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P. C. Johnson 2011Fulton Schools of Engineering
University of Washington Superfund Research Program
Agency Seminar Series at EPA Region 10
"Temporal Changes in Vapor Intrusion Behavior and Implications for Conventional Pathway Assessment Paradigms"
June 15, 2011Dr. Paul Johnson, Professor
School of Sustainable Engineering and the Built Environment, Fulton Schools of EngineeringArizona State University
contact information- [email protected]
Please note- These presentation slides were made available by Dr. Paul Johnson.Contact Dr. Johnson with questions or for permission to print these slides-
beyond educational purposes..
P. C. Johnson 2011Fulton Schools of Engineering
Changes in VI Behavior with Time:In-Progress Results from a Multi-Year Study
Paul C. JohnsonEmma LuoPaul Dahlen
Chase HoltonIra A. Fulton Schools
of Engineering
Kyle GorderErik Dettenmaier
Hill AFB
P. C. Johnson 2011Fulton Schools of Engineering
Vapor intrusion (VI) is a possibility wherever buildings are in close proximity to impacted soils or groundwater
VI is a dynamic process reflecting vapor source, subsurface, building, occupant, and weather characteristics
Similar to, but also different from radon intrusion.
Potential consequences range from concentrations of no significance, to unacceptable long-term/chronic exposures, and occasionally to short-term impacts (explosion, acute effects).
Vapor Intrusion (VI) Overview
?�
P. C. Johnson 2011Fulton Schools of Engineering
Common VI Scenarios• Buildings overlying
CHC-impacted groundwater is more typical than over DNAPL sources.
• Many well-publicized neighborhood-scale sites (CDOT, Redfields, Hill AFB, NY sites, etc.).
• Most available empirical data corresponds to these types of situations
Chlorinated Hydrocarbon Spill SitesHill AFB, Utah
P. C. Johnson 2011Fulton Schools of Engineering
Empirical Experience (CHC Sites)
1.E-03
1.E-02
1.E-01
1.E+00
1.E+01
1.E+02
1.E+03
1.E+04
1.E-02 1.E-01 1.E+00 1.E+01 1.E+02 1.E+03 1.E+04 1.E+05 1.E+06 1.E+07 1.E+08
Indo
or A
ir C
once
ntra
tion
(ug/
m3) EPA Data (IA > RL)
Alpha = 1.0
Alpha = 1E-1
Alpha = 1E-2
Alpha = 1E-3
Alpha = 1E-4
Alpha = 1E-5
Groundwater Vapor (ug/m3)
U.S. EPA’s Vapor Intrusion Database: Preliminary Evaluation of Attenuation Factors
0.1 – 10 ppbv
OSWER Draft - March 4, 2008 - http://iavi.rti.org/OtherDocuments.cfm
10 – 10,000 g/L in ground water
What’s Important Here? Does it help?•Unacceptable impacts occur at some sites at very low GW concentrations•Little to no impact occurs at other sites with very high GW concentrations
P. C. Johnson 2011Fulton Schools of Engineering
Common VI Scenarios• A few buildings overlying
NAPL-impacted soils is more typical scenario. Few neighborhood-scale settings.
• Potential short-term consequences more severe than for CHC sites.
• Oxygen resupply, source-building separation, and physical features may be major factors.
• Low conc. sources not expected to pose significant risks.
• Potential risks associated with methane often overlooked. P
etro
leum
Hyd
roca
rbon
Spi
ll Si
tes
Greenpoint, Brooklyn, NY
Page
P. C. Johnson 2011Fulton Schools of Engineering
Petroleum Hydrocarbon
Sites -Range of Behaviors(all-or-nothing)
Abreu and Johnson (2005, 2006)
O2
O2
O2
HC
HC
HCSig
nific
ant
Bio
atte
nuat
ion
Insi
gnifi
cant
P. C. Johnson 2011Fulton Schools of Engineering
PCJ’s VI TaxonomyVI Sites
Chlorinated -Recalcitrant
VadoseSource (High
Strength)
GW Source (High
Strength)
GW Source (Low
Strength)
Petroleum HC -Aerobically Bio-D
Low O2Behave
Like CHC
NAPL Source (High
Strength)
GW Source (Low
Strength)
High/low – what chemical(s)? CH4 Issues?
Prob. low risk, but Is it really a plume?
No bio-attenuation
How many buildings?
