activated carbon-amended enhanced natural recovery (enr ... · activated carbon-amended enhanced...

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Activated Carbon-Amended Enhanced Natural Recovery (ENR): Results from the Lower Duwamish Waterway Pilot Study – Year 1 AUTHORS Victor S. Magar, Lis Castillo Nelis, Ramboll; Jason Conder, Geosyntec; Gretchen Heavner, Floyd Snyder; Cliff Whitmus, Wood; Rob Webb, Dalton, Olmsted & Fuglevand; Debra Williston, Jeff Stern, King County; Brian Anderson, Joe Flaherty, The Boeing Company; David Schuchardt, Peter D. Rude, Allison Crowley, City of Seattle; Joanna Florer, Port of Seattle BACKGROUND The use of activated carbon (AC) as a standalone in situ treatment, or to augment enhanced natural recovery (ENR), is an increasingly recognized remedy alternative to reduce the bioavailability of hydrophobic, bioaccumulative compounds. Studies have shown that the application of AC in contaminated sediment can reduce the bioavailability of organic chemicals to benthic organisms and higher trophic receptors by an order of magnitude or more. A pilot program is underway on the Lower Duwamish Waterway (LDW) (Seattle, Washington, USA) to test the use of AC to augment an ENR layer of sand or gravelly sand materials. GOALS • Verify that ENR amended with AC (ENR+AC) can be successfully applied in the LDW by monitoring physical placement success (uniformity of coverage and percent of carbon in a placed layer) • Evaluate performance of ENR+AC compared to ENR alone in locations with a range of PCB concentrations • Assess potential impacts to the benthic community in ENR+AC compared to ENR alone • Assess changes in bioavailability in ENR+AC compared to ENR alone • Assess the stability of ENR and ENR+AC in scour areas (such as berthing areas) METHODS This pilot project compares the effectiveness of ENR with ENR+AC in the Lower Duwamish Superfund Site, an active, urban, deep draft waterway subject to a range of flow conditions and sediment characteristics. Paired ENR and ENR+AC plots were placed in 3 separate 1-acre plots: one in the deeper navigation channel (subtidal plot), one in a berthing area subject to scour (scour plot) and one in an intertidal location subject to waves and wakes (intertidal plot). Construction took place November 2016 to February 2017, with oversight by USEPA Region 10 and USACE Seattle district. Figure 3. Study plots along the Lower Duwamish Waterway Each plot is composed of one ENR and one ENR+AC subplot. CONCLUSIONS • ENR and ENR+AC materials remain stable in 3 study plots 1 year after placement • PCB availability has decreased significantly • Monitoring will continue in Year 2 (2019) and Year 3 (2020) RESULTS Results presented here are the first annual results in a 3-year study. Figure 1. Total organic carbon results Boxes show first quartile, median and third quartile. Dots show data points. Carbon remains at levels of 1-3% in ENR+AC subplots in Year 0 (Y0) and Year 1 (Y1). Baseline was 2016, Year 0 was 2017, and Year 1 was 2018. 2.5 2.0 1.5 1.0 0.5 0.0 TOC (%) Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Intertidal Scour Subtidal ENR ENR+AC ENR ENR+AC ENR ENR+AC Intertidal plot Scour plot Subtidal plot 60 40 20 Total PCBs (µg/kg dw) Year One ENR ENR+AC ENR ENR+AC ENR ENR+AC Boxes show first quartile, median and third quartile. Dots show data points. Bulk sediment total PCBs in all plots in Year 1 (2018). There was no significant difference in PCBs between ENR and ENR+AC plots. Porewater PCBs decreased over 96% in the intertidal plot between baseline (2016) and year 1 (2018) as measured using SPMEs. Circles show raw data, boxes show the 25th and 75th percentiles, whiskers are the 10th and 90th percentiles, and the midline is the geometric mean. 100 10 1 0.1 [Cfree PCB] (ng/L) Intertidal plot Baseline Year 1 Baseline Year 1 ENR ENR+AC 31 28 1.1 0.49 P = 0.0022 96% decrease from baseline Can detect 74% decrease P = 0.0006 98% decrease from baseline Can detect 68% decrease The ENR+AC subplot had statistically lower porewater PCBs than the ENR subplot only in the subtidal plot, as measured using SPMEs. The intertidal and scour plots had a non-significant trend for lower PCBs in the ENR+AC subplots. Circles show raw data, boxes show the 25th and 75th percentiles, whiskers are the 10th and 90th percentiles, and the midline is the geometric mean. 100 10 1 0.1 [Cfree PCB] (ng/L) 0.89 1.4 1.1 0.49 P = 0.2863 Can detect 88% difference 9.6 3.8 ENR ENR+AC ENR ENR+AC ENR ENR+AC Intertidal Scour Subtidal P = 0.0626 Can detect 54% difference P = 0.0236 Can detect 22% difference LDW = Lower Duwamish Waterway AC = Activated carbon BC = Thermal black carbon NS = Native sediment ENR = Enhanced natural recovery TOC = Total organic carbon TVS = Total volatile solids LIST OF ACRONYMS/ABBREVIATIONS Representative SPI indicated stability of ENR and ENR+AC materials, with recolonization of benthic organisms and minor (0.6–2.5 cm on average) silt deposition A B Boxes show first quartile, median and third quartile. Dots show data points. Bulk sediment total PCB concentrations across all plots statistically significantly decreased from baseline (2016) to Year 1 (2018; p<0.001). 400 300 200 100 0 Total PCBs (µg/kg dw) Intertidal plot Baseline Year 1 Baseline Year 1 ENR ENR+AC Boxes show first quartile, median and third quartile. Dots show data points. Bulk sediment total PCB concentrations across all plots significantly decreased from baseline (2016) to Year 1 (2018; p<0.001). 400 300 200 100 Total PCBs (µg/kg dw) Subtidal plot Baseline Year 1 Baseline Year 1 ENR ENR+AC In the subtidal plot, porewater PCBs decreased 96% in the ENR+AC subplot between baseline (2016) and Year 1 (2018) as measured using SPMEs. Over the same time frame, the ENR subplot decreased 72%. Circles show raw data, boxes show the 25th and 75th percentiles, whiskers are the 10th and 90th percentiles, and the midline is the geometric mean. REFERENCES Amec Foster Wheeler Environment & Infrastructure, Inc., Dalton, Olmsted & Fuglevand, Inc., Ramboll, Floyd|Snider, and Geosyntec Consultants (Amec Foster Wheeler et al.), 2015a. Narrative Design Report, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. December. ____, 2015b. Construction Plans and Specification, Appendix D in Narrative Design Report, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. December. ____, 2016a. Quality Assurance Project Plan, Enhanced Natural Recovery/Activated Carbon Pilot Study Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. February. ____, 2016b. Quality Assurance Project Plan Addendum 1, Enhanced Natural Recovery/ Activated Carbon Pilot Study, Lower Duwamish Waterway, Baseline Ex-situ SPME Sampling at the Subtidal Plot. