UNDERSTANDING THE ROLE OF SEWER PREFERENTIAL PATHWAYS IN VAPOR INTRUSION. Thomas McHugh, Ph.D., D.A.B.T. Lila Beckley, P.G.

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Transcription:

UNDERSTANDING THE ROLE OF SEWER PREFERENTIAL PATHWAYS IN VAPOR INTRUSION Preliminary Results from ESTCP Project ER-201505 Thomas McHugh, Ph.D., D.A.B.T. Lila Beckley, P.G. GSI Environmental AEHS Conference March 2017

Why Sewer VI? Many examples of sewer VI. No good investigation protocol. 2

KEY POINT: Several examples of sewer or utility tunnel vapor intrusion discovered late in the process. Sewer Pathway Example 1: ASU VI Research House - Utah Foundation Modification (7/22/2013) From SERDP Project ER-1686: https://www.serdp-estcp.org/program-areas/environmental-restoration/contaminated-groundwater/emerging-issues/er-1686/er-1686 3

Sewer Pathway Example 2: USEPA VI Research House - Indiana Multi-year study Results difficult to explain using conventional VI conceptual model Study was not adapted to include sewer line testing Sewer pathway clearly important From EPA/600/R-12/673 4

Sewer Pathway Example 3: Residence Boston, MA Pennell et al., 2013, Sewer Gas: An Indoor Air Source of PCE to Consider During Vapor Intrusion Investigations, GWMR 33(3), 119-126. 5

Sewer Pathway Example 4: Residences Denmark PCE Plume VI in houses outside plume footprint Riis et al., 2010, Vapor Intrusion through Sewer Systems: Migration Pathways of Chlorinated Solvents from Groundwater to Indoor Air, Battelle Conference. 6

ESTCP Project Technical Objectives Improve our current understanding of the role of preferential pathways at vapor intrusion sites. 1 2 3 Determine how commonly preferential pathways contribute to vapor intrusion. Develop improved conceptual model with key risk factors for sewer/utility tunnel vapor intrusion. Develop and validate an investigation protocol: initial site screening, field testing, delineation. THIS TALK: Present preliminary findings. 7

Understanding the Role of Sewers: Groundwater to Sewer Attenuation: What are VOC Concentrations in Sewer Manholes? Sewer to Building Attenuation: Do VOCs Move from Sewers into Buildings? Updated Conceptual Model: How Common Are Sewer Preferential Pathways? 8

What Are VOC Concentrations in Sewer Manholes? WHERE: MANHOLES WITHIN FOOTPRINT OF GW PLUME (OR IMMEDIATELY DOWNSTREAM) HOW: COLLECT VAPOR SAMPLE FROM BOTTOM OF MANHOLE 9

What Are VOC Concentrations in Sewer Manholes? Sites Tested: 1) Near USEPA Research House, IN 2) Moffett Field, CA 3) Houston, TX Dry Cleaner Sites 4) Near ASU Research House, UT 5) Bay Area, CA TCE Plumes Not to scale 10

What Are VOC Concentrations in Sewer Manholes? 1) Near Indianapolis USEPA Research House House 11

Combined Storm and Sanitary Sewer What Are VOC Concentrations in Sewer Manholes? 1) Near Indianapolis House Former Dry Cleaners Indy House 12

What Are VOC Concentrations in Sewer Manholes? 1) Near Indianapolis House (Duplex) USEPA 2012, Figure 3-8 PCE Concentrations: Median: 36 µg/m 3 Max: 353 µg/m 3 (32x Indoor Air SL) 32% were > 10x Indoor Air SL Assumed PCE indoor air screening level = 11 µg/m 3 (USEPA May 2016 RSL Tables (Residential)) 13

What Are VOC Concentrations in Sewer Manholes? 2) Moffett Field TCE Concentrations: Median: 97 µg/m 3 Max: 1,494 µg/m 3 (500x Indoor Air SL) 65% were > 10x Indoor Air SL Assumed TCE indoor air screening level = 3 µg/m 3 (USEPA May 2016 RSL Tables (Commercial)) 14

What Are VOC Concentrations in Sewer Manholes? 3) 9 Dry Cleaner Sites, Houston, Texas - PCE PCE Concentrations: Median: 34 µg/m 3 Max: 1,500 µg/m 3 (140x Indoor Air SL) 43% were > 10x Indoor Air SL Assumed PCE indoor air screening level = 11 µg/m 3 (USEPA May 2016 RSL Tables (Residential)) 15

What Are VOC Concentrations in Sewer Manholes? 3) 9 Dry Cleaner Sites, Houston, Texas - TCE TCE Concentrations: Median: 31 µg/m 3 Max: 180 µg/m 3 (375x Indoor Air SL) 86% were > 10x Indoor Air SL Assumed TCE indoor air screening level = 0.48 µg/m 3 (USEPA May 2016 RSL Tables (Residential)) 16

What Are VOC Concentrations in Sewer Manholes? 4) Near ASU Research House Land Drain Manhole Sanitary Sewer Manhole TCE Concentrations (May 2016): Median: 40 µg/m 3 Max: 1,100 µg/m 3 (93x Indoor Air MAL) 41% were > 10x Indoor Air MAL Hill AFB TCE mitigation action level for indoor air 11.8 ug/m 3 (2.2 ppbv) 17

Results from ESTCP Project ER-201501, The VI Diagnosis Toolkit for Assessing Vapor Intrusion Pathways. Thanks to Yuanming Guo, Paul Dahlen, and Paul Johnson. Contact Dr. Yuanming Guo at Yuanming.Guo@asu.edu 4) Near ASU Research House More! Multiple rounds of testing (up to 277 manholes per round) TCE distributed sporadically in utility systems Conc range ND to 2,700 µg/m 3 > 50% of results greater than 10x Indoor MAL Indoor Air Results Map 2015-2016 (MAL = 2.2 ppb v ) 18

