
#
14
SIRD#
335-67-1 DqvcduEvEd#1 surface water - snow
sj #
#
29
SIRV#
1763-23-1 DqvduEfd# surface water - snow
Si
69#
#
S IS hD #
2706-90-3 DqvcduNfd#1 surface water - snow
sj2j#
#
1.5
SIWhD# #
DqVCIUEfd# surface water - snow
sj #
#
20
SIWhGD# #
D qvaluEfd#1 surface water - snow
sj #
3
#
S IWLD#
#
DCIVCIUEfd# surface water - snow
sj #
#
0.74
SIWLGD#
#
DqvduEialfd#1 surface water - snow
sj #
0.5
SIXqD# #
DqvduEfd44 surface water - snow
sj #
#
2
SIXqGD# #
DqvduEfd#1 surface water - snow
sj #
5.6
SIED#
375-22-4 Dq-vduEfd# Sediment
qjtL
4157#
#
SIShD#
2706-90-3 DqvduEfd#1 Sediment
qj 2j 1z
3177#
#
SIK{D# 307-24-4 Dq-vduEfd# Sediment
qj t:tz
3188#
#
SIRD#
335-67-1 DqvduEfd#1 Sediment
qj 2j 1z
3156#
#
SIQD#
375-95-1 Dq-vduEfd# Sediment
qj t:tz
3 k4#
#
SIGD#
206-400-3 DqvcduEialfd#1 Sediment
qj L
3 3#
#
SIXgD# #
DqvduEfd# Sediment
qj fig:tz
3153#
#
S 'MD #
#
DqvduEfd# Sediment
qj fig:tz
3 4#
#
Maximum
530
600 180 1.2 310
230 7.3 330 1300
73 20
32
150
Number of studies 1 1
1
2 1 2 2 1 2 2 2 2
1
2 1 1 1 1 1 1
1
1 1
1 1
1
1 1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
SIEV# SIK{V# SIRV# SIGD# SIG rD # SIGV# S IK sD# SIK{D# SIK{V# SIQD# SIRD# SIWhD # SIW# SIX qD # IRVD# SIED# sIE D # PFBS PFDA PFDA PFDA PFDoA PFDoA PFDoDS PFHpA PFHxA PFHxA PFHxS PFNA PFNA
375-73-5 355-46-4 1763-23-1 206-400-3
307-55-1 # 375-85-9 307-24-4 355-46-4 375-95-1 335-67-1 # # # # 375-22-4 375-22-4 375-73-5 206-400-3 206-400-3 206-400-3 307-55-1 307-55-1
375-85-9 307-24-4 307-24-4 355-46-4 375-95-1 375-95-1
Dq-vduEfd# Sediment
qjJz
DqvcluEfdtt Sediment
q2j lz
DqvduEv fd# Sediment
qj :tz
Dq'duEfdtt pdu2hdulauff
sj 2:34
DqvduEv fd# pdul13.44z dvh
sj2)44
DqvduEfdtt pdu2htlz duhuLt
sj2:34
Dq-vdubt fd# pdulWiz dvin
Si
DqvciuEfdtt pdu2htlz dulat#
sj 2:34
Dq-vduEfd# pdua 13.44z dull:
Si 20#
Dqfdii p dh di'h
sj 2D#
DqvduEfd# pdua 13.44z dvin
Si 20#
DqvcluEfd# p du2h* dulat#
sj2:*
DqvduEfd# p dulligz d1
sj #
DqvcluEfd# p du2htlz dulat#
Sj 2D#
Dqvclubt fd# ecrrgaxlvp d#
qj2j z#
DqvcduEfdtt z krdarg I#s Ilqfv q,# qj 2jtz #
DqvaluEv fd# ]hdvkhusr#
qj2jfigz#
Antarctica feathers
ng/g dw
Antarctica blood plasma
ng/g ww
Antarctica feathers
ng/g dw
Antarctica algae
ng/g d.w.
Antarctica algae
ng/g d.w.
Antarctica blood plasma
ng/g plasma ww
Antarctica blood plasma
ng/g plasma ww
Antarctica whole body (plancton) ng/g dw
Antarctica whole body (plancton) ng/g dw
Antarctica blood plasma ----
ng/g ww
Antarctica feathers
ng/g d.w.
Antarctica blood plasma
ng/g plasma ww
Antarctica feathers
ng/g d.w.
3173#
#
3189#
#
3153#
#
#
5.4
#
0.5
#
0.23
#
19
#
2.1
#
0.6
#
15
#
24
#
25
#
0.67
#
2
52
#
0.38
3C5M5#
#
0.28
0.16
0.11
0.04
0,12-0,34
<LOQ
<LOQ
0.13
0.045
0.43
----
0,05-0,19
<LOQ 0,14*10^-3 ----
0.06
1
1
1
68
1
8.9
1
0.23
1
87
1
30
1
5.3
1
110
1
180
1
25
1
2.4
1
27
1
1
2
2
1
1
1
1
1
1
0.12*10'-3 1
<LOQ
1
4.6
1
0.46
1
1
1
1
1
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
PFOA
335-67-1 Antarctica whole body (mussel)
ng/g d.w.
0.08
1
PFOS
1763-23-1 Antarctica feathers
ng/g d.w.
0,77-0,9
1
PFOS
1763-23-1 Antarctica blood plasma
ng/g plasma ww 0,25*10^-3-2,310^-3
1
PFOS
1763-23-1 Antarctica whole body (mussel)
ng/g d.w.
0.47
1
PFPeA
2706-90-3 Antarctica whole body (plancton) ng/g dw
0.22
5.9
1
PFTrA
Antarctica feathers
ng/g d.w.
0.06
1
PFTrA
Antarctica whole body (mussel)
ng/g d.w.
0.14
1
PFtrDA
Antarctica blood plasma
ng/g ww
0,17-0,63
1
PFtrDA
Antarctica blood plasma
ng/g ww
0,18-0,66
1
PFtrDA
Antarctica whole body (mussel)
ng/g d.w.
0.07
1
PFUnA
Antarctica whole body (plancton) ng/g d.w.
0.001
0.014
1
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10.6.1. Air/atmosphere
Both precursor-PFASs with and without a functional (ionic) moiety have been measured in the atmosphere at Arctic sites and in the northern Atlantic Ocean indicating potential transport of PFASs to the Arctic via air. Ionic PFASs have usually been measured in the particulate phase, while the neutral precursors have been measured in both the gas- and particulate phase. Many of the known PFAS precursor compounds have been ubiquitously detected in the atmosphere around the world, such as FTOHs, FASAs and perfluoroalkane sulfonamidoethanols (FASEs) as reviewed by Karrrnan et al. (2019). However, compared to the PFAS precursors, limited information is available about the environmental occurrence, sources and levels of other volatile PFASs with different chemical structures and uses.
Generally, to date, there is a limited number of atmospheric deposition measurements of short-chain PFASs, with only a handful made in remote regions. Also, temporal trend data for short-chain PFASs in the environment are very limited. Directly emitted short-chain PFCAs are unlikely to act as a large source to remote regions since these compounds have short atmospheric lifetimes that are assumed to be on the order of a few days, dominated by wet and dry deposition, analogous to other strong acids, such as nitric acid (Wu et al., 2014, Kotamarthi et al., 1998).
A recent study (Rauert et al., 2018) monitored PFASs at 21 sites within the Global Atmospheric Passive Sampling. Atmospheric concentrations previously reported from 2009 were compared to concentrations measured at these sites in 2013 and 2015, to assess trends over 7 years of monitoring. Concentrations of the FTOHs and FOSAs and FOSEs were stable at these sites from 2009 to 2015 with no significant difference in concentrations. At every site, the FTOHs dominated the profiles with highest concentrations of the 6:2 FTOH and 8:2 FTOH. Among FOSA and FOSES,only EtFOSA had high detection frequencies of 63 and 47% in 2013 and 2015, respectively. The FTOHs generally had higher detection frequencies with >68% detection of 8:2 FTOH and 10:2 FTOH. Concentrations of the sum of the three FTOHs aFTOHs) at the three Arctic sites in the study (<0.4-21pg/m3) were in line with those previously reported from the Canadian Arctic in 2004 of <1.5-35 pg/m3 (Stock et al., 2007), in 2005 of 7.0-55 pg/m3 (Shoeib et al., 2006) and North Greenland during 20082013 of <0.2-48 pg/m3 (Bossi et al., 2016). Of the FOSA/FOSEs, only EtFOSA was detected in the polar GAPS locations and concentrations were an order of magnitude lower than previously reported in the Arctic (Bossi et al., 2016, Ahrens, 2011).
Previous studies have investigated the ratios of the individual FTOHs to provide information on sources to the air mass sampled. As the 8:2 FTOH has the longest atmospheric residence time of the FTOHs (Wang et al., 2014, Bossi et al., 2016). A lower 8:2 FTOH ratio indicates direct emissions from localised sources in the area are contributing (Wang et al., 2014). A higher ratio of the 8:2 FTOH to the other FTOHs indicates that long-range atmospheric trasport is a primary source to the region as shown for FTOH in Arctic regions (e.g. Bossi et al., 2016). The study by Bossi et al. (2016) investigated neutral per- and polyfluoroalkyl substances (PFASs) in the Arctic (North Greenland) in a multiyear series from 20082013.The average sum of the seven measured neutral PFASs (27PFAS) ranged from 1.82 to 32.1 pg m-3. The most abundant compound was 8:2 FTOH (44% of 27PFAS), followed by 6:2 FTOH and 10:2 FTOH. FOSA and FOSE were also detected but at much lower concentrations than FTOHs. No significant temporal trend in concentration was observed.
