Lessons from Petroleum Hydrocarbon and Chlorinated Solvent Sites Extensively Monitored for Vapor Intrusion
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1 Lessons from Petroleum Hydrocarbon and Chlorinated Solvent Sites Extensively Monitored for Vapor Intrusion By Todd McAlary Geosyntec Consultants, Inc. EPA Workshop on Vapor Intrusion San Diego, CA March 14, 2008
2 Outline Petroleum Hydrocarbon Sites: 1) Refinery, WY Shallow source (0.5 to 5 ft) 2) Enid, OK Intermediate source (14-20 ft), Low K 3) Hooven,, OH Deep Source (50 to 60 ft) Chlorinated Solvent Sites: 4) Shallow (5 ft) soil gas probes seasonality 5) Deep soil gas probes (15, 45, 63 ft) VOCs & SVOCs 6) Real-time monitoring of indoor air quality - background
3 Spatial and Temporal Variability in Hydrocarbon and Oxygen Concentrations Beneath a Building Above a Shallow NAPL Source Emma Hong Luo 1, Paul Dahlen 1, Paul Johnson 1, Todd Creamer 2, Tom Peargin, Paul Lundegard 4, Blayne Hartman 5, Lilian Abreu 6, and Todd McAlary 6 1 -ASU, 2 -Trihydro, 4 -Lundegard and Associates, 5 -H&P Labs, 6 -Geosyntec Consultants. Lundegard & Associates Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
4 Former Refinery Site Light petroleum distillate (gasoline-range components) Soil is a mixture of sand, gravel, fill. Water table at about 12 to 15 feet (shallower historically) Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
5 Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
6 Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
7 Source Characteristics Depth to top-of-source varies from 0.5 to 5.0 ft, as shown on contours. Utilities There are utility conduits beneath the slab (Note location 16). The slab was poured, then cut into 6 segments with saw-cut expansion slots Saw-Cut Expansion Slots Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
8 Sub-Slab Soil Gas Snapshot Oxygen Concentration (%) TPH Concentration (mg/l) 1. Rapid TPH attenuation laterally and vertically over short distances [ft] in areas where O 2 is present, consistent with model results 2. Spatial variability >10,000X, strongly linked to source depth Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
9 GC Real-Time Sampling Away from Foundation: Source Zone (4 ft BGS) and Shallow Vapor-Only Area (2 ft BGS) Under-Foundation and Near-Crack: Sub-Slab (0.5 ft BGS) and Source Area (4 ft BGS) Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
10 200 Location #A-4ft-BGS 25 Real-Time GC Sampling TPH [mg/l] CO2 [% v/v] O2 [% v/v] TPH [mg/l] Location #9-Sub-Slab- Time [d] 0.5 ft BGS CO2 [% v/v] O2 [% v/v] Source zone depth concentrations appear to be relatively stable with time Sub-slab/near-crack variability with time Time [d] Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants [v/v%] [v/v%]
11 Sub-slab pressure minus indoor air pressure (Pa) Wind Speed vs ΔP Controlled by Other Factors Controlled by Wind Location #9 December m/s = 9 mph hr average wind speed [m/s] Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
12 Sub-slab O 2 vs ΔP Near a Crack Sub-Slab O 2 Concentration (%) Flow Into Soil Autosampler-#9-SS: Oxygen concentration vs. P subslab-indoor (day 0 to day Flow Into Building Pressure difference Psubslab-Pindoor [Pa] Arizona State University, Trihydro Corporation, H&P Labs, Lundegard & Assoc. and Geosyntec Consultants
13 Results