P. C. Johnson 2011Fulton Schools of Engineering
Indoor Air Samples(Cindoor)
Groundwater Samples
Sub-slab Soil Gas Samples (Csub-slab)
Near-Source Soil Gas Samples (Csoil-gas)
Outdoor Air Samples
Soil Core
Near-building soil gas samples (Cgw)
VI Pathway Assessment: MLE Approach[v1.0, 1.1, 2.0 Paradigms]
Models • Heavy weighting on indoor air data
• Decisions made using a few samples, (typically 24-h or less time-averaged indoor air)
• Sometimes short sampling windows or seasonal data (i.e., fall, winter, spring, summer, rainy, dry)
• Some use of passive samplers and sorbent tubes for longer durations; low use of point-in-time and point-in-space sniffers (i.e., TAGA, HAPSITE) for indoor source identification
P. C. Johnson 2011Fulton Schools of Engineering
Conventional Beliefs Underlying VI Pathway Assessment Practice
•Temporal changes in VI impacts occur, with variations spanning about an order-of-magnitude
•24-h duration samples address any short-term fluctuations in indoor air concentrations
•A few 24-h samples sprinkled across longer time will identify any longer-term (seasonal) temporal changes
•Consistency in results across a few samples provides confidence that VI is understood. Other results can be averaged or anomalies discarded.
•Multi-day or multi-week samples might be better, but not yet clear how to do this right
•Can identify indoor sources via inventories
P. C. Johnson 2011Fulton Schools of Engineering
• Factors that might induce temporal changes have been identified, but quantitative cause-effect relationships are not known (and are difficult to discern with existing data)
• Some higher-frequency/longer-term indoor radon data available
• Some higher-frequency/longer-term soil gas data available
• Some lower-frequency/longer-term/multi-building indoor air data for groundwater/soil contaminants available
• Difficulty an assessing changes in VI behavior using typical data sets, given analytical variability and confounding by indoor air sources
Background: State-of-the-Science
P. C. Johnson 2011Fulton Schools of Engineering
So…given this background:
•Is there a scientific foundation for our current approach to sampling (and for conventional VI wisdom)?
•Is it possible to design practicable sampling plans that are sufficiently robust under conditions of unknown temporal behavior?
•Do we need new tools or approaches for assessing the vapor intrusion pathway?
So…given this background:
•Is there a scientific foundation for our current approach to sampling (and for conventional VI wisdom)?
•Is it possible to design practicable sampling plans that are sufficiently robust under conditions of unknown temporal behavior?
•Do we need new tools or approaches for assessing the vapor intrusion pathway?
Questions
Studies of Changes in VI Behavior with Time
Page
P. C. Johnson 2011Fulton Schools of Engineering
Study through Simulation•3-D transient numerical code
•Incorporating actual driving forces (wind, barometric pressure)
•Looking at effects of site conditions (depth, soil type, biodegradation, etc.)
Study through Simulation•3-D transient numerical code
•Incorporating actual driving forces (wind, barometric pressure)
•Looking at effects of site conditions (depth, soil type, biodegradation, etc.)
Ongoing Temporal Behavior Studies
Study through Monitoring•Residence over dilute chlorinated solvent plume
•Intensive monitoring
•High frequency/long duration monitoring of indoor air, building characteristics, and driving factors
Study through Monitoring•Residence over dilute chlorinated solvent plume
•Intensive monitoring
•High frequency/long duration monitoring of indoor air, building characteristics, and driving factors
-20
-15
-10
-5
0
5
10
15
20
42 49 56 63 70 77
Time [d]
Subs
lab
- Ind
oor
P [P
a]
Location 3
ASU/H. Luo et al. (2007-present) (ASU/Hill AFB SERDP project)P. C. Johnson 2011Fulton Schools of Engineering
SERDP-Funded Project
Topic 1: Temporal variations in indoor air
concentration, and differences between variations for indoor
and subsurface sources?
Dissolved chlorinated solvent groundwater plume
Capillary fringe
Topic 2: Relationship between groundwater
concentrations and indoor air concentrations?
Topic 3: Spatial and temporal variability in
sub-slab concentrations and factors that affect
them?
Topic 6: Indoor chemical sources?
Topic 4: Changes with time in chemical vapor emissions from
impacted groundwater?