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Wong et al. (2018) report for the first time temporal trends of neutral and ionic PFASs in air from three Arctic stations: Alert (Canada, 2006-2014); Zeppelin (Svalbard, Norway, 20062014) and Andoya (Norway, 2010-2014). The most abundant PFASs were the perfluorooctanoic acid (PFOA), perfluorooctane sulfonic acid (PFOS), perfluorobutanoic acid (PFBA), and fluorotelomer alcohols (FTOHs). All of these chemicals exhibited increasing trends at Alert with doubling times of 3.7 years (y) for PFOA, 2.9 y for PFOS, 2.5 y for PFBA, 5.0 y for 8:2 FTOH and 7.0 y for 10:2 FTOH. In contrast, declining or non-changing trends, were observed for PFOA and PFOS at Zeppelin and Andoya. PFCAs were 3 to 30-fold higher at Zeppelin and Andoya compared to Alert. Alert is located at the northeastern tip of the Ellesmere Island and approximately 4 km from water which is covered by sea ice for most of the year, while the Norwegian sites are closer to open ocean waters. Wong et al. 2018 attributed this to sea spray aerosol due to proximity to the ocean of the Norwegian sites. Air concentrations of PFBA in Alert ranged from <0.0063 to 29 pg/m3) and it was mainly detected in the gas phase. The concentrations were within the same range as the urban sites in Europe (0.93-7.0 pg/m3, (Ahrens et al., 2013, Dreyer and Ebinghaus, 2009, Muller et al., 2012) which suggests that PFBA may be uniformly distributed in the northern hemisphere. Results of longterm air monitoring for PFOS and PFOA in airborne particles have been reported for Svalbard (Zeppelin Station) for the period 2006-2012 (Nilu, 2015). PFOA continues to be the predominant compound among the C6-C11-PFCAs in air. PFASs are monitored in air at several locations in Norway, but not many samples have been analyzed and the concentrations of many compounds are below the detection limits.
A recent report on screening for new contaminants at the Arctic Zeppelin station revealed several poly/perfluoro-compounds PFPHP), tris(perfluorobutyl)-amine (PFTBA), and 1,2,3,4tetrachlorohexafluorobutane (TCHFB) in arctic air for the first time (Schlabach et al., 2018). These compounds are volatile and the authors noted that concentrations reported may therefore be underestimated (due to breakthrough in PUF samplers) although still indicating that these PFASs may undergo long-range transport (Schlabach et al., 2018). Neutral PFASs (FTOH, perfluorosulfonamides and sulfonamido-ethanols) have been measured since 2007 in northern Greenland and the results covering the period 2007-2015 have been summarized in a recent report (Skov et al., 2017). The most abundant compound was 8:2 FTOH (44% of Z7PFAS), followed by 6:2 FTOH (25% of Z7PFAS) and 10:2 FTOH (14% of Z7PFAS). The concentrations of FTOH were comparable with those measured at other High Arctic sites (Ny Alesund (Zeppelin) and Alert.
Air samples collected on the Amundsen icebreaker during annual cruises in the Canadian Arctic since 2007 have been analyzed for PFASs. These data (Figure 47) build on earlier studies of PFASs in the Canadian Arctic using oceanographic cruises (Ahrens et al., 2011a, Shoeib et al., 2006).
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A. FTOHs, FTAs, FOSEs, PFSAs, PFCAs
102
B. Individual PFSAs and PFCAs
crL 10' rQn 100 O
O 0
ier2
104
Qty I
I
I
SA ' 4 :1' <4( )
I
I
CO' q
qI ao.1 s1." 1
1
4,40I
1
't<
ep es... T
T
,
I`
Figure 47. Box and whisker plots of PFAS concentrations for A) PFAS groups, ZFTOHs, ZFTAs, ZFOSAs, ZFOSEs, ZPFCAs and ZPFSAs and B) individual PFSAs and PFCAs in air (sum of particle and gas phases) measured in the Canadian Arctic from the Amundsen icebreaker (2010-11) reviewed by Muir et al. (2019). Boxes correspond to the interquartile range (25th and 75th percentiles), whiskers to the 5th and 95th percentiles. 2010 FOSAs and FOSEs are excluded owing to contamination in 2010 by MeFOSA and MeFOSEs.
Temporal trends of the n-PFAS in air from Arctic sampling sites have been investigated in previous studies e.g. by Wong et al. (2018). They reported slow increasing trends of the FTOHs at Alert from 2006 to 2014, and an expected doubling time of 5 and 10 years for 8:2 FTOH and 10:2 FTOH, respectively. Bossi et al. (2016), meanwhile, did not observe changes in concentrations of the FTOHs at North Greenland from 2008 to 2013. Global trends have also been investigated by Gawor et al. (2014) at up to 46 sites from 2006 to 2011. Higher levels of FTOHs compared to FOSAs, and FOSEs were observed at all sites.
Recently Yu et al. (2020) detected over one hundred individual PFASs in ambient air using innovative technologies consisting of cryogenic air sampler, a micro-to nano-sized particle fractionator (NPS) and non-target screening via ultra high resolution mass spectrometry. These results demonstrated the continued important role of volatile precursors for global distribution and transport of relatively stable PFASs, such as PFSA and PFCA.
10.6.2. Water
The global distribution and long-range transport of PFASs were investigated by Zhao et al 2012 using seawater samples collected from the Greenland Sea, East Atlantic Ocean and the Southern Ocean in 2009-2010. In the 76 marine surface water samples, 8 out of 15 PFASs were quantified in the Greenland Sea, AO and Southern Ocean. The PFASs concentrations varied from non-detectable to 650 pg/L, and the average concentrations declined in three oceans in the following order: Atlantic (260 pg/L) > Greenland Sea (140 pg/L) > Southern Ocean (30 pg/L). Elevated levels of ZPFASs were detected in the North Atlantic Ocean with the concentrations ranging from 130 to 650 pg/L. In the Greenland Sea, the ZPFASs concentrations ranged from 45 to 280 pg/L, and five most frequently detected compounds were PFOA, PFHxS, PFHxA, PFOS and PFBS. PFOA (15 pg/L) and PFOS (25-45 pg/L) were
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occasionally found in the Southern Ocean. In the Atlantic Ocean, the ZPFASs concentration decreased from 2007 to 2010. The elevated PFOA level that resulted from melting snow and ice in Greenland Sea implies that the Arctic may have been driven by climate change and turned to be a source of PFASs for the marine ecosystem. The PFOA and PFOS distributions in the Southern Ocean were different from those in the Greenland Sea, but the marine current transport is still considered to be more important than atmospheric transport.
Joerss et al. (2020) investigated the spatial distribution of 29 PFASs in seawater was investigated along a sampling transect from Europe to the Arctic and two transects within Fram Strait, located between Greenland and Svalbard, in the summer of 2018. The replacement compound for PFOA, HFPO-DA, was detected in Arctic seawater for the first time. This provides evidence for its long-range transport to remote areas. The total PFAS concentration was significantly enriched in the cold, low-salinity surface water exiting the Arctic compared to warmer, higher-salinity water from the North Atlantic entering the Arctic (260 20 pg/L versus 190 10 pg/L). The higher ratio of PFHpA to PFNA in outflowing water from the Arctic suggests a higher contribution of atmospheric sources compared to ocean circulation. An east-west cross section of the Fram Strait, which included seven depth profiles, revealed higher PFAS concentrations in the surface water layer than in intermediate waters and a negligible intrusion into deep waters (>1000 m). Mass transport estimates indicated a net inflow of PFASs with 8 perfluorinated carbons via the boundary currents and a net outflow of shorter-chain homologues. The authors hypothesize that this reflects higher contributions from atmospheric sources to the Arctic outflow and a higher retention of the long-chain compounds in melting snow and ice representing potential local release sources of PFASs in remote areas such as the Arctic.
A recent study by Yamazaki et al. (2021) simultaneously measured atmospheric and seawater samples in the Taiwan Western Strait, western Arctic Ocean, and the Antarctic Ocean. Mean concentration of Zi2PFAS in surface seawater and atmospheric samples were 1178 pg/L and 24 pg/m3 in the Taiwan Western Strait, 430 pg/L and 6 pg/m3 in the western Arctic Ocean, and 456 pg/L and 3 pg/m3 in the Antarctic Ocean. In oceanic air from the Taiwan Western Strait, FTOH and the ionic PFASs like PFSA and PFCA were found in 76% and 7% respectively. Regional comparison of air/water exchange (KAw) and gas-particle (Kr) partition coefficients of PFASs in the oceanic environment indicated potential partitioning of ionic PFASs between surface seawater and oceanic air.
Ahrens et al. 2009 measured PFASs in surface water from the Atlantic Ocean along the longitudinal gradient from Las Palmas (Spain) to St. Johns (Canada) and along the latitudinal gradient from the Bay of Biscay to the South Atlantic Ocean (46 N to 26 S) in spring and fall 2007, respectively. No PFASs were detected in the particulate phase. Results indicate that trans-Atlantic Ocean currents caused decreasing concentration gradient from the Bay of Biscay to the South Atlantic Ocean and the concentration drop-off close to the Labrador Sea in the Arctic. Maximum concentrations were found for FOSA, PFOS, and PFOA at 302, 291, and 229 pg L-1, respectively.
Several studies have investigated environmental processes that impact the distribution of PFASs although they have largely focused on highly contaminated zones with sampling areas that are in-land or coastal. The distribution of PFASs in the open ocean environment has not been well-characterized likely due to the challenge in quantitative analysis in a relatively clean ecosystem with low contamination level (Yamazaki et al., 2021). The first report of PFOS and PFOA in the pristine environment of 4400 m deep open ocean water collected from the
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Central Pacific Ocean in 2003 (Yamashita et al., 2004) was presented in a twenty-year global monitoring survey of PFASs in open ocean. This study introduced new key concepts related to oceanic PFASs distribution: global circulation of PFASs via the open oceanwater current, accidental terrestrial discharge of PFASs to the ocean caused by the 2011 Tohoku earthquake and tsunami (Yamazaki et al., 2015), and potential transportation of PFASs from the east China Sea to the Japan Sea (Yamazaki et al., 2019).
