sanborn head has met the standards and requirements of the
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“Sanborn Head has met the standards and requirements of the
Registered Continuing Education Program. Credit earned on
completion of this program will be reported to RCEP at RCEP.net.
A certificate of completion will be issued to each participant. As
such, it does not include content that may be deemed or
construed to be an approval or endorsement by the RCEP.”
COPYRIGHT MATERIALS
This educational activity is protected by U.S. and International copyright laws. Reproduction, distribution, display and use of the educational
activity without written permission of the presenter is prohibited.
©Sanborn, Head & Associates, Inc., 2020
Purpose and Learning Objectives
Participants will gain a better understanding of PFAS fate & transport, including air deposition transport, fate in saturated soil, and fate in groundwater. This course will discuss the complexities of PFAS fate and transport including considerations when investigating a site for PFAS contamination. This course will also review current technologies being used for PFAS treatment and remediation as well as experimental technologies and approaches currently in the research phase.
At the end of this presentation, you will be able to:1. Describe various sources of PFAS contamination.2. Explain variations in PFAS fate & transport as compared to better-studied
contaminants of concern.3. Explain the fate & transport considerations that should be part of PFAS
investigations.4. Describe ways in which PFAS-impacted media can be treated or
remedied.
PFAS Updates: PFAS Fate & Transport Characteristics and Remediation Alternatives
Stephen Zemba, Ph.D., P.E.Harrison Roakes, P.E.
PresentationOverview
PFAS Background/Introduction Atmospheric Deposition Fate and Transport Models Emissions Deposition to soil Soil as a source to groundwater
2
PFAS– AClassofChemicals
Fluorocarbon tail Strong bonds Hydrophobic Lipophobic Varying length Branched isomers
Functional group Strong to weak
acids Hydrophilic Effects chemical
properties
O
OH
F F F F F F FF
F F F FFF Fperfluorooctanoic acid
(PFOA)
Variations Chain length Fluorine saturation Precursors
Source: DraftToxicologicalProfileforPerfluoroalkyls, U.S. Department of Health and Human Services, 2018
> 4,700 identified ~ 30 quantified Focus on PFOA and PFOS
(8 C compounds)
ImportanceofDrinkingWaterExposureAverage PFOA Levels in Blood (µg/L)
PFOS: National average 4.3 µg/l Belmont, MI individual 3200 µg/l
https://www.health.ny.gov/environmental/investigations/hoosick/docs/qandabloodtestingshort.pdf
5
LifespanExposureofPFOAbasedonTransgenerationalToxicokineticModelforPFASCompounds
Goeden et al. (2018), J Expo Sci Environ Epidemiol. 29(2):183-195.
20.6 µg/L PFOAat 1 year
6.6 µg/L PFOAat 7 years
3.6 µg/L PFOAsteady state as adult
4.0 µg/L PFOAat time of delivery
3.6 µg/L PFOAsteady state as adult
4.0 µg/L PFOAat time of delivery
1.1 µg/L PFOAat one year
breastfeeding
Goeden etal. model used in MN and NH toestablish drinking water standards
Based on maximum target PFAS serum level Example for NH PFOA MCL of 12 ng/l
PFOSSurfaceWaterScreeningLevels
State
DrinkingWater
Std/Guideline(ng/l)
SurfaceWaterScreeningLevel
(ng/l)
MI 16 11
MN 15
6(lakes)
14(rivers)
FL 70 4(proposed)
Image courtesy of usda.gov
AtmosphericDepositionofContaminants
Wet and DryDeposition
Courtesy of NH Department of Environmental Services
DepositionFactors/Considerations
Particles and vapors Dry v.Wet Dry “Donut Hole”
8
PlumeImpaction
Drinking water wells up to ~20 miles from industrial source werecontaminated with PFOA through air deposition (WV & Ohio).
Source: S. Frisbee,West Virginia Univ.School of Medicine. 2008.
Courtesy of Gloria B. Post, NJDEP, June 5, 2013
PFASInvestigationNearManufacturingPlant
Industrial Source
*Detected in public water supply wells at up to 280 ng/L.
0 1 32Miles
*Public
610 ng/l
Industrial Site
Courtesy of Gloria B. Post, NJDEP, June 5, 2013
PFASAirborneTransportFoundNearNJFacility
PFOA– AirborneDepositionSite
Courtesy of NH Department of Environmental Services
Merrimack, NH – textilecoating operation
Most points representindividual monitoring wells
NH PFOA MCL (underchallenge) set at 12 ppt
Some impacts likely fromwater discharges at factoryand local landfill
Commingled impacts nearairport?