14 Lessons from Case #1 Very Shallow Source leads to consistently elevated TPH and low O 2 in most probes Degradation occurs rapidly where O 2 is present 10 4 spatial variability in sub-slab slab = f(source depth) Buildings breathe both ways Affected by weather (wind and barometric pressure) Samples are insensitive to purge rate or volume 14
15 A CASE STUDY ON THE INFLUENCE OF AEROBIC BIODEGRADATION ON VAPOR INTRUSION AT A FORMER REFINERY PROPERTY Todd McAlary, Paul Nicholson, David Bertrand, Lilian Abreu, and Robert Ettinger Geosyntec Consultants, Inc. AWMA Specialty Conference On Vapor Intrusion Providence, RI - Sept 27,
16 Schematic Cross Section Nested Soil Gas Sample Sub-slab Soil Gas Sample Multi-Level Soil Gas Sample SSP-1 to 11 N10 N11 N12 N13 N20 6 ft Unsaturated zone 9 ft N18 N19 12 ft Saturated zone LNAPL Silty Clay Sandy Aquifer 20 ft 16
17 LIF Log Residual NAPL from about 20 to about 38 ft bgs (within confined aquifer) 17
18 Sampling Locations 18
19 Depth to Water Table Depth to Water (ft btoc) Event 1: October 2006 (severe drought) Event 2: June 2007 (very moist) 20 10/10/ /29/2006 1/18/2007 3/9/2007 4/28/2007 6/17/
20 Soil Texture Grv Sand crs medium fine Silt Clay A slightly finer-grained layer at about 7 feet bgs 1 to 2 feet 4 to 5 feet 7 to 8 feet 10 to 11 feet 13 to 14 feet 17 to 18 feet 18 to 19 feet 19 to 20 feet Cumulative Weight Retained (%) Otherwise, fairly uniform at 75 to 90% silt and fine sand Particle Size (mm) 20
21 Compression -fit ball valve Probe Design ¼-inch Nyla-Flow tubing (volume approximately 10 ml/ft) bentonite/water slurry 3.25-inch diameter corehole 6 inches dry granular bentonite 18-inches filter sand (pore volume approximately 1L) GeoProbe Stainless Steel Screen
22 Soil Gas Sampling Shut-in test to verify no obvious leaks Purging and field screening using Tedlar bag and lungbox for O 2, CO 2, CH 4, Helium & PID Sampling in 1 L Summa canisters for analysis by TO-15 & Helium 22
23 Pneumatic Testing Equivalent to a step-test of a groundwater well
24 Specific Capacity (October, 2006) 10 1 Q/s (L/min/in-H2O) 0.1 Shallow Intermediate Deep Probe Number 34 probes Q/s = flow rate (L/min) divided by vacuum (in-h20)
25 Rate of Vacuum Dissipation Probe Vacuum (in-h2o) Hours After Pneumatic Test (selected low-flow probes only)
26 Specific Capacity 2006 vs 2007 Many probes showed little change Increased flow mostly in 9 and 12 ft probes Decreased flow mostly in shallow (6 ft) probes
27 Reproducibility 2 blind duplicates to each of 4 Labs About 15% RPD within a lab Up to factor of 2 variation between labs Average of 8 samples: benzene = 17 ppmv Sampled 3 weeks later: benzene = 15 ppmv
28 Comparison of Inter-Lab Duplicates Strong positive correlation over 6 order of magnitude: indicates good data quality 1:1 line Some possible matrix interference issues - coelution Concentrations in ppbv
29 Helium Tracer Data 100% 90% 80% 70% First Round Second Round Percent Leakage 60% 50% 40% 30% 20% 10% 0% Probe Number 21 of 270 samples had leaks >5% (100% passed shut-in test) All but two were corrected using Helium and Mass Balance
30 Sub-Slab Slab Oxygen (%) (June, 2007) 30
31 Sub-Slab Slab TVOC (µg/l)( TVOC is lowest where oxygen is highest 31