Yeung et al. (2017) determined C6-C12 PFCAs and C4-C10-PFAAs, MeFOSAA, EtFOSAA, and FOSA in the Arctic Ocean including deep ocean and shelf waters. PFASs were generally only detectable above 150 m depth in the polar mixed layer (PML). Vertical profiles at 4 locations (Amundsen Basin and Nansen Basin) showed that PFOA and PFOS were the predominant PFASs, averaging 50 and 47 pg/L, respectively. PFBS (40 pg/L), PFNA (39 pg/L), PFHxA (37 pg/L) and PFHpA (35 pg/L) were widely detectable. Concentrations of PFASs in Alaskan continental shelf waters were similar to the ocean with PFOA predominating in almost all samples (detection frequency: 100%; mean 44 ng/L, median 42 ng/L); Figure 48.
Barrow Strait
pg/L
500 450 400 350 300 250 200 150 100 50 -
0 -
ventfjorden/Isfjorden
Figure 48. Average concentrations (pg/L) of C6--Cio PFCAs in Arctic seawater based on 9 in studies reviewed by Muir et al. 2019.
More recent measurements of PFCAs show that PFBA and PFPeA are the major PFASs in seawater at Barrow Strait in the central Canadian Arctic Archipelago (Muir, 2015a) and in Chukchi Sea waters (Cai et al., 2012) with concentrations 2- to 3-fold higher than PFOA. PFAS concentrations were generally higher in Greenland coastal waters than in open ocean measurements in the northern North Atlantic analyzed in the same studies (Muir, 2015a, Busch et al., 2010, Zhao et al., 2012). This may reflect the influence of freshwater inputs to these nearshore waters, as well as to sampling during the period of ice melt.
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10.6.3. Freshwater
Studies on PFASs in water and sediments from Arctic freshwater environments are very limited. As of 2015, results for water and sediment samples were available for the Canadian Arctic, Faroe Islands, and Norway (Svalbard) and are summarized in the Supplement Table provided by Muir et al. 2019.
Lake PFAS concentrations measured by Stock et al. (2007) were generally consistent with ratios observed in Arctic glacial ice caps by Young et al. (2007) and in precipitation from rural and remote sites in North America (Scott et al., 2006), suggestive of a common atmospheric source. A publication (Lescord et al., 2015) compared PFAS concentrations in Resolute and Meretta Lakes, which had shown to be contaminated with high levels of PFOS, with other lakes near Resolute Bay (Stock et al. (2007)). Other PFASs were identified in Resolute and Meretta Lakes including PFECHS and fluorotelomer sulfonates (FTS) (4:2-, 6:2-, and 8:2 FTS).
10.6.4. Snow and ice
The geographical coverage for PFASs in snow or wet precipitation in the Arctic is very limited, with data available for northern Sweden, northern Norway, the Canadian Arctic islands, Svalbard and from ice/snow in the Beaufort Sea. Due to their physical-chemical properties, deposited PFSAs and PFCAs accumulate during winter instead of volatilizing back to the atmosphere, and the accumulated PFASs are delivered to the receiving marine systems (from snow on top of sea ice and terrestrial catchment areas) and terrestrial systems (from the snow pack) when the snow/ice melts (Amap, 2014, Bertrand et al., 2014). Snowfall at mild temperatures can lead to a significant contribution of PFASs to the snowpack, where it accumulates through winter to be released to the surrounding environment at snow melt as discussed by (Muir et al., 2019).
Cai et al. (2012) determined PFASs in three sea ice core and snow samples (77-87N) collected from North Pacific to the Arctic Ocean during 2010. Geographically, the average concentration of PFC in surface water samples were 560 170 pg LI- for the Northwest Pacific Ocean, 500 170 pg L-1- for the Arctic Ocean, and 340 130 pg L-1- for the Bering Sea, respectively. The perfluoroalkyl carboxylates (PFCAs) were the dominant PFC class in the water samples, however, the spatial pattern of PFCs varied. The C5, C7 and C8 PFCAs (i.e., PFPA, PFHpA, and PFOA) were the dominant PFCs in the Northwest Pacific Ocean while in the Bering Sea the PFPA dominated. The changing in the pattern and concentrations in Pacific Ocean indicate that the PFCs in surface water were influenced by sources from the East-Asian (such as Japan and China) and North American coast, and dilution effect during their transport to the Arctic. The presence of PFCs in the snow and ice core samples indicates an atmospheric deposition of PFCs in the Arctic. The elevated PFC concentration in the Arctic Ocean shows that the ice melting had an impact on the PFC levels and distribution. In addition, the C4 and C5 PFCAs (i.e., PFBA, PFPA) became the dominant PFCs in the Arctic Ocean indicating that PFBA is a marker for sea ice melting as the source of exposure.
Kwok et al. (2013) investigated PFAS concentrations in ice cores, surface snow and water samples collected from glaciers and downstream coastal areas of Svalbard. PFBA, PFOA, and PFNA were the predominant compounds found in ice-core samples. PFOA was the main PFASs detected in surface snow, while PFBA and perfluoropentanoate (PFPeA) were mainly found in surface water samples from glacial meltwater. MacInnis et al. (2019) determined
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concentrations and loads (ng/m2) of PFASs in integrated snowpack samples from the catchment and ice surface of Lake Hazen by sampling in May/June 2013 and 2014. PFBA was the dominant PFASs, with concentrations averaging 2700 3227 pg/L.
Concentrations of PFSAs in Devon Ice cap snow were generally much lower than PFCAs, with PFBS predominating (54-226 pg/L). MacInnis et al. 2017 also reported perfluoro-4ethylcyclohexane sulfonate (PFECHS) in Devon Ice cap snow (<0.3-20 pg/L). This was the first report confirming atmospheric deposition of this PFASs in the Arctic. It is reported to be used in aircraft hydraulic fluids.
Veillette et al. (2012) reported 6- to 15-fold lower concentrations of PFHpA, PFOA and PFNA in snow from the Lake A catchment (collected in 2008) near the north coast of Ellesmere Island than inland at Lake Hazen. Pickard et al. (2020) report multidecadal depositional fluxes for TFA, PFPrA, and PFBA from two Arctic ice cores. Fluxes of all three PFCAs increased starting around 1990, particularly of TFA.
Generally, little is known about how PFASs enter the Arctic and Antarctic marine system and cycle between seawater and sea ice compartments. Garnett et al. (2021b) investigated sea ice, snow, melt ponds, and near-surface seawater at two ice-covered Arctic stations located north of the Barents Sea (81 N) with the aim of evaluate PFAA dynamics in the lateseason ice pack. Sea ice showed high concentrations of PFAA particularly at the surface with snow-ice (the uppermost sea ice layer strongly influenced by snow) comprising 26-62% of the total PFAA burden. Low salinities (<2.5 ppt) and low 518OH20 values (<1/00 in snow and upper ice layers) in sea ice revealed the strong influence of meteoric water on sea ice, thus indicating a significant atmospheric source of PFAA with subsequent transfer down the sea ice column in meltwater. Importantly, the under-ice seawater (0.5 m depth) displayed some of the highest concentrations notably for the long-chain PFAA (e.g., PFOA 928 617 pg L-1), which were .--;3-fold higher than those of deeper water (5 m depth) and .--;2-fold higher than those recently measured in surface waters of the North Sea influenced by industrial inputs of PFAAs.
Similarly, Garnett et al. (2021a) recently showed that PFASs are incorporated into bulk sea ice during ice formation and individual PFASs(Garnett et al., 2021a) concentrations in bulk sea ice were linearly related to salinity. Long-chain PFASs (C8-C12), were enriched in bulk ice up to 3-fold more than short-chain PFASs (C4-C7) and NaCI. This suggests that chemical partitioning of PFASs between the different phases of sea ice also plays a role in their uptake during its formation. During sea ice melt, initial meltwater fractions were highly saline and predominantly contained short-chain PFASs, whereas the later, fresher meltwater fractions predominantly contained long-chain PFASs. This has direct implications for PFAS releases, distribution and long-range transport particularly facing global warming.
Xie et al. (2020) determined 16 PFASs in surface snow samples from Antarctica collected in summer 2016. PFOA (mean: 358 71 pg/L) was the dominant compound of PFASs, and following by PFHxA (mean: 222 97 pg/L), PFHpA (183 60 pg/L) and PFPeA, (mean: 175 105 pg/L). HFPO-DA (mean: 9.2 2.6 pg/L) was determined in the Antarctic for the first time. Significantly positive correlations were observed between HFPO-DA and the shortchain PFASs, implying they have similar emission sources and long-range transport potential. Nevertheless, the exchange processes among different environmental matrices may drive the long-range transport and redistribution of the legacy and emerging Organic contaminants from coast to inland in the Antarctic.
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10.6.5. Biota
PFASs are important environmental contaminants globally shown to be ubiquitous contaminants in Arctic and Antarctic wildlife since the early 2000s (Butt et al., 2010, Letcher et al., 2010, Llorca et al., 2012b, Muir et al., 2019). Previous reviews have covered studies on levels and trends of PFASs in the Arctic that were available till 2009 (Butt et al. 2010, Letcher et al. 2010). There are currently fewer data available for the terrestrial environment than for the freshwater and marine environments. The review by Muir et al. (2019) focussing on literature on PFASs in the Arctic including their precursors published between 2009 and 2018, revealed that an extensive dataset exists for long-term trends of long-chain PFCAs that have been reported in Arctic biota with some datasets including archived samples from the 1970s and 1980s.