Topic 5: Alternate assessment
approaches to point-in-time and point-in-
space sampling{
Emphasis on Studying Temporal Changes
* - Topics 1 – 4 driven by current regulatory guidance approaches
P. C. Johnson 2011Fulton Schools of Engineering
Hill AFB Situation:
About 3000 homes above dissolved CHC plumes (10 –100 ug/L; mean about 30 ug/L)
About half of the home-owners have opted for indoor monitoring at least once
Hill AFB Off-Site Plumes
P. C. Johnson 2011Fulton Schools of Engineering
Sun Devil Manor[Layton, UT]
10 – 30 ug/L TCE and 1,1 DCE in GW10 – 30 ug/L TCE and 1,1 DCE in GW
P. C. Johnson 2011Fulton Schools of Engineering P. C. Johnson 2011Fulton Schools of Engineering
Page
P. C. Johnson 2011Fulton Schools of Engineering
Monitoring Network+ Multi-level soil gas and groundwater sampling points
• Indoor air monitoring (VOCs, radon)
• Differential pressures, soil moisture, soil temperature
• Weather (wind, barometric pressure, rainfall, outdoor temp)
• HVAC operation, indoor T, exchange rate (SF6) P. C. Johnson 2011Fulton Schools of Engineering
• Indoor air: 4000+ indoor air samples across 14 months at 2 h and 4 h intervals
• Snapshots: soil gas and groundwater, 6 events over 9 months
• Weather: wind, outdoor temp, relative humidity, rainfall, sampled every 15 min for 9 months
• Building Dynamics: diff press, indoor air temp HVAC operation, indoor temp, sampled every 2 min or 10 min across 9 months
• Soil Conditions: soil temperature and soil moisture monitored every 10 min for 9 months
• Radon: every 2 hours for about 3 months and 3 soil gas snapshots
• Indoor Air Exchange Rate: measured about every 30 min over 3 months
Data Collected to Date
www.schiffner.com
P. C. Johnson 2011Fulton Schools of Engineering
Dissolved chlorinated solvent groundwater plume
Capillary fringe
Soil Cores
Conventional Groundwater
Samples
Discrete Soil Gas and
Groundwater Samples
Indoor Air Monitoring
Weather Monitoring
Differential Pressure
Res
ults
Pre
sent
atio
n
Technical ApproachField Laboratory Studies
P. C. Johnson 2011Fulton Schools of Engineering
Sub-Slab Shallow Groundwater
-1.5
-1.0
-0.5
0.0
0.5
1.0
1.5
0
10
20
30
40
50
60
-30 0 30 60 90 120 150 180 210 240 270
[ft] [g/L]
Time [d]
TCE in Groundwater Beneath Foundation
IGW-1
IGW-2
IGW-3
IGW-4
IGW-5
IGW-6
GW Elevation (1-16)
P. C. Johnson 2011Fulton Schools of Engineering
August 2010 Nov 2010 Dec 2010
Feb 2011 April 2011 May 2011
TCE in Soil Gas at 6-ft Below-slab Depth
P. C. Johnson 2011Fulton Schools of Engineering
TCE at Sub-slab Soil Gas Depth
August 2010 Nov 2010 Dec 2010
Feb 2011 April 2011 May 2011
Page
P. C. Johnson 2011Fulton Schools of Engineering
January 2011
Soil Gas Snapshots: Radon 1.8 m (6 ft) Below Slab
Radon [pCi/L]
-2 0 2 4 6 8 10 12 14-4
-2
0
2
4
6
8
10
1435 1494 1531
14691620
1797
N/A
N/A N/A
1500
900
1240
N/A
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m] 0
200
400
600
800
1000
1200
1400
1600
1800
2000
-2 0 2 4 6 8 10 12 14-4
-2
0
2
4
6
8
10
1546 1466 N/A
16481649
1822
N/A
N/A N/A
1381
869
1175
N/A
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m]
Radon [pCi/L]
0
200
400
600
800
1000
1200
1400
1600
1800
2000
April 2011
P. C. Johnson 2011Fulton Schools of Engineering
-2 0 2 4 6 8 10 12 14-4
-2
0
2
4
6
8
10
1400 1256 1432
13041556
1420
N/A
1290 1400
1350
690
550
1270
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m] 0
200
400
600
800
1000
1200
1400
1600
1800
2000
-2 0 2 4 6 8 10 12 14-4
-2
0
2
4
6
8
10
1529 1413 1423
15111723
1600
N/A
1334 1405
1306
677
481
1357
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m]
Radon [pCi/L]
0
200
400
600
800
1000
1200
1400
1600
1800
2000
January 2011 April 2011
Soil Gas Snapshots: Radon 0.9 m (3 ft) Below Slab
P. C. Johnson 2011Fulton Schools of Engineering
January 2011
-2 0 2 4 6 8 10 12 14-4
-2
0
2
4
6
8
10
933 97 182
362135
17
56
1020 910
760
N/A
145
1170
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m]
Radon [pCi/L]
0
200
400
600
800
1000
1200
1400
1600
1800
2000
-2 0 2 4 6 8 10 12 14-4
-2
0
2
4
6
8
10
1090 35 68
58087
6
29
1019 904
791
N/A
129
1257
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m]
Radon [pCi/L]
0
200
400
600
800
1000
1200
1400
1600
1800
2000
January 2011 April 2011
Soil Gas Snapshots: Radon at Sub-slab Depth
P. C. Johnson 2011Fulton Schools of Engineering