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. November. ____, 2016c. Construction Quality Assurance Project Plan (CQAPP) Addendum 1, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway, ENR Layer Thickness Measurement during Construction at the Subtidal Plot and Grade Stakes at Test, Intertidal, and Scour Plots. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. November. ____, 2017. Quality Assurance Project Plan Addendum 2, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway, Laboratory Bioaccumulation Study. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. May. ____, 2018a. Quality Assurance Project Plan Addendum 3, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway, Analytical Methods for Carbon Analysis and Sieving of Gravelly Sand ENR Substrate. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. January. ____, 2018b. Construction Report, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. June. Conder, J.M., La Point, T.W., Lotufo, G.R., and Steevens, J.A., 2003. Nondestructive, minimal disturbance, direct-burial solid phase microextraction fiber technique for measuring TNT in sediment. Environ. Sci. Technol. 37:1625-1632. Grossman, A., and Ghosh, U., 2009. Measurement of activated carbon and other black carbons in sediments. Chemosphere 75:469-475. Gustafsson, Ö., Haghseta, F., Chan, C., MacFarlane, J., and Gschwend, P.M., 1997. Quantification of the dilute sedimentary soot phase: Implications for PAH speciation and bioavailability. Environ. Sci. Technol. 31: 203-209. Lu, X., Skwarski, A., Drake, B., and Reible, D.D., 2011. Predicting bioavailability of PAHs and PCBs with porewater concentrations measured by solid-phase microextraction fibers. Environ. Toxicol. Chem. 30: 1109-1116. Oen, A.M.P., Janssen, E.M.L., Cornelissen, G., Breedveld, G.D., Eek, E., and Luthy, R.G., 2011. In situ measurement of PCB pore water concentration profiles in activated carbon-amended sediment using passive samplers. Environ. Sci. Technol. 45: 4053-4059. USEPA, 2014a. National Functional Guidelines for Inorganic Superfund Data Review. ____, 2014b. National Functional Guidelines for Superfund Organic Methods Data Review. ____, 2016. National Functional Guidelines for High Resolution Superfund Methods Data Review. Windward Environmental LLC (Windward), 2018. Baseline Surface Water Collection and Chemical Analyses Data Report, Draft. Submitted to EPA on December 3, 2018. Lower Duwamish Waterway Pre- Design Studies. Windward Environmental LLC, Seattle, Washington. Yang, Z., Maruya, K.A., Greenstein, D., Tsukada, D., and Zeng, E.Y., 2008. Experimental verification of a model describing solid phase microextraction (SPME) of freely dissolved organic pollutants in sediment porewater. Chemosphere 72: 1435-1440. You, J., Pehkonen, S., Landrum, P.F., and Lydy, M.J., 2007. Desorption of hydrophobic compounds from laboratory-spiked sediments measured by Tenax absorbent and matrix solid-phase microextraction. Environ. Sci. Technol. 41: 5672-5678. Intertidal plot Subtidal plot Boxes show first quartile, median and third quartile. Dots show data points. Bulk sediment total PCB concentrations across all plots statistically significantly decreased from baseline (2016) to Year 1 (2018; p<0.001). 50 40 30 20 Total PCBs (µg/kg dw) Scour plot Baseline Year 1 Baseline Year 1 ENR ENR+AC Scour plot All plots Figure 2. Black carbon plus activated carbon results Boxes show first quartile, median and third quartile. Dots show data points. Black carbon (Baseline), total volatile solids (TVS) (Year 0) and AC/BC (Year 1) results. Carbon remains at levels of 1-3% in ENR+AC subplots in Year 0 and Year 1. Baseline was 2016, Year 0 was 2017 and Year 1 was 2018. 3.5 3.0 2.5 2.0 1.5 1.0 0.5 0.0 BC + AC (% total mass) Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Baseline Y0 Y1 Intertidal Scour Subtidal ENR ENR+AC ENR ENR+AC ENR ENR+AC Monitoring is scheduled for 3 years to evaluate and compare ENR and ENR+AC performance in reducing the bioavailability of PCBs in the uppermost 10-cm surface layer. Monitoring events already completed include baseline sampling before construction, post-construction monitoring in January–February 2017, and the Year 1 monitoring event completed March–June 2018. Monitoring metrics include evaluation of ENR and ENR+AC stability, including the stability of AC in the ENR+AC layers, and PCB bioavailability using whole sediment and porewater (freely- dissolved) analyses, as well as biological conditions using sediment profile imaging (SPI). Figure 4. Sediment profile images before (A) and after (B) construction Figure 5. Whole sediment and dissolved (Cfree) porewater PCB concentrations Dissolved sediment PCB measurements Whole sediment PCB measurements Dissolved sediment PCB measurements In the scour plot, porewater PCBs decreased 90% in the ENR+AC subplot between baseline (2016) and Year 1 (2018) as measured using SPMEs. However, the ENR subplot only decreased by 7% but the cfree PCB porewater concentrations were equivalent to cfree PCB surface water concentrations (~1 ng/L) as measured by baseline studies (Windward 2018). 100 10 1 0.1 [Cfree PCB] (ng/L) Baseline Year 1 Baseline Year 1 ENR ENR+AC 8.5 P = 0.9000 7% decrease from baseline Can detect 56% decrease P = 0.0140 90% decrease from baseline Can detect 78% decrease 1.5 1.4 0.89 Scour plot 1000 100 10 1 [Cfree PCB] (ng/L) Baseline Year 1 Baseline Year 1 ENR ENR+AC 34 P = 0.0180 72% decrease from baseline Can detect 60% decrease P = 0.0001 96% decrease from baseline Can detect 44% decrease 100 9.6 3.8 Subtidal plot Whole sediment PCB measurements