PFAS concentrations in terrestrial animals are summarized in the supplement table provided by Muir et al. 2019. Muller et al. (2011a) measured PFASs in liver and muscle of caribou (Rangifer tarandus) from northern Yukon and NWT-western Nunavut as part of a terrestrial food web study. Highest PFAS liver concentrations were found for PFNA (2.2 0.2and 3.2 0.4 ng/g ww, respectively) followed by PFDA (1.9 0.1 and 2.2 0.2 ng/g ww, respectively) and PFUnDA (1.7 0.1 and 3.2 0.2 ng/g ww, respectively). PFOS was the PFASs with the highest concentration (1.42 ng/g ww) in reindeer liver from southern Greenland followed by PFNA (0.84 ng/g ww) and PFUnDA (0.45 ng/g ww) (Bossi et al., 2015). Liver samples from Arctic fox (Vulpes Lagopus) from Svalbard had the same PFAS distribution pattern as the Norwegian moose, except that PFTrDA was present at similar levels to PFUnDA (Aas et al., 2014). (Routti et al., 2017) determined PFASs in livers of arctic foxes from Svalbard collected over the period 1997-2014. PFAS patterns are in agreement with previous studies on arctic foxes showing that PFOS is the dominant PFASs followed by odd chain length PFCAs. Precursors to PFCAs such as 6:2 and 8:2 FTSAs (33% and 13% detection frequency, respectively) were also detected in these foxes. Bossi et al. (2015) reported PFASs concentrations in liver samples from terrestrial biota (birds and mammals) from Greenland. Samples from ptarmigan (Lagopus muta; western Greenland), reindeer (southwestern Greenland) and muskox (Ovibos moschatus; eastern Greenland) were analyzed. PFAS concentrations in ptarmigan were mostly below detection limits but PFNA was detected in all samples analysed. PFNA, PFDA, PFUnDA and PFDoDA were detected in all samples.
A large number of measurements have been made on PFASs in freshwater fish, particularly in the Canadian Arctic and Norway, and recently in Greenland and the Faroe Islands (Bossi et al., 2015, Lescord et al., 2015). Detailed results for PFCAs are provided by Muir et al. (2019) in Table S5. The long-chained (C9-C12) PFCAs predominate in freshwater fish, however the pattern differs in European Arctic compared with Greenland and Canada. This may be due in part to use of fish liver in Greenland, the Faroes and Svalbard versus fish muscle in Canada (Muir et al. 2019).
There are few recent studies on PFASs in Arctic marine fish species. Earlier work on marine fish was based mainly on food web studies and was reviewed by (Butt et al., 2010). PFAS concentrations were below detection limits in fish from West Greenland, Iceland and the Faroe Islands. (Braune et al., 2014a) determined C6-C15- PFCAs and PFBS, and PFHxS in forage fish from Coats Island (northern Hudson Bay, Nunavut). PFUnDA and PFTrDA were the most prominent PFCAs, with concentrations (whole fish) of <0.1-0.68 ng/g ww. Arctic
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cod had the highest concentrations of ZC6-C15-PFCAs (1.45, range 1.0-2.1ng/g ww) followed by sculpins (1.40, range 1.0-1.7 ng/g ww).
Data on less reported and new emerging PFASs in ringed seals have been reported by Rotander et al. (2012), (Muir, 2015b) and (Gebbink et al., 2016b) and are summarized in Figure 49 (published in Muir et al. 2019) and in Table S7 of Muir et al. 2019.
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There is more information available about PFASs in polar bears from sub-populations in East Greenland and in southern and western Hudson Bay in Canada compared to the Norwegian Arctic (Svalbard) although a few studies have been published from Svalbard area during the last years. One recent study investigated levels of PFASs in plasma from Svalbard polar bears (Herzke, 2013). PFOS was the predominant PFASs (205 ng/mL plasma), followed by the longer odd-chained PFCAs; PFNA and PFUnDA at 37.6 and 25.5 ng/mL, respectively. Low ng/g concentrations of C4 perfluorobutane sulfonamide (FBSA) were reported for the first time in polar bear liver FBSA was detectable at a frequency of 12% in livers of western Hudson Bay bears, but totally non-detectable in liver of southern Hudson Bay bears (Letcher et al., 2014). This was the first detection of FBSA, a precursor of PFBS, in an Arctic biota sample. PFBS was also detectable (frequency 53-54%) in the Hudson Bay polar bear liver samples.
Liu (2018) detected 3 new classes of PFSAs in pooled polar bear liver plasma from Western Hudson Bay and the Southern Beaufort Sea populations using a nontarget high resolution mass spectrometry method. Class I were cyclic or unsaturated PFSAs indicating a ring or double-bond in the core structures. Class 2 had unique [C2F5O]- ions and were
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characterized by the simultaneous detection of PFSA-specific ions (e.g. [SO3]- and [SO3F]-. Class 3 included unsaturated ether-, cyclic ether-, or carbonyl-PFSAs. Class 4 consisted of x:2 chlorine-substituted perfluoroalkyl ether sulfonates including F-53B previously reported by (Gebbink et al., 2016b) in polar bear liver, the C6 and C7-homologs were also detected.
Trends in PFCAs in biota over time vary among the same species across the North American Arctic, East and West Greenland, and Svalbard. Most long-term time series show a decline from higher concentrations in the early 2000s. However there have been recent (post 2010) increasing trends of PFCAs in ringed seals in the Canadian Arctic, East Greenland polar bears and in arctic foxes in Svalbard. Annual biological sampling is helping to determine these relatively short-term changes. Rising levels of some PFCAs have been explained by continued emissions (Letcher et al., 2018) of long-chain PFCAs and/or their precursors and inflows to the Arctic Ocean, especially from the North Atlantic. While the effectiveness of biological sampling for temporal trends in long-chain PFCAs and PFSAs has been demonstrated, this does not apply to the C4-C8-PFCAs, FBSA, or PFBS which are generally present at low concentrations in biota.
Sun et al. (2019a) reconstructed the first long-term (1968-2015) spatiotemporal trends of PFASs using archived body feathers of white-tailed eagles (Haliaeetus albicilla) from the Arctic (West Greenland, n = 31), Norwegian (n = 66), and Central Swedish Baltic coasts (n = 50). Concentrations of FOSA and PFOS had started decreasing significantly since the mid1990s to 2000 in the Greenland and Norwegian subpopulations, consistent with the 3M phaseout, though in sharp contrast to overall increasing trends observed in the Swedish subpopulation. PFCA concentrations significantly increased in all three subpopulations throughout the study periods. These temporal trends suggest on-going input of PFOS in the Baltic and of PFCAs in all three regions. PFOS dominated the PFAS profiles in the Swedish and Norwegian subpopulations, in contrast to the domination of FOSA and IPFCAs in the Greenland one.
Although C13-C15-PFCAs had been reported previously in Arctic marine biota, particularly in seabirds additional measurements have shown that these compounds are present in most top predators. Early studies on spatial and temporal trends of PFASs in Arctic marine mammals were reviewed by Butt et al. (2010) and recently temporal trends of PFOS in marine biota have been included in the AMAP temporal trend assessments.
Butt et al. 2010 previously reviewed spatial and temporal trends of PFSAs in seabirds and therefore only reports published after 2009 are considered here. More recent work has involved analyses of seabird liver or eggs from Norway, the Faroe Islands, and Greenland, as well as Nunavut, and is summarized in Table S7 of Muir et al. 2019 and plotted in Figure 50 for 6 bird species.
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Figure 50. Concentrations and patterns of C6-C16-PFCAs in liver of common eider (Sklinna, Rost, Norway), herring gull and shag (Sklinna, Rost, Norway), thick-billed murre and northern fulmar (Prince Leopold Island, Lancaster Sound, Nunavut) and in plasma of black-legged kittiwakes (Kongsfjorden, Svalbard). Results from Norway are from (Huber et al., 2015, Tartu et al., 2014) and for Nunavut from Braune et al. (Braune et al., 2014b)
Although C13-C15-PFCAs had been reported previously in Arctic marine biota, particularly in seabirds additional measurements have shown that these compounds are present in most top predators. Early studies on spatial and temporal trends of PFASs in Arctic marine mammals were reviewed by Butt et al. (2010) and recently temporal trends of PFOS in marine biota have been included in the AMAP temporal trend assessments.
By ynow, PFASs are also found in several biota species living in Antartcica. For instance, Bengtson Nash et al. (2010) analysed a range of Antarctic, sub-Antarctic and Antarcticmigratory biota for key ionic PFASs in order to investigate the extent to which PFASs have permeated the Southern Ocean/Antarctic food web to date. Analytical findings, together with previous reports, revealed only the occasional occurrence of PFCs in migratory biota and vertebrate predators with foraging ranges extending into or north of the Antarctic Circumpolar Current. However, study period was more than 10 years. The authors found that geographical contamination patterns observed correspond most strongly with those expected from delivery
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via hydrospheric transport as governed by the unique oceanographic features of the Southern Ocean. This suggest that hydrospheric transport will form a slow, but primary, input pathway of PFCs to the Antarctic region.
