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Fulton Schools of Engineering P. C. Johnson 2011€¦ · VI is a dynamic process reflecting vapor source, subsurface, building, occupant, and weather characteristics Similar to, but

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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.