32 Long-Term Temporal Variability N-11 N-12 Depth Oct-06 Jun-07 Oct-06 Jun-07 6 ft bgs 9 ft bgs 12 ft bgs Benzene µg/m 3 <3.2 2, TPH µg/m 3 2,000 8,000,000 1,000 1,000,000 Oxygen % Benzene µg/m 3 40,000 41,000 12,000 16,000 TPH µg/m 3 46,000,000 40,000, ,000 2,000,000 Oxygen % Benzene µg/m 3 42,000 42,000 33,000 44,000 TPH µg/m 3 40,000,000 40,000,000 10,000,000 10,000,000 Oxygen % SS-1 SS-2 SS-3 Oct-06 Jun-07 Oct-06 Jun-07 Oct-06 Jun-07 Benzene µg/m 3 <48 <41 <12 <43 < TPH µg/m 3 10, ,000 10, ,000 10,000 1,000 Oxygen % and 12 ft deep samples are relatively stable 32
33 Short-Term Temporal Variability Day SS-1 SS-2 SS TPH µg/m 3 10, , , , ,000 Benzene µg/m 3 11 <190 <87 <68 <41 O 2 % TPH µg/m 3 600, , , , ,000 Benzene µg/m 3 <42 <130 <44 <61 <43 O 2 % TPH µg/m 3 1, , Benzene µg/m 3 <2.2 <2.8 < <2.3 O 2 % Range is generally a factor of 2 or so about the mean 33
34 Lessons from Case #2 Deep samples show much less spatial and or temporal variability compared to shallow samples Seasonal changes in rainfall affect shallow gas permeability, O 2 and hydrocarbons Short-term term variability is minimal by comparison Soil gas sampling in low K soil requires special care He tracer provided unique insight re. leaks Laboratory variability is minimal 34
35 Case Study #3 Deep Hydrocarbon Source 35
36 Vertical Profiles of O 2, CO 2, VOCs 36
37 Vertical Profiles Outside of Plume 37
38 38
39 Effect of Vapor Source Concentration and Depth Modeling Assumptions: Benzene source Sand soil Basement scenario λ = 0.79 h -1 Biodegradation is likely to have a significant effect on α for non-napl sources This effect is more pronounced for deeper sources For NAPL sources, effect of biodegradation on α may be minimal due to oxygen depletion L: source-foundation distance (Abreu et al., 2007) Attenuation Factor 1.E-02 1.E-03 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 1.E-09 1.E-10 Dissolved phase Vapor Source Concentration (mg/l) L = 1 m, λ = 0.79 (1/h) L = 3 m, λ = 0.79 (1/h) L = 10 m, λ = 0.79 (1/h) L = 10 m, No Biodegradation 39 L = 1 m L = 2 m All 3 sites match reasonably well to model predictions L = 2 m bgs, λ = 0.79 (1/h) L = 5 m, λ = 0.79 (1/h) L = 1 m, No Biodegradation NAPL L = 3 m L = 5 m L = 10 m
40 Lessons from Case #3 Deeper hydrocarbons undergo more degradation Vertical profiles of O 2 and CO 2 help identify biological activity Measured profiles match 1-D 1 D and 3-D 3 D Models Generic attenuation factors for hydrocarbon sites should be a function of source depth 40
41 Case Study #4: Long Term Seasonality in Soil Gas Data Sandy soil, water table at about 8 to 16 ft TCE in soil gas monitored spring & fall for > decade Soil gas samples from 5 ft bgs PID screening prior to sample collection
42 Conceptual Model
43 SGP12 SGP11 SGP10 SGP1 SGP5 SGP2 Former UST
44 Water Levels vs Time ~ 1 to 2 ft seasonal range in water level Generally < 2ft water table fluctuations
45 Spring TCE in Soil Gas Spring TCE vs Time? Mar-95 Sep-95 Mar-96 Sep-96 Mar-97 Sep-97 Mar-98 Sep-98 Mar-99 Sep-99 Mar-00 Sep-00 Mar-01 Sep-01 Mar-02 Sep-02 Mar-03 Sep-03 Mar-04 Sep-04 Mar-05 Sep-05 Mar-06 Sep-06 Mar-07 Time SGP1 SGP2 SGP5 SGP11 SGP10 SGP12 Mar-94 Sep-94
46 Late Summer TCE vs Time 7/17/96 1/17/97 7/17/97 1/17/98 7/17/98 1/17/99 7/17/99 1/17/00 7/17/00 1/17/01 7/17/01 1/17/02 7/17/02 1/17/03 7/17/03 1/17/04 7/17/04 1/17/05 7/17/05 1/17/06 7/17/06 1/17/07 7/17/07 Fall TCE in Soil Gas Time SGP1 SGP2 SGP5 SGP11 SGP10 SGP12