Routti et al. (2015) report for the first time detectible concentrations of PFASs in an endemic Antarctic marine mammal species. PFASs concentrations of 18 PFASs were determined in blood plasma of adult lactating Weddell seals (Leptonychotes weddellii, n = 10) from McMurdo Sound, Antarctica. PFUnDA was detected in all samples at concentrations ranging from 0.08 to 0.23 ng/ml. PFOS, PFHxA and PFTriDA were sporadically detected, while the remaining compounds were below the limit of detection. The authors suggest that PFASs have been subjected to long-range atmospheric transportation and/or derive from a local source. A review of these and published data indicate that PFCAs dominate in biotic PFAS patterns in species feeding south of the Antarctic Circumpolar. Current, whereas PFOS was the major PFASs detected in species feeding predominantly north of the current. The influence of longrange transport of PFASs to Antarctica has recently been debated, since PFASs have mostly been detected in sub-Antarctic or migratory Antarctic biota including white-chinned petrels (Procellaria aequinoctialis), South polar skua (Stercorarius maccormicki), Southern elephant seals (Mirounga leonine) and Antarctic fur seals (Arctocephalus gazella) but only in few resident Antarctic species such as Adelie and Gentoo penguins (Pygoscelis adeliae and Pygoscelis papua) (Tao et al., 2006, Schiavone et al., 2009, Bengtson Nash et al., 2010). Furthermore, few detections of PFASs were reported in eggs and muscle tissue of Gentoo and Adelie penguins (Schiavone et al. 2009). South of the Polar Front (49-65S depending on longitude (Orsi et al., 1995) demarks the southern reach of subantarctic waters, and the northward and circumpolar movement of surface and subsurface waters further south in the Southern Ocean provides a barrier that protects organisms that feed further south, such as Weddell seals (Routti et al., 2015). Only trace levels of mainly PFOS (5-51 pg/L) and PFOA (13-15 pg/L) as well as lesser amounts of PFBS (2.9 pg/L) and PFDoDA (1.1 pg/L) have been detected in Antarctic offshore sea water samples (Zhao et al., 2012, Wei et al., 2007, Ahrens et al., 2010). However, in addition to direct exposure, PFUnDA in Antarctic and Arctic biota may originate from long-range atmospheric transport of fluorotelomer alcohols (FTOHs) and their subsequent degradation to PFCAs, i.e., indirect exposure (Routti et al.,2015). FTOHs are the dominant group of volatile fluorinated chemicals in the Antarctic atmosphere (Del Vento et al., 2012) and their atmospheric oxidation is likely an important source of PFCA pollution in polar regions (Ellis et al., 2004). PFUnDA, is one of the degradation products of 10:2 FTOH, which is the dominant FTOH, together with 8:2 FTOH, detectable in Antarctic air masses (Del Vento et al., 2012, Dreyer et al., 2009). Although atmospheric formation of PFCAs from FTOHs is relatively low under polar environmental conditions (Wania, 2007), post-depositional transformation of FTOHs into PFCAs may also occur on the snow surface (Taniyasu et al., 2013) as well as via metabolic degradation in organisms (Butt et al., 2014).
Gao et al. (2020) recently investigated the occurrence of PFASs in an Antarctic ecosystem (sediment, algae, and biota samples) in the Fildes Peninsula at King George and Ardley Island. The profiles, spatial distribution, and trophic transfer behavior of PFASs were studied. 1PFASs ranged from 0.50 38.0 ng/g dw (dry weight) in algae to 4.97 1.17 ng/g dw in Neogastropoda (Ngas), which was lower than those in the low- and mid-latitude regions and even Arctic regions. PFBA was predominant with detection frequencies above 50% in all types of samples, and the relative contribution of PFBA ranged from 22% to 57% in the biota samples.
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Llorca et al. (2012b) investigated 18 PFASs in biota and environmental samples (fish, soil, algae, guano and others) from the Antarctica and Tierra de Fuego, collected in 2010. The concentrations of PFASs ranged from 0.10 to 240 ng/g for most of the samples except for penguin dung, which presented levels between 95 and 603 ng/g for PFOA. The authors concluded that detection is related to the transport, deposition, biodegradation and bioaccumulation patterns of PFASs. Further research is also needed to clarify the relative importance of hydrological and atmospheric long-range transport as opposed to local pollution in determining PFAS concentrations in the tissues of Antarctic biota.
10.6.6. Screening of PFASs in Nordic countries and the Arctic
With a screening approach it is possible to consider environmental issues on an early stage and such studies should be considered as a first step rather than a comprehensive assessment. Results from a screening study can be used to determine the level of details needed of further environmental studies and direct efforts towards potential risks (Karrnnan et al., 2019). A recent, thorough screening study conducted on behalf of the Nordic Screening group (www.nordicscreening.org) including Denmark, Greenland, Finland, Faroe Islands, Norway, Sweden describes the screening of an extensive list of conventional and emerging per-and polyfluoroalkyl substances (PFASs) in the Nordic environment. study covers in total ninety-nine (99) PFASs and analysis of extractable organic fluorine (EOF). The latter can provide the amount, but not identity, of organofluorine in the samples, which in turn can be used to assess the mass balance between known and unknown PFASs. The aim of the study was to compare PFAS levels between different Nordic locations and also the different PFAS profiles in different matrices from the biotic and abiotic environment. The screening study covered both previously studied PFASs, called "conventional" PFASs, and "novel" PFASs for which environmental data mostly is lacking. A total of ninety-nine (99) substances were analyzed, divided into the following categories:
1. Volatile PFASs (vPFASs) 2. Ultra-short-chain PFASs 3. Perfluoroalkyl carboxylic acids and sulfonic acids (PFCAs and PFAAs) 4. Precursor PFASs 5. Perfluoroalkyl phosphonic and phosphinic acids (PFPA/PFPiAs) 6. Novel PFASs
A total of 102 samples were analyzed in this study, including bird eggs, fish, marine mammals, terrestrial mammals, surface water, WWTP effluents and sludge, and air. Samples were collected by institutes from the participating countries and self-governing areas; Denmark, Faroe Islands, Finland, Greenland, Iceland, Norway, and Sweden. The majority of samples were collected in 2017. PFASs were analyzed using liquid-, supercritical fluid-, and gas chromatography coupled to mass spectrometry. EOF was analyzed using combustion ion chromatography. The PFASs profile in seabird eggs and marine mammals was dominated by the per-fluoroalkyl acids (PFAAs) that are perfluoroalkyl carboxylic acids (PFCAs) and perfluoroalkyl sulfonic acids (PFAAs), and mainly perfluorooctane sulfonic acid (PFOS) and long-chain PFCAs (>C8).
Precursor compounds contributed to the total PFASs in the present study and were frequently detected in many matrices. Several novel PFASs were detected in biota, water and air from Nordic and Arctic Countries in the present study showing the wide distribution and potential for long-range transport of precursors and PFASs.
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Biota: Reindeer (Rangifer tarandus) and freshwater fish livers from European perch (Perca fluviatilis), brown trout (Salmo trutta) and Arctic char (Salvelinus alpinus) also showed predominating PFCA and PFSA profiles with some minor contribution from PFCA precursor compounds. The total PFAS concentrations in the reindeer samples in descending order were 5.4 ng/g for Greenland, 3.3 ng/g for Sweden, 1.4 ng/g for Finland and 1.1 ng/g for Iceland. The brown bear sample (Ursus arctos) from Finland had a total PFAS concentration of 18.9 ng/g. Marine fish livers from Atlantic pollock (Pollachius pollachius), Greenland cod (Gadus ogac), Atlantic cod (Gadus morhua), European flounder(Platichthys flesus) and Atlantic herring (Clupea harengus), ranged from 10.6 ng/g to 18.2 ng/g. The average of total PFAS concentrations in the freshwater fish samples in descending order were 154 (74.7 - 302) ng/g for perch from Finland, 112 ng/g for perch from Norway, 35.4 (34.7 - 36.2) ng/g for trout and char from Faroe Islands, 24.5 (19.8 - 29.1) ng/g for perch from Denmark, 5.9 (0.30 11.47) ng/g for trout from Iceland, and 5.7 (5.2 - 6.2) ng/g for perch from Sweden.
Sludge: Sludge samples were dominated by PFCA precursors, on average accounting for 75% of all identified PFASs, and mainly contributed by different isomers of polyfluoro- alkyl phosphoric acid diesters (diPAPs). The PFASs in the sludge samples, in descending order, were 142 (136 - 149) ng/g for Denmark, 103 (67.8 - 180) ng/g for Sweden, 100 (74.9 126) ng/g for Finland, 75.2 (64.1 - 86.2) ng/g for Norway and 36.8 (34.9 - 38.8) ng/g for Faroe Islands Effluent samples contained a mix of PFAS classes including PFCAs, PFSAs, ultrashort PFASs (mainly perfluoropropionic acid, PFPrA) and PFCA precursors. The average total PFAS concentrations in the effluent samples were 113.3 ng/L for Sweden, 75.4 ng/L for Greenland, 55.4 ng/L for Iceland, 49.7 ng/L for Finland, 48.2 ng/L for Denmark, 44.0 ng/L for Norway and 34.2 ng/L for Faroe Islands.
Water: The PFASs in surface water mainly ranged between 1 and 10 ng/L, with one exception of 61 ng/L in Helsinki which could indicate strong influence from point source(s). PFCAs dominated the profile with the highest concentration for PFHxA followed by PFBA.
Air: Air was collected using glass fiber filters (GFF) and PUF/XAD-2/PUF and analysed for conventional PFASs and a suite of novel PFASs. Conventional PFASs detected in air included PFOA, PFBS, PFHxS, and PFOS. Novel PFASs such as 1,3-Bis(trifluoromethyl)-5-bromobenzene BTFBB, and PFECHS was frequently detected although their levels need to be further confirmed.
WWTP: PFECHS was detected in fish liver, marine mammal liver, and also in surface water and WWTP effluent. The target analysis of PFASs could explain between 2% and 102% of the measured EOF. The average explanation degree for detected samples was 8% for surface water, 9% for WWTP sludge, 11% for WWTP effluents, 18% for reindeer, 26% for fresh water fish, 28% for bear, 37% for marine mammals, 42% for marine fish and 68% for bird eggs.