FormerFactory
RiverFlow
Elevated Terrain
Waste Disposal Area
Airport
EvidenceofGenX DepositioninNC
12
AtmosphericDepositionfromAqueousFireFightingFoamhttp://www.miljodirektoratet.no/old/klif/publikasjoner/2444/ta2444.pdf
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Mongstad Oil Refinery – Norway’s largest (230,000 bbl/d) Fire training initiated in 1988 Peak levels >10,000 ppb in soil found 52 m from source Pattern in soil suggests spray drift and deposition
Disclaimers Not based on any specific investigation No intent to be precise
Motivations/uses Gauge consistency of PFAS data within a conceptual site
model (CSM) Identify areas of refinement or exploration
14
PFASOrderofMagnitudeModels
HowMuchPFASinAirisNeededtoContaminateGroundwater?
Assume: PFAS deposits and mixes with precipitation Deposition velocity 3 cm/s 1 m annual precipitation depth
Find by mass balance: 1 ng/m3 in air produces 1,000 ng/l in water
Perspective: 70 – 170 ng/m3 detected in air near Dupont in WV Typical particulate matter concentrations are 5,000 – 10,000 ng/m3
15
WhatPFASEmissionRateProducesObservedAirLevels?
Ballpark Assumptions: PFAS in air at 10 ng/m3
Emission height ~ 30 m Class D/E stability Wind speed ~5 m/s Transport distance ~1,000 to 1,500 m
Guesstimate: Impact Cu/Q of 5.0×10-5 m-2 (Turner’s Workbook) Implied emission Q = 0.008 lb/hr = 70 lb/yr = 0.035 tons/year Significant emission threshold for particulate matter = 100 tons/year
16
PFASAirEmissionEstimates Chromium plating facilities Concentration 4.9 μg/m3 in vented exhaust corresponds to 1
lb/yr PFOS (1) Lake Calhoun, MN mass balance: 36 lb/yr (2,3)
Dupont plant in Washington, WV (3) > 10,000 lb/yr from 1978 through 2002 Peaked at 34,000 lb/yr (1999) = 17 tons/yr
Chemours Fayetteville NC plant NC DENR estimates 2,758 lb/yr GenX emissions in 2018 (4)
17
(1) NAVFAC TR-2243-ENV, March 2004(2) https://www.minneapolisparks.org/_asset/0jd11p/water_resources_report_2015.pdf (1.8×107 m3 and 4.2 yr residence)
https://www.pca.state.mn.us/sites/default/files/c-pfc1-02.pdf (average 108 ppt)(3) Paustenbach et al (2007), J Toxicol Environ Health 1:28-57(4) https://files.nc.gov/ncdeq/GenX/epa-comm-mtg/Abraczinskas-EPA-PFAS-Stakeholder-mtg-Aug14-2018.pdf
PFASModelingStudyExample
18
H.-M. Shin etal. (2012), Atmospheric Environment 51 (2012) 67-74
Soil PFAS levels in the 10’s of ppb (10,000’s ppt)
Air: 200 ng/m3
Soil: 11,000 ng/kgWater: 4,000 ng/l
Soil:TheCriticalPFASReservoir?
19
Atmospheric deposition
Accumulation/Depletion
Infiltration
Leaching
Soil
Groundwater
Direct exposure to PFAS in soil is generally not a “risk driver” EPA RSLs for PFOA & PFOS = 126
ppb; Background ~ 1 ppb However, ppb levels in soil can
supply ppt levels in groundwater for many years
PFASinsoilispotentiallyimportantforsourcecontrol
PFASinSoilNearanEmissionSourceEstimate0.015g/m2 PFOA/PFOSinsoilcolumnbasedon: 10 ng/g of PFOA/PFOS in soil Contaminated depth of 1 m Soil bulk density of 1,500 kg/m3
Estimatedepositionrateof0.009g/m2‐yrbasedon(previousexample): 10 ng/m3 PFOA/PFOS in air deposition velocity of 3 cm/s
20
< 2 years deposition
PFASBackgroundLevelsinVTSoils
1
10
100
1,000
10,000
PFHxA PFHpA PFOA PFNA PFDA PFUnDA PFBS PFHxS PFOS
Concen
tration (ng/kg or p
pt)
Analyte
Quartiles Maximum 95th Percentile Median Minimum Method Detection Limit
21https://anrweb.vt.gov/PubDocs/DEC/PFOA/Soil-Background/PFAS-Background-Vermont-Shallow-Soils-03-24-19.pdf
RegionalPFASDeposition
39,000lb/yr ofemissionsfor50yearsrequiredfor: Level of PFOA+PFOS = 1 µg/kg (VT soils) Land area of 1.5×106 miles (half of U.S.) 0.15 m (6 in) depth Soil bulk density of 1500 kg/m3
PFOAemissionsfromWVmanufacturingplantaloneaveraged14,000lb/yr (1)for50years
22(1) Paustenbach et al (2007), J Toxicol Environ Health 1:28-57
Summary&ConclusionsonModelingAllModelsareWrong,SomeareUseful
Order-of-magnitude models are possiblyinstructive/suggestive, but not conclusive Need to consider other factors Better and more complex models Proper input and diagnostic data for models Site-specific hydrology Leaching parameters Aquifer retardation factors
23
© Sanborn, Head & Associates, Inc.