47 Spring&Fall TCE in Soil Gas All TCE Concentrations vs Time SGP1 SGP2 SGP5 100 SGP11 SGP10 SGP /1/94 9/1/94 3/1/95 9/1/95 3/1/96 9/1/96 3/1/97 9/1/97 3/1/98 9/1/98 3/1/99 9/1/99 3/1/00 9/1/00 3/1/01 9/1/01 3/1/02 9/1/02 3/1/03 9/1/03 3/1/04 9/1/04 3/1/05 9/1/05 3/1/06 9/1/06 3/1/07 9/1/07 Time
48 Lessons from Case #4 Seasonal variability can influence data ~10X at this site (shallow sandy soil) Is heating season always conservative? Annually, trends are consistent, so soil gas data are reproducible Decreasing trend over time due to remediation
49 Case Study #5: Deeper Soil Gas Samples for VOCs & SVOCs Layered Sandstone/Mudstone, water table at about 200 ft TCE, PCE and SVOCs in soil gas monitored for ~ decade Soil gas samples from 15, 45 and 63 ft bgs PID screening prior to sample collection
50 Conceptual Model Soil Gas Samples
51 Dec-07 Jun Depth = 15 ft bgs Jun-02 Dec-02 Jun-03 Dec-03 Jun-04 Dec-04 Jun-05 Dec-05 Jun-06 Dec-06 Sampling Date SVOC 1 SVOC 2 SVOC 3 SVOC 4 PCE TCE Dec-01 Jun-01 Dec-00 Jun-00 Jun-99 Dec-99 Concentration (ppb v)
52 Dec-07 Jun Depth = 45 ft bgs Jun-02 Dec-02 Jun-03 Dec-03 Jun-04 Dec-04 Jun-05 Dec-05 Jun-06 Dec-06 Sampling Date SVOC 1 SVOC 2 SVOC 3 SVOC 4 PCE TCE Dec-01 Jun-01 Dec-00 Jun-00 Jun-99 Dec-99 Concentration (ppb v)
53 Depth = 63 ft bgs VOCs & SVOCs low? Only SVOCs low? Dec-01 Jun-02 Dec-02 Jun-03 Dec-03 Jun-04 Dec-04 Jun-05 Dec-05 Jun-06 Dec-06 Jun-07 Dec-07 Sampling Date SVOC 1 SVOC 2 SVOC 3 SVOC 4 PCE TCE Jun-01 Dec-00 Jun-00 Jun-99 Dec-99 Concentration (ppb v)
54 Lessons from Case #5 Deeper soil gas samples show less seasonal variability than shallow soil gas samples SVOCs are as reproducible as VOCs Even with considerable care, occasional samples may have a bias
55 Case Study #6: Background Source Former DoD site (now reused - commercial) TCE and PCE > Screening levels in: 8 groundwater wells (1 to 3 events: ) 4 sub-slab slab samples (4 events: ) 2008) 6 indoor air samples (5 events: ) 2008) However: Ratio of TCE:PCE not consistent in SS and IA Higher TCE than expected in indoor air Businesses include electronics
56 Commercial Building Layout
57 HVAC Review and Monitoring Vent rate is sufficient to maintain slight positive pressure inside building
58 EPA TAGA Unit
59 Unit 180 Unit 80 TCE barely detectable (~0.1 ppbv) TCE ~1 ppbv PCE all <DL (<0.1 ppbv) Crack in Floor TCE ~1ppbv in Unit 80, but no increase at crack
60 Unit 60 Unit 50 Bathroom 1 Floor Drain Hole in Floor TCE ~3 ppbv TCE ~3pbv, but no increase above cracks or holes
61 Unit 70 Toolboxes warehouse office TCE ~3ppbv in warehouse, increase near toolboxes
62 Unit 105 Up to ~150 ppbv in warehouse Up to ~50 ppbv in office Up to 150 ppbv TCE in Unit 105 Warehouse Sub-slab TCE ~ 10 ppbv (vapor extrusion?)
63 Lessons from Case #6 Three different types of data (GW, SS, IA) may not be sufficient for a clear understanding Multiple Lines of Evidence includes: Comparison to expected attenuation factors Compound ratios (between media, over time) Building inventory Building HVAC operations Real-Time monitoring can resolve VI questions
64 Summary Each site has unique conditions, but vapor behavior is consistent with theory Otherwise: check conceptual model, data quality Customize assessment and data interpretation to site-specific specific conditions Lessons should be helpful for sites with less data
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