10.6.7. Conclusion
Monitoring studies clearly demonstrate that PFASs are transported over long distances via ocean currents, air, migrating animals and particle binding to the Arctic and Antarctica. Because of non-degradability, the movement of their carriers leads to global drift of PFASs over long distances from the point of release
While little information on PFASs in Antarctica is available, new data show a wider range of PFASs in the Arctic since 2009. Several novel PFASs were detected in biota, water and air
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from Nordic and Arctic countries showing the wide distribution and potential for long-range transport of precursors and PFASs. Precursor -PFASs contributed to the total PFASs detected in all environmental compartments of remote areas and were frequently detected in many matrices. PFASs new to the monitoring schemes detected include PFECHS (a cyclic analog of PFOS), FBSA (a precursor of PFBS), a series polyfluorinated ether sulfonates including the chlorinated PFOS related compound, 6:2-CI-PFAES, and cyclic or unsaturated PFSAs (review by Muir et al. 2019]. Concentrations of these new substances are not elevated relative to PFOS or most PFCAs, however, particularly in the case of 6:2-CI-PFAES and FBSA, they are replacement compounds for PFOS-related uses. Novel PFAS frequently detected in air were 1,3-Bis(trifluoromethyl)-5-bromo-benzene (BTFBB), and PFECHS although their levels need to be further confirmed. Within the Arctic, PFCAs dominated the profile in water with the highest concentration for PFHxA followed by PFBA. Conventional PFASs detected in Arctic air included PFOA, PFBS, PFHxS, and PFOS. The PFASs profile in Arctic and Antarctic seabird eggs and marine mammals is dominate by the PFAAs, i.e. PFCAs and PFSAs, and mainly PFOS, long-chain PFCAs (>C8). For the majority of PFASs no data transport pathways or point sources are available though and thus substantial uncertainties on the concern on the long-range transport potential remain.
10.7. Time trends
In marine predators from Europe, concentrations of PFOS and other PFSAs seem to level off in the early 2000s (Huber et al., 2012, Jouanneau et al., 2020, Pereira et al., 2021). Similar trends were observed in terrestrial species (Falk et al., 2019, Falk et al., 2012), whereas increasing PFOS (and PFCA) concentrations were reported for biota living in contaminated regions with slow water exchange such as the Baltic Sea (Sun et al., 2019b, Faxneld et al., 2016, Roos et al., 2013) . In compartments with high admixture (i.e. marine compartments with high water exchange), water bound PFASs such as PFOS dilute more rapidly whereas compartments with lower admixture (i.e. freshwater/brackish water) might obscure or delay declining trends of production phase-outs. This also became apparent in a time trends analysis of Baltic cod from Gotland, Sweden, where PFOS as well as long-chain PFCAs (except for PFOA) concentrations increased between 1981 and 2013 (Schultes et al., 2020a). Increasing PFCA trends were furthermore reported in harbour porpoise (Phocoena phocoena) liver (19912008) from the Baltic and North Sea (Huber et al., 2012). When considering the overall PFASs trends in biota from North America, Europe and Arctic, a comprehensive review by Land et al. (2018)) revealed no clear trend for PFSAs including PFOS, its precursor FOSA, and PFHxS, whereas PFDS tended towards increasing trends in mammals and decreasing trends in fish. Similar to PFSAs, PFHpA and PFOA did not show clear trend, whereas longer chained PFCAs (PFNA, PFDA, PFUnDA,PFDoDA, PFTrDA and PFTeDA) showed increasing or insignificant temporal trends. In summary, the results indicate that phase-outs did not result in declining trends in biota on a global scale yet, likely attributable to the high persistence of the conventionally target and detected PFASs.
Land et al. (2018)) also investigated temporal trends of PFASs in abiotic matrices on a global scale. For example, PFOS and PFOA showed declining trends in surface waters, whereas most studies on sediment cores reported increasing concentrations. Furthermore, PFOA also showed declining trends in various consumer products, whereas concentration in food contact paper increased. Other PFCAs such as PFHpA, PFNA, PFDA and PFUnDA showed declining trends in various products as well, whereas no clear trend was apparent for PFCAs other than PFOA in most surface waters. This pattern was suggested to be related to a high number of coastal water samples that are more likely to be impacted by point pollution. For snow cores from Italy (1991-2006), Land et al. (2018)) identified a significant change point (2004), with
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PFNA, PFDA, PFUnDA showing increasing trends before and PFNA, PFDA showing declining trends after the change point. Significant change points were also observed for sediment cores from China and Canada but no significant trends were observed before or after (Land et al., 2018). Land et al. (2018)) concluded that PFOS and PFOA restriction resulted in decreasing concentrations especially in surface waters with high water exchange, whereas remote areas might have a delayed response to regulatory measures. A recent review by Muir and Miaz (2021)) compiled data on global temporal trends of PFASs in surface waters and reported that C4-C10 PFSAs and C4-C12 PFCAs were most commonly investigated (83%). The North Sea and Baltic Sea showed higher PFSA and PFCA concentrations compared to other coastal regions and significantly declining trends ZC7-C12 PFCAs for only observed during recent years (2015-2017) (Muir and Miaz (2021)). For the Mediterranean Sea, PFOA and PFOS showed significantly declining trends between 2012-2018 (Muir and Miaz, 2021). In Germany, levels of commonly targeted PFASs in suspended particulate matter (SPM) from the main river systems showed declining trends between 2005-2019, whereas the decline was less pronounced when analysing previously non-extractable PFASs using the direct total oxidizable precursors (dTOP) assay (Figure 51, Gockener et al. (2022))). This was particularly true for PFCAs for which conventional target analysis overestimated the annual decline by a factor of 2.4 (vs. 1.6 for PFSAs, Figure 51). Furthermore, the results of Gockener et al. (2022)) indicated a shift to PFCA precursors of shorter-chain length over time, which demonstrates the need for analysing a broader set of PFASs for assessing time trends. Changes in PFCA profiles over time (1984-2013) were furthermore reported for sediment cores of the river Rh6ne (Lyon, France), where even numbered PFCAs were dominant until 2005, and odd chain PFCAs were dominant afterwards (2005-2013) (Mourier et al., 2019). Furthermore, the study of Mourier et al. (2019)) reported increasing ZPFASs concentrations in the 1990s, whereas concentrations decreased to a plateau during the 2000s.
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Figure 51. Time trends in percent per year in suspended particulate matter (20052019) sampled in the main German rivers and important tributaries (Danube, Elbe,
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Mulde, Rhine, Saale, Saar) taken from Gockener et al. (2022)). Samples were analysed by classical target analysis (red) and direct Total Oxidizable Precursor (dTOP) Assay (blue). Trend analysis took variations in river system and total organic carbon content into account. n.s = non-significant trend. The red circle indicates an outlier. It is important to mention that declining trends of PFAAs in Europe do not mean that concentrations in the environment have decreased. Some PFASs have the potential for longrange transport due to their chemical stability and persistence in various compartments. As a consequence, regulated/replaced PFASs that show declining trends in Europe are not disappearing on a global scale. For example, both PFCAs and PFSAs have shown to be transported to remote areas such as the Arctic where they are now ubiquitous contaminants (Muir et al., 2019). Especially, volatile PFAA precursors have the potential for long-range transport through atmospheric deposition, which results in increasing PFASs concentrations in the Arctic (Pickard et al., 2018, Muir et al., 2019). For PFOA and long-chain PFCAs, oceanic transport has shown to be most influential for contaminating the Arctic marine environment (Armitage et al., 2009b, Muir et al., 2019). In general, oceanic inflows seems to most influential for PFCAs and PFOS (Armitage et al., 2009a, Muir et al., 2019). However, atmospheric degradation of volatile precursors are important terrestrial PFAS sources in the Arctic and might contribute to oceanic inputs via e.g. melting of glaciers (Muir et al., 2019). As a consequence, oceanic transport but also atmospheric deposition and direct emission sources represent important pathways for contaminating the Arctic environment. For example, PFOS, PFHxS PFNA, PFDA and PFUnA showed increasing trends in polar bears (Ursus maritimus) from Greenland when considering a long time series (1984-2006) (Riget et al., 2013). However, when only considering more recent years (2006-2011), the majority of PFASs show declining trends with only PFOSA being significant (Riget et al., 2013). Similar to Riget et al. (2013)), Roos et al. (2021)) reported in Arctic porcupine caribou (Rangifer tarandus) a peak PFOS concentration in 2007 with declining trends in one Canadian and three Swedish populations. The majority of PFCAs furthermore showed decreasing trends in Canadian population between 2005-2016 (Roos et al. (2021)). A similar levelling-off of PFOS (and PFHxS) concentrations was observed after 2004 in ringed seals (Pusa hispida) from Svalbard but concentrations did not show a clear linear trend (Routti et al., 2016). In contrast, concentrations of PFCAs increased during the study period (1990-2010) but concentrations declined/stabilised when only considering more recent years (2004-2010) (Routti et al., 2016). Declining C6-C8 PFSAs trends after the 3M phase out were also reported for polar bears and Arctic foxes (Vulpes lagopus) from Svalbard but exposures remained stable since 2009 which was suggested to be related to atmospheric deposition of volatile PFSA precursors and oceanic transport from Europe and North America (Routti et al., 2017). The latter assumption is supported by the fact that the North Sea (as well as Baltic Sea) has comparably high PFSA and PFCA concentrations (Muir and Miaz, 2021). In contrast to the PFSA results, Cg-C13 PFCAs showed increasing trends in polar bears when considering the whole study period (19972014), whereas C12-C14 PFCA concentrations seemed to level-off when only considering recent years (2009-2014) (Routti et al., 2017). Taken together, time-series of Arctic biota samples which include the 1980s/1990s generally show increasing PFOS/PFSA trends but there seems to be a levelling off during the mid-2000s, which becomes apparent when trend analysis only considers more recent years. Similar results were obtained for PFCAs, but the decline of certain PFCAs seems to be delayed and weaker in biota compared to PFOS. For both PFSA and PFCA, ongoing emission from oceanic transport and atmospheric deposition of volatile precursors are suggested to cause ongoing emissions to the Arctic. These examples demonstrate the complexity of PFASs trend assessments even for conventional target analytes. A limitation of the trend analysis is that very limited information is available for the majority of PFASs (including precursors and replacement products), which calls for further
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the development and application of novel screening methods such as non-target screening and top assay in future.