Soil as a Source to Groundwater Fundamentals and background Leaching‐based screening values Anthropogenic background Screening approaches Treatment/remediation
The focus of this presentation is on PFOA and PFOS. PFAS, including precursors to PFOA and PFOS, have
widely ranging chemistries and properties.
1
© Sanborn, Head & Associates, Inc.
Soil is a key media for many releases2
Soil
Groundwater
© Sanborn, Head & Associates, Inc.
Soil is a key media for many releases3
Soil
Groundwater
Soil‐GW ratio
© Sanborn, Head & Associates, Inc.
Soil is a key media for many releases4
1. Anderson, Adamson, and Stroo. (2019). Journal of Contaminant Hydrology, 220 59‐65: https://doi.org/10.1016/j.jconhyd.2018.11.011
Soil
Groundwater
U.S. Air Force sites histogram of Soil‐GW Ratios1
324 AFFF sites Source‐zone soil and GW 8 orders of magnitude
variation
© Sanborn, Head & Associates, Inc.
PFOA Chemical Structure
Fluorocarbon tail Hydrophobic Lipophobic
5
Throughout the presentation, PFOA molecules are illustrated. These illustrations are not to scale, and numerous other details are not shown, including counterions, water molecules, and solids molecules.
Functional group Hydrophilic High solubility Low volatility
FF F F F
F F F F F F F
F FF
O
O(–)
AirWater
Ionic skeletal and 3D models
Branched isomer models
Surfactant
FF F F FF F F O
O(–)
F F FF F F F
© Sanborn, Head & Associates, Inc.
PFOA/PFOS Phase Partitioning6
1. Li, Oliver, and Kookana. (2018). Science of the Total Environment, 628‐629 110‐120: https://doi.org/10.1016/j.scitotenv.2018.01.167
Surfactant behavior
(at higher conc.)
Solid Liquid
Electrostatic interactions
Hydrophobic sorption
Li et al. (2018)1
Not just Kd = Koc × foc
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PFOA/PFOS Phase Partitioning7
1. Brusseau, Yan, Van Glubt, Wang, Chen, Lyu, Dungan, Carroll, Holguin. (2019). Water Research, 148 41‐50: https://doi.org/10.1016/j.watres.2018.10.0352. Guo, Zeng, and Brusseau. (2020). Water Resources Research, 57: https://doi.org/10.1029/2019WR026667
AirWater
AirLiquidLiquidAir
Brusseau et al. (2019)1 and Guo et al. (2020)2 >80% total retention Greater retention in sand vs. finer‐grains
Dr. Linda AbriolaSERDP/ESTCP air‐water and
NAPL‐water interface partitioning presentation:
https://www.youtube.com/user/SERDPESTCP
© Sanborn, Head & Associates, Inc.
Key Factors: Soil and water chem, e.g. Organic carbon Co‐contaminants pH & surface charge Major ions
PFOA/PFOS concentration Previous conditions
PFOA/PFOS Phase Partitioning8
For more information, see ITRC PFAS Technical and Regulatory Guidance Document:https://pfas‐1.itrcweb.org/5‐environmental‐fate‐and‐transport‐processes/#5_2
nonlinear
hysteresis
Not to scale
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Field Conditions Phase Partitioning Hydraulics Microscale Macroscale
Kinetics/mass transfer
Field conditions: Approach equilibrium Complex/variable Heterogeneous Cannot replicate in a lab
Delicate Disturbed by sampling
9
© Sanborn, Head & Associates, Inc.
PFAS in Background Vermont Shallow Soils10
Source, University of Vermont and Sanborn Head: https://anrweb.vt.gov/PubDocs/DEC/PFOA/Soil‐Background/PFAS‐Background‐Vermont‐Shallow‐Soils‐03‐24‐19.pdf
66 locations, 0‐6” depth
Parks, grass areas, forests
13 PFCAs & 4 PFSAs
ΣPFAS (ng/kg) >5,000 [n = 8]2,000‐5,000 [n = 23]1,000‐2,000 [n = 25<1,000 [n = 10]
© Sanborn, Head & Associates, Inc.