Indoor Air Samples(Cindoor)
Groundwater Samples
Sub-slab Soil Gas Samples (Csub-slab)
Near-Source Soil Gas Samples (Csoil-gas)
Outdoor Air Samples
Soil Core
Near-building soil gas samples (Cgw)
Wind, temperature, barometric pressure, rainfall HVAC
systems, resident behaviors (seconds-minutes-hours)
Source history and seasonal influences
(weeks-months-years)
Source and some surface effects
(weeks-months-years)
}}}
Changes with Time?Buildings and their Surroundings are Dynamic Systems
Surface drivers and proximity to foundation entry points (minutes-hours-months)
P. C. Johnson 2011Fulton Schools of Engineering
0.01
0.10
1.00
10.00
100.00
-180 -120 -60 0 60 120 180 240
[ppb
v]
Time [d]
Hapsite Data TD Tube Data (4 h) IST Studies (manip) GSI Study (manip) August 2010 SS November 2010 SS December 2010 SS February 2011 SS January 2011 SS March 2011 SS
Radon
TCE Indoor Air ConcentrationsAutomated data acquisition
SF6 release
Manipulation
Other SERDP/ ESTCP Projects
P. C. Johnson 2011Fulton Schools of Engineering
0.01
0.10
1.00
10.00
-27 -26 -25 -24 -23 -22
[ppb
v]
Time [d]
0.01
0.10
1.00
10.00
140 145 150 155 160 165 170
[ppb
v]
Time [d]
TCE Indoor Air Concentrations
Page
P. C. Johnson 2011Fulton Schools of Engineering
TCE vs. Radon Indoor Air Concentrations
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
170 180 190 200 210 220 230 Rad
on in
Indo
or A
ir [p
Ci/L
]
Time [d]
0.01
0.10
1.00
10.00
170 180 190 200 210 220 230
[ppb
v]
Time [d]
2-h samples
P. C. Johnson 2011Fulton Schools of Engineering
Observations and Thoughts
Observations ThoughtsTemporal concentration behavior appears to be “structured” and not random or statistically distributed
Typical sampling plans not robust enough for
these conditions
This is very different from the behavior
conceptualized and anticipated by guidance.
Different monitoring tools and paradigms are
needed.
Over some time periods the temporal behavior has a repeatable daily pattern
There are periods of relative VI inactivity with sporadic VI activity
There are periods of relative VI activity with sporadic VI inactivity
P. C. Johnson 2011Fulton Schools of Engineering
0
500
1000
1500
2000
125 135 145 155 165 175 185 195 205 215 225
SF6 [
ppb v
]
Time [d]
SF6 Snapshots
SF6 released at a constant rateDaily fluctuations in SF6 conc. correspond to variations of about 2X in EB = 18 to 28 d-1 (50% of the time in the data set; VB=350 m3)
Air Exchange Rate (EB)
20 exchanges/day
P. C. Johnson 2011Fulton Schools of Engineering
Snapshot of Sub-Slab SF6
January 2011 (120 d SF6)700 ppbv indoor air concentration -2 0 2 4 6 8 10 12 14
-4
-2
0
2
4
6
8
10
4 57 592
629
650
100
2 1
4
N/A
1
2
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N [m
]
[m] 0
50
100
200
400
600
800
SF6 [ppbv]
P. C. Johnson 2011Fulton Schools of Engineering
April 2011 (180 d SF6)1000 ppbv indoor air concentration -2 0 2 4 6 8 10 12 14
-4
-2
0
2
4
6
8
10
17 53 388
757
185
94
1 1
4
N/A
0
1
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m] 0
50
100
200
400
600
800
SF6 [ppbv]
Snapshot of Sub-Slab SF6
P. C. Johnson 2011Fulton Schools of Engineering
April 2011
Soil Gas Snapshot: Radon Sub-Slab
-2 0 2 4 6 8 10 12 14-4
-2
0
2
4
6
8
10
1090 35 68
58087
6
29
1019 904
791
N/A
129
1257
Garage
Living Area
Building Foundation
Restroom
Stairs
Laundry Room
N
[m]
[m]
Radon [pCi/L]
0
200
400
600
800
1000
1200
1400
1600
1800
2000
Page
P. C. Johnson 2011Fulton Schools of Engineering
Indoor Air Samples(Cindoor)
Groundwater Samples
Sub-slab Soil Gas Samples (Csub-slab)
Near-Source Soil Gas Samples (Csoil-gas)
Outdoor Air Samples
Soil Core
Near-building soil gas samples (Cgw)
Wind, temperature, barometric pressure, rainfall HVAC
systems, resident behaviors (seconds-minutes-hours)
Source history and seasonal influences
(weeks-months-years)
Source and some surface effects
(weeks-months-years)
}}}
Changes with Time?Buildings and their Surroundings are Dynamic Systems
Surface drivers and proximity to foundation entry points (minutes-hours-months)
P. C. Johnson 2011Fulton Schools of Engineering
Comprehensive long-term data set (only one of its kind) – illustrates previously unanticipated intermittent VI behavior
Data show that current pathway snapshot-style assessment schemes are not likely to be robust.