What Are VOC Concentrations in Sewer Manholes? 5) Bay Area, CA TCE Plumes Results from Entanglement Technologies, Inc. using their AROMA instrument. Contact Bruce Richman at 650-204-7875. TCE Concentrations: Median: 4.5 µg/m 3 Max: 1,315 µg/m 3 (2,740x Indoor Air SL) 49% were > 10x Indoor Air SL Assumed TCE indoor air screening level = 0.48 µg/m 3 (USEPA May 2016 RSL Tables (Residential)) 19

What Are VOC Concentrations in Sewer Manholes? 1) SEWER INTERSECTS CONTAMINATED GW 2) SEWER IN VADOSE ZONE ABOVE CONTAMINATED GROUNDWATER KEY QUESTION: How important is depth of sewer line relative to groundwater? 20

What Are VOC Concentrations in Sewer Manholes? 1) SEWER INTERSECTS CONTAMINATED GW 2) SEWER IN VADOSE ZONE ABOVE CONTAMINATED GROUNDWATER PRELIMINARY ANSWER: VOCs can be detected in sewer manholes in vadose zone above groundwater plumes. 21

Understanding the Role of Sewers: Groundwater to Sewer Attenuation: What are VOC Concentrations in Sewer Manholes? Sewer to Building Attenuation: Do VOCs Move from Sewers into Buildings? Updated Conceptual Model: How Common Are Sewer Preferential Pathways? 22

Do VOCs Move From Sewers Into Buildings? CATS Samplers Perfluorocarbon Sources KEY QUESTIONS: Gas flow from sewer line into building? Attenuation factor? 23

Do VOCs Move From Sewers Into Buildings? Sites Tested: 1) ASU Research House, UT 2) Indianapolis Duplex, IN 3) Office Building, Moffett Field, CA 24

Do VOCs Move From Sewers Into Buildings? 1) ASU Research House Sewer/Building Combination Tested: Land Drain Manhole to House Sanitary Sewer Manhole to House Attenuation 20x 40x 60x 80x 25

Do VOCs Move From Sewers Into Buildings? 2) Indianapolis Duplex Upstream Manhole Combined Storm/Sanitary Sewer Connection Tested: Upstream Manhole to House Downstream Manhole to House Attenuation 160x more than 1000x 50x 100x 26

Do VOCs Move From Sewers Into Buildings? 3) Moffett Field Office Building PFT Sources in Separate Manholes Sewer/Building Combination Tested: Sanitary Sewer Manhole to Bldg Telephone Utility Manhole to Bldg Attenuation 1300x more than 2500x 45x 50x 27

Do VOCs Move From Sewers Into Buildings? YES - detected tracer in all buildings tested Range of Sewer to Building Attenuation? ASU House: Land Drain System 20x 40x Sanitary Sewer System 60x 80x Indy Duplex: Moffett: Upstream Manhole 160x - >1000x Sanitary Manhole 1300x - >2500x Downstream Manhole 50x 100x Telephone Manhole 45x 50x 28

Moffett Field: Transport of PCE Through Telephone Utility Building 107 Former Dry Cleaner KEY POINT: Sewers/Utility Tunnels allow movement of VOCs away from plume in unexpected directions. Note: not all sewer lines or utility tunnels shown 29

Understanding the Role of Sewers: Groundwater to Sewer Attenuation: What are VOC Concentrations in Sewer Manholes? Sewer to Building Attenuation: Do VOCs Move from Sewers into Buildings? Updated Conceptual Model: How Common Are Sewer Preferential Pathways? Conceptual Model 30

Sewer/Utility Pathway: Conceptual Model 1) VOCs often detectable in sewers/utility tunnels close to VOC plumes in groundwater. 2) VOCs can move from sewers into buildings (50x to 1000x attenuation???) KEY POINT: Sewer/Utility Tunnel pathway should be considered during VI investigations. 31

Sewer/Utility Pathway: Conceptual Model Screen In Conditions Possible Concern 1) SEWER INTERSECTS CONTAMINATED GW SEWER IN VADOSE ZONE ABOVE CONTAMINATED GROUNDWATER 2) DISCHARGE INTO SEWER 3) SEWER INTERSECTS NAPL PRELIMINARY FINDING: Less confident in screen out condition. >> Needs more validation. 32

Sewer/Utility Pathway: Conceptual Model Problems we have never seen: VOC migration through sewer backfill VOCs OUTSIDE Sewer: Who cares? VOCs INSIDE Sewer: Potential concern. Buried utility lines (i.e., lines are NOT inside utility tunnel) KEY POINT: Overly broad definition of preferential pathway creates confusion; makes it harder to find the real problems. 33

Sewer/Utility Tunnel Preferential Pathway Next Challenges Screen in/screen out logic: When should we test the sewers for VOCs? Spatial/temporal variability: How many locations? How many times? Sewer screening levels: What VOC concentration inside a sewer manhole is a potential concern? 34

ESTCP ER-201505 Project Team GSI Environmental Thomas McHugh, Ph.D., D.A.B.T. PI Lila Beckley, P.G. DoD Ignacio Rivera-Duarte, Ph.D. Navy, SPAWAR Steven Hammett Navy, NAVFAC Daniel Groher, P.E. Army, Corps of Engineers Kyle Gorder, P.E. Air Force, Hill AFB Erik Dettenmaier, Ph.D. Air Force, Hill AFB USEPA Rich Kapuscinski, USEPA HQ Alana Lee, USEPA Region 9 35