370
685
1,300
3,580
10
100
1,000
10,000
100,000
ng/k
g
PFOSVT Data
PFOAVT Data
PFOSScreening Values
PFOAScreening Values
median
95th percentile
median
95th percentile
Soil Leaching Values & VT Background11
1. The intent of this aggregate comparison is to contextualize the regulatory and guidance values. The individual data in this study were not collected for comparison to regulatory or guidance values and should not be used for that purpose. 2. “Soil to GW Protection Values” were largely obtained from the ITRC fact sheet spreadsheet updated June 2020 (https://pfas-1.itrcweb.org/fact-sheets/). Some proposed or draft values, which may be on-hold or now replaced with updated values, are also included.
© Sanborn, Head & Associates, Inc.
370
685
1,300
3,580
10
100
1,000
10,000
100,000
ng/k
g
PFOSVT Data
PFOAVT Data
PFOSScreening Values
PFOAScreening Values
median
95th percentile
median
95th percentile
Soil Leaching Values & VT Background12
1. The intent of this aggregate comparison is to contextualize the regulatory and guidance values. The individual data in this study were not collected for comparison to regulatory or guidance values and should not be used for that purpose. 2. “Soil to GW Protection Values” were largely obtained from the ITRC fact sheet spreadsheet updated June 2020 (https://pfas-1.itrcweb.org/fact-sheets/). Some proposed or draft values, which may be on-hold or now replaced with updated values, are also included.
Suggest faster leaching
Suggest slower leaching
© Sanborn, Head & Associates, Inc.
Common Tools Rely on Key Assumptions and Interpretation
13
Empirical Theoretical
Simple
Complex Site Data
Soil data
Paired Soil / GW data
Lab Tests Models
Generic
GW data
Single‐point leaching
© Sanborn, Head & Associates, Inc.
Lab Tests
Single‐point leaching
Consider Empirical and Complex Tools14
Empirical Theoretical
Simple
Complex Site Data
Soil data
Paired Soil / GW data
Models
Generic
GW data
High res.
In‐situ testing(e.g., lysimeter) Column
testing
Kinetic andisotherm studies
Site Specific
© Sanborn, Head & Associates, Inc.
PFOA Atmospheric Deposition Case Study15
Column testing and photographs by XDD Environmental, LLC.
1
10
100
1,000
10,000
Soil NearbyGW
Column SPLP
ng/L or n
g/kg
NDs
ND
~0.2 L/kg ~20 L/kg
© Sanborn, Head & Associates, Inc.
PFOA Atmospheric Deposition Case Study16
Column testing and photographs by XDD Environmental, LLC.
1
10
100
1,000
10,000
Soil NearbyGW
Column SPLP
ng/L or n
g/kg
NDs
ND
~0.2 L/kg ~20 L/kg
© Sanborn, Head & Associates, Inc.
1
10
100
1,000
10,000
Soil NearbyGW
Column SPLP
ng/L or n
g/kg
NDs
ND
PFOA Atmospheric Deposition Case Study17
Column testing and photographs by XDD Environmental, LLC. ~0.2 L/kg ~20 L/kg
© Sanborn, Head & Associates, Inc.
Remediation/Treatment Options18
DestructionSequestrationSeparationSorption
© Sanborn, Head & Associates, Inc.
Ex-Situ Sorption Typically GAC (granular activated carbon) or AIX (anion exchange)
Site‐specific PFAS chain‐length Water matrix Space & pretreatment Combined technologies Community acceptance
19
Hydrophobic sorption
Electrostatic interactions
© Sanborn, Head & Associates, Inc.
Other Technologies
In‐situ Stabilization Sorptive media PRBs or injection Thermal/redox [D?]
Ex‐situ Membranes (RO and nano) Anion exchange regeneration Specialty coagulants &
electrochemical precipitation [S?] Foam fractionation [S] Plasma [D] [S] Redox [D] [S?] Sonolysis [D] [S]
20
See ITRC for technology summaries: https://pfas‐1.itrcweb.org/12‐treatment‐technologies/
Air
Water
Very strong
[D] = destructive
[S] = surfactant behaviorleveraged
© Sanborn, Head & Associates, Inc.
SummarySorption (F&T and treatment) Many important factors and wide‐ranging case‐study data
Screening Approaches Consider multiple lines of evidence, empirical data
For more information, we recommend:ITRC technical resources for PFAShttps://www.itrcweb.org/Team/Public?teamID=78 Fact sheets Web‐based Tech. Reg. Guidance Document Online Training Materials
21
22
Thank you for your time!Questions?
Stephen G. Zemba, PhD, PE
[email protected] 802.391.8508M 617.225.0225
[email protected] 603.415.6156M 207.337.3662
Harrison R. Roakes, PE