However, not only trends for PFAAs are available, trends of volatile and mobile short-chain PFASs (i.e. trifluoroacetic acid (TFA)) are available as well, which show opposite results in Europe compared to the usually targeted PFAAs. TFA is produced between 100-1000 t/a and its entry into terrestrial environments in e.g. Germany was mainly associated with the timing of precipitation events (i.e. higher during summer) rather than the specific location (Freeling et al., 2020). The precipitation-weighted average concentration of TFA was 0.08 pg L-1- and 0.11 pg L-1- during 1995-1996 in Germany (Klein, 1997), whereas the concentration during 2018-2019 was 3 to 4 times higher (0.34 pg L-1-) (Freeling et al., 2020). These results indicate a substantial increase of wet-deposited TFA during the past two decades in the German environment. An even stronger increase was observed for urban landscape waters in Beijing, China, where TFA concentration showed a 17-fold increase between 2002-2012 (Zhai et al., 2015). However, an increase in TFA concentrations was not only observed in abiotic matrices from Germany but also in leaves of European beech (Fagus sylvatica) from four locations between 1989-2020 (Figure 52, Freeling and Scheurer (2021))).
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Similar results were obtained for leaves of Lombardy poplar (Populus nigra) between 19912020, which generally showed higher levels compared to European beech (Freeling and Scheurer, 2021). In coniferous shoots from the European spruce (Picea abies), TFA concentrations in 1992 were considerably lower (43 pg g-1) compared to those in 2020 (538 pg g-1). Similar results were observed in shoots from pines (Pinus sylvestris) (98 g g-1 in
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1992 and 453 g g-1- in 2019) (Freeling and Scheurer, 2021). Based on these results, the authors concluded that TFA concentrations continue to increase in Germany, which may result to an increased exposure to the wider environment including other biota (Freeling and Scheurer, 2021). However, trends of F-gases were not only available for central Europe, also remote areas in Svalbard reported increasing trends in air for the majority of the 13 investigated F-gases (NILU, 2021). The Zeppelin station in Svalbard represents a background site for global climate gas monitoring and is used to study the transport of polluted air episodes. The results demonstrate that four F-gases, namely hydrofluorocarbon (HFC)-125, HCF134a, HFC-152a, and hydrochlorofluorocarbon (HCFC)-141b, which showed increasing trends from 2001-2020 ranging between 0.4-5.19 ppt/year (see Figure 53 for HFC-134a, NILU (2021))).
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The other nine F-gases were analysed between 2010-2020 from which HFC-32, HFC-4310mee, HFC-143a, HFC-227ea, HFC-236fa, HFC-245fa, HFC365mfc, and HFC-23 showed increasing trends between 0.01-2-31 ppt/year. The only F-gas showing declining trends was HCFC-124 with -0.056 ppt/year between 2010-2020 (NILU, 2021). Taken together, the results available for F-gases demonstrate overall increasing concentrations in air, wetdeposition and plant leaves/shoots from central Europe and remote areas. These results demonstrate that currently applied risk management options are not sufficient to reduce Fgas contamination, which causes a wide-spread environmental contamination.
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10.8. Monitoring data on specific PFAS groups
In this section monitoring data are summarised for specific PFAS groups. The data presented are partially overlapping with the data referred to above, but provided to enhance the searchability per PFAS group.
10.8.1. SC-PFCAs, SC-PFSAs and C7-PFCA
SC-PFCAs and SC-PFSAs as well as C7 PFCA are found in surface water from the global oceans, (Ahrens et al., 2010b; Zhao et al., 2012, Kallenborn et al., 2004) as well as rivers (Ahrens et al., 2011b; Takemine et al., 2014) and lakes (Sun et al., 2011; Exner 2016), in effluent, effluent and sludge of WWTPs (Ahrens et al., 2009; Loos et al., 2013; Eriksson et al., 2017), landfill leachates (Busch et al., 2010), groundwater (Eschauzier et al., 2013), soil and sediment (Klif, 2010), tap water and raw water (Llorca et al., 2012a), snow of remote regions (Kirchgeorg et al., 2013), atmosphere (Jahnke et al., 2007), house dust and air (Shoeib et al., 2011).
SC-PFAAs and several precursors have also been detected in the various aquatic and terrestrial organisms from natural (e.g. Llorca et al., 2012b; Routti et al 2017) and rather exposed sites (Ahrens et al 2016; Gebbink et al., 2016; Lam et al., 2014; Lam et al., 2016). PFBS has been detected in deep Arctic waters, and oceans are likely to be the sink (Yamashita 2008).
Of the SC-PFASs, PFBS and PFBA are the dominating PFASs in river and/or sea water in several studies of European waters (Zhao et al. 2015; Moller et al. 2010; Eschauzier et al. 2010). The number of studies and measurements of PFBS in water and other environmental compartments is large. Arp and Slinde (2018) compiled a non-exhaustive list of monitoring data for PFBS in surface water, groundwater, drinking water, wastewater and leachate from landfill.
Concentrations of SC-PFAAs measured in surface water, groundwater and tap-water vary within a wide range in many cases the concentrations are at the low end, or even not detected. However, their ubiquity in water samples shows that they are highly mobile and well distributed in the freshwater environment, even apart from point sources (Ahrens et al., 2010b; Kirchgeorg et al., 2016).
As LC-PFAAs (e.g. PFOA and PFOS and their precursors) are substituted with shorter chain PFAAs (ECHA, 2014; UNEP, 2006), a decrease in environmental concentrations of the former has been observed to be accompanied by an increase in short-chain PFAAs (Shiwaku et al., 2016; Pan et al., 2018), which will very likely increase in the near future. Additionally, even if emissions would now stop, a large mass of fluorinated polymers which already can be expected to be present in the environment will likely act as a future emission source (Wang et al., 2014).
It has been shown for example by Boiteux et al. (2017) or Eriksson and Karrman (2015) that concentrations of PFHxA and its precursors correlate with each other. This further emphasises the importance of precursor substances and their distribution in the environment.
In the light of the high persistence of SC-PFAAs, their high mobility, low adsorption to organic carbon and the difficulty to remove them from water (section B.4.2.2), the concentration of SC-PFAAs will increase if emissions to the environment, also from degradation of precursors, continue.
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10.8.2. Cyclic PFAAs
Perfluoro-4-ethylcyclohexanesulfonate (PFECHS), is cyclic C8-PFSA that is added to aircraft hydraulic fluids as an erosion inhibitor (de Silva et al., 2011). It is not known whether PFECHS may has been used or is used in other applications. According to UNEP (2011), PFECHS has been phased out of production by the only known chemical manufacturer.
PFECHSs have been detected downstream of airports in Canada and China. In Canada, PFECHs, has been detected in water bodies and amphipods (30.63 ng/g ww), together with several linear PFCAs and PFSAs, close to Ontario airport (de Solla et al., 2012). Although the authors reported that there was no known spill event or publicly reported use of AFFF associated with a fire event at the airport, the airport is the most like major source of PFAAs.
PFECHS has been detected in the high Arctic lakes known to be locally contaminated by a small airport in samples from water (4.3 1.4 ng/L lake Meretta), sediment (0.07 ng/g in lake and 0,01 in lake Resolute), juvenile char whole body homogenates (0.80 0.86 ng/g ww in lake Char) and muscle (1.6 ng/g in north lake) , and benthic invertebrates (0.32 0.73 ng/g ww in Meretta and 0.29 0.50 ng/g ww in Resolute) (Lescord et al., 2015)
Several isomers of PFECHS and perfluoropropylcyclopentanesulfonate (PFPCPeS), have been detected, together with several other PFAAs, in all samples downstream Beijing international airport in China, but not upstream (Wang et al., 2016) PFECHS and PFPCPeS displayed a relatively low detection frequency in sediments (43 and 14% respectively), indicating lower hydrophobicity than linear homologues (PFOA). The lower hydrophobicity of linear PFASs in comparison to cyclic PFASs is underlined by the retention times on C18 columns, which is lower for PFECHS (11.7 min) than for L-PFOS (12.8 min).
PFECHS was detected coastal areas of Bohai Bay in China, with concentrations ranging from n.d. to 0.207 ng/L, with a detection frequency of 35% in water and n.d.-0.182 ng/L with a detection frequency of 50% in sediments (Liu et al., 2019). The sources of PFECHS were attributed to erosion inhibitor factories source based on a positive matrix factorization (PMF) model.
In a study conducted in 2010 by Silva et al., PFECHS was detected in all surface water samples from the Great Lakes 0.16-5.7 ng L-1) and in all in top predator fish from Lake Ontario and 3 from lake Huron (<MDL to 3.7 ng g-1 wet weight in whole body homogenate) (Silva et al., 2011). PFECHS has also been detected in tap water samples from 2 source locations from the Great Lakes (1.0 - 1.2 ng/L) (Kabore et al., 2018).
PFECHS, together with PFBS, C8 PFOS and PFDS, has also been detected on the Devon Ice Cap (MacInnis et al., 2017). The presence of PFAAs in the ice cap is attributed by the authors to atmospheric deposition due to the high altitude (Devon Ice Cap summit is 1800m above sea level), which source could be the direct emission due to leakage of the compound from aircraft during usage.