Tracer release conclusively shows that indoor air sources can cause soil gas plumes and storage in the subsurface.
Data will be useful for evaluating cause-effect relationships
Key Results to Date
P. C. Johnson 2011Fulton Schools of Engineering
In Progress - Data Mining: Cause-Effect Relationships
Wind Speed (m/s)
>8.0
6.0-8.0 3.0-6.0
1.0-3.0
0.5-1.0
0.0
0.2
0.4
0.6
0.8
1.0
0 60 120 180 240
Dai
ly R
ainf
all [
in]
Time [d]
Daily Rainfall Snapshot
-20 -10
0 10 20 30 40
0 60 120 180 240 Out
door
Tem
pera
ture
[°C
]
Time [d]
P. C. Johnson 2011Fulton Schools of Engineering
For building-specific pathway assessment:•Quick/reliable identification of indoor sources (portable/sensitive tools)
•Proven means of manipulating buildings in short-term to overcome time variability of natural driving forces (i.e., forced depressurization, T. McHugh and this study) – is the short-term behavior of these tests indicative of long-term and could history of indoor sources still confound the test?
•Practicable longer-term real-time monitoring, with occupant awareness (real-time needed to spot the inadvertant introduction of new indoor sources)
Lessons-LearnedThoughts about Needs for the Future
P. C. Johnson 2011Fulton Schools of Engineering
Continued monitoring under natural conditions through 12/2011
Dissipation of indoor SF6 source soil gas plume and impact to indoor air
Manipulated building conditions in 2012 – depressurize to eliminate building changes as a driving factor:
•This allows assessment of changes in groundwater release rate with time
•Also allows evaluation of building depressurization as a VI assessment tool
Next Steps – SERDP Project
Indoor Air Samples (Cindoor)
Groundwater Samples
Sub-slab Soil Gas Samples (Csub-slab)
Near-Source Soil Gas Samples (Csoil-gas)
Outdoor Air Samples
Soil Core
Near-building soil gas samples (Cgw)
P. C. Johnson 2011Fulton Schools of Engineering
Transition PlanOpen Access for Other Projects:•SERDP ER-1687 Vapor Intrusion from Entrapped NAPL Sources and Groundwater Plumes: Process Understanding and Improved Modeling Tools for Pathway Assessment (Illangasekare, CSM)
•ESTCP ER-0702 Application of Advanced Sensor Technology to DoD Soil Vapor Intrusion Problems (Reisinger, Burris, Hinchee IS&T)
•ESTCP ER-0707 Protocol for Tier 2 Evaluation of Vapor Intrusion at Corrective Action Sites (McHugh/GSI)
•ESTCP ER-0830 Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling Techniques (McAlary/Geosyntec)
•ESTCP ER-1025 Use of Compound-Specific Stable Isotope Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs (McHugh/GSI)
Page
P. C. Johnson 2011Fulton Schools of Engineering
Thanks to:
SERDP (for funding!)
Kyle Gorder and Erik Dettenmaier, Hill AFB for collaborations/monitoring/supporting/etc.
P. C. Johnson 2011Fulton Schools of Engineering
University of Washington Superfund Research Program
Agency Seminar Series at EPA Region 10
"Temporal Changes in Vapor Intrusion Behavior and Implications for Conventional Pathway Assessment Paradigms"
June 15, 2011Dr. Paul Johnson, Professor
School of Sustainable Engineering and the Built Environment, Fulton Schools of EngineeringArizona State University
contact information- [email protected]
Please note- These presentation slides were made available by Dr. Paul Johnson.Contact Dr. Johnson with questions or for permission to print these slides-
beyond educational purposes.