In a recent study PFECHS was detected in 86% of the Baltic Sea coastal water samples but it was below the detection limit in all samples from the German Bight and sediment samples (Joerss et al., 2019). In this study the concentration of PFCEHS showed a weak significant positive correlation to Br-PFOS (Pearson's r = 0.35, p = 0.022) and L-PFOS (Pearson's r = 0.49, r= 0.0011). A positive relationship could result from emissions of PFECHS present as an impurity in POSF-based products. However, PFECHS levels are in the same range as those of
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1PFOS, indicating that distinct emissions, for example from hydraulic fluids, can play a role as well.
PFECHS has been recently detected in polar bears, where it was quantifiable at 96% and 88% frequency in liver samples from bears for the Southern (SHB) and Western Hudson Bay (WHB) subpopulations respectively. The concentrations that ranged from 0.406-1.45 ng g-1 ww (SHB) and 0.090-0.296 ng g-1 ww (WHB) (Letcher et al., 2018). The concentration of PFOS in the liver was several orders of magnitude higher (794-1191 ng g--lww). This low levels could be explained by the lower historical use of PFECHs compared to linear PFAAs.
10.8.3. Ultra-short (C2-C3) PFCAs and PFSAs
PFAAs with 2 or 3 perfluroinated carbons and their precursors have not been usually included in monitoring studies on PFASs, which could be explained due to analytical limitations. The recent publication by Ateia et al., (2019) contains a non-exhaustive review of the monitoring data on the occurrence of PFAAs, including C2-C3 PFAAs in different water compartments.
Barzen-Hanson and Field (2015) were the first that reported the presence of perfluropropane sulfonic acid (PFPrS) and pefluoroethane sulfonic acid (PFEtS) in in five 3M AFFFs (each manufactured in 1989, 1998, and 2001 and two formulations from 1993). They also identified the presence of these compounds in all groundwater sample from 11 U.S. military bases (1 sample per base). PFEtS was quantified in 8 of the 11 samples above the limit of detection ( 0.80 ng/L) from 7.0 to 13 mg/L and comprised 0.22% of the PFSAs on average. PFPrS was quantified in all samples with concentrations of ranging from 120 to 270 mg/L, which comprised 3.5% of the PFSAs on average.
The presence of PFPrS and PFEtS in groundwater and surface water from various sites with suspected PFAS contamination was analysed by Ericson Jogsten and Yeung (2017). PFEtS was detected in all sites (n=26) above the method detection limit (0.06 ng//L) in a concentration range of 0.07 to 5 700 ng/L, while PFPrS was detected in 22 out of 26 samples with concentrations ranging from below the method detection limit (0.43 ng//L) up to 39 000 ng/L. The contribution of PFPrS varies in the samples from 0.4% to 17%. Concentrations of ultra-short-chain compounds were in the low ng/L range in a limited number of background samples included in the study.
Ultra-short-chain PFAAs were detected in all samples collected Sweden in connection with firefighting training sites, landfills, and a hazardous waste management facility at concentrations up to 84 000 ng/L aC1--C3), representing up to 69% of the concentration of 29 per- and polyfluoroalkyl substances (PFASs) (Bjornsdotter et al., 2019). These findings reveal the presence of high concentrations of ultra-short-chain PFAAs released into the environment from various sources and emphasize the large fraction of ultra-short-chain PFAAs to the total concentration of PFASs in water (Bjornsdotter et al., 2019).
The occurrence of ultra-short PFAAs (PFEtS, PFPrS and prefluoropropanoic acid PFPrA) in the Nordic environment was also investigated by Karrman et al., (2019). C2-C3 PFAAs were detected in all WWTP effluent (dissolved + particle pase) samples (n=14, average concentration 11.0 ng/L, range 1.4 - 48.2 ng/L) The ultra-short PFASs accounted for 6% of the total PFASs concentration in the samples from Finland, Sweden, Denmark, Norway, and Faroe Islands. In Greenland and Norway they were the most abundant class of PFASs with mean contribution of 39%. The ultra -short PFAAs were also present in 11 from the 13 surface water samples. C2-C3 PFAAs were not detected in any of the biota samples in the study. Ultra-short PFASs were not detected in any of the aquatic and terrestrial organisms included
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in the study. According to the authors, the data on ultra-short PFAAs should be considered as semiquantitative due to the challenges associated to the analysis.
PFEtS have been detected in tap water samples from China, Japan, Canada and the United States, being the most predominant PFASs in the tap water from Xiamen and Beijing (0.90 ng/L; Mac et al. 2000), while PFPrS was only detected in samples from one location in Japan.
Ultra-short PFASs (i.e., C2 and C3) accounted for over 40% of the detectable PFASs in the rain samples (n=2) collected in Toronto (Yeung et al. 2017).
10.8.4. PFPAs
PFPAs have been included only in a limited number of studies on occurrence of PFASs, where they have been detected at lower levels and detection frequencies than PFCAs and PFSAs (Wang et al., 2016; Xiao et al. 2017). PFPAs have been detected in surface water in Germany (Llorca et al., 2012); Netherlands (Esparza et al. 2011), Japan (Zushi et al., 2011), China (Jin et al., 2015) and Canada (D'eon et al., 2009; Sanchez et al., 2015). The lower concentrations and detection frequencies could be explained by a lower global historical use and releases of these substances compared to PFCAs and PFSAs (Wang et al., 2016).
10.8.5. PFECAs and PFECAs
HFPO-DA was found in surface waterbodies in Europe, including the marine environment (Heydebreck et al., 2015, Heydebreck, 2017; Pan et al., 2018), US (Sun et al., 2016; Van Poll, 2018) and China (Pan et al. 2017). HFPO-DA was also found in tap water in Netherlands (Gebbink et al., 2017; Brandsma et al., 2019).
ADONA was found only in the Rhine River but not in other surface waterbodies in Europe, US and China (Pan et al., 2018) and in plasma of German blood donors (Froome et al., 2017). It was not detected in water and biological samples (egg birds, fish and marine and terrestrial mammals) from the Nordic environment (Karrnnan et al., 2019).
Several PFCEAs (in addition to HPFOA-DA) have been detected in the Cape Fear River in US downstream a fluorochemical manufacturer plan (Strynar et al., 2015; Sun et al., 2016) where a sulfonated tetrafluoroethylene based fluoropolymer-copolymer was produced. Due to the lack of authentic standards, the concentration of these PFECAs could not be quantified. Based on the comparison of chromatographic peak areas Sun et al., (2016) determined that the dominant PFECA was perfluoro-2-methoxyacetic acid (PFMOAA), with a peak area --100 times that of HPFO-DA, followed by perfluoro-3,5-dioxahexanoic acid (PFO2HxA; peak area --25 times that of HPFO-DA) and perfluoro-3,5,7-trioxaoctanoic acid (PFO3OA; peak area --5 times that of HPFO-DA). Hopkins et al., (2018) estimated the added concentration of PFCAs in the Cape Fear River to be 40,000 ng/L with contributions from PFMOAA (CAS 674-13-5) PFO2HxA (CAS 39492-88-1) > PFO3OA (CAS 39492-89-2) --GenX > Nafion byproduct 2 (CAS 749836-20-2) > PFO4DA (CAS 39492-90-5). When the manufacturer began to capture process wastewater containing GenX, the sum concentration of targeted PFEAs in the river dropped sharply to an estimated concentration of approximately 4,200 ng/L.
Song et al. (2018) identified the presence in the Xiaoqing River, which receives water discharge from one of the major fluoropolymer manufacturing facilities in China 42 PFASs, including 3 HPFO oligomers (dimer acid, DA; trimer acid, TA and tetramer acid, TeA) and numerous tentatively detected isomers of C9 --C14 PFECAs. The water concentrations of HFPO-TrA (<LOQ-7.82x104ng/L) and HFPO-DA (<LOQ-9.35x103ng/L) were approximately
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1 and 2 orders of magnitude lower than the concentrations of PFOA. C4, C6, and C8 PFSAs and C8 CI-PFESA were also detected although the concentrations were 1-4 orders of magnitude lower than PFCAs and HFPO oligomers. HFPO-TeA was quantified for the first time in environmental samples with sediment concentrations ranging from < LOQ to 42.6 ng/g dw in 2014 and < LOQ to 363 ng/g in 2016.
China is the only known emission source of 6:2 CI-PFESA (major component of F-53B), where its ubiquitously present in the environment (Pan et al. 2018). In addition, 6:2 CI-PFESA has been detected in trace levels (median = 0.031 ng/L, range =0.010-0.38 ng/L) in surface water samples outside China, including UK, Sweden and Germany (Pan et al., 2018) and in 34 put of 34 samples in Greenland marine mammals (mean values of 0.0045 ng/g in ringed seal, 0.27 ng/g in polar bear and 0.023 ng/g in killer whale; Gebbink et al., 2016),. These data strongly suggest that 6:2 CI-PFESA can undergo long-range transport to the Artic and has the potential for global distribution. A non-exhaustive review of the environmental occurrence of fluoroalkyl ether substances, including F-53B (6:2 CI-PFAES) has been recently published by Munoz et al., (2019).
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GAO, Q., BLUM, K. M., GAGO-FERRERO, P., WIBERG, K., AHRENS, L. & ANDERSSON, P. L. 2019. Impact of on-site wastewater infiltration systems on organic contaminants in groundwater and recipient waters. Science of the Total Environment, 651, 16701679.
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HARRAD, S., WEMKEN, N., DRAGE, D. S., ABDALLAH, M. A. E. & COGGINS, A. M. 2019. Perfluoroalkyl Substances in Drinking Water, Indoor Air and Dust from Ireland: Implications for Human Exposure. Environmental Science and Technology.
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HUNTER ANDERSON, R., ADAMSON, D. T. & STROO, H. F. 2019. Partitioning of poly- and perfluoroalkyl substances from soil to groundwater within aqueous film-forming foam source zones. Journal of Contaminant Hydrology, 220, 59-65.
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ANNEX XV RESTRICTION REPORT - PFAS IN FIREFIGHTING FOAMS
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