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Page 1: Activated Carbon-Amended Enhanced Natural Recovery (ENR ... · Activated Carbon-Amended Enhanced Natural Recovery (ENR): Results from the Lower Duwamish Waterway Pilot Study – Year

Activated Carbon-Amended Enhanced Natural Recovery (ENR): Results from the Lower Duwamish Waterway Pilot Study – Year 1

AUTHORSVictor S. Magar, Lis Castillo Nelis, Ramboll; Jason Conder, Geosyntec; Gretchen Heavner, Floyd Snyder; Cliff Whitmus, Wood; Rob Webb, Dalton, Olmsted & Fuglevand; Debra Williston, Jeff Stern, King County; Brian Anderson, Joe Flaherty, The Boeing Company; David Schuchardt, Peter D. Rude, Allison Crowley, City of Seattle; Joanna Florer, Port of Seattle

BACKGROUNDThe use of activated carbon (AC) as a standalone in situ treatment, or to augment enhanced natural recovery (ENR), is an increasingly recognized remedy alternative to reduce the bioavailability of hydrophobic, bioaccumulative compounds. Studies have shown that the application of AC in contaminated sediment can reduce the bioavailability of organic chemicals to benthic organisms and higher trophic receptors by an order of magnitude or more. A pilot program is underway on the Lower Duwamish Waterway (LDW) (Seattle, Washington, USA) to test the use of AC to augment an ENR layer of sand or gravelly sand materials.

GOALS• Verify that ENR amended with AC (ENR+AC) can be

successfully applied in the LDW by monitoring physical placement success (uniformity of coverage and percent of carbon in a placed layer)

• Evaluate performance of ENR+AC compared to ENR alone in locations with a range of PCB concentrations

• Assess potential impacts to the benthic community in ENR+AC compared to ENR alone

• Assess changes in bioavailability in ENR+AC compared to ENR alone

• Assess the stability of ENR and ENR+AC in scour areas (such as berthing areas)

METHODSThis pilot project compares the effectiveness of ENR with ENR+AC in the Lower Duwamish Superfund Site, an active, urban, deep draft waterway subject to a range of flow conditions and sediment characteristics. Paired ENR and ENR+AC plots were placed in 3 separate 1-acre plots: one in the deeper navigation channel (subtidal plot), one in a berthing area subject to scour (scour plot) and one in an intertidal location subject to waves and wakes (intertidal plot). Construction took place November 2016 to February 2017, with oversight by USEPA Region 10 and USACE Seattle district.

Figure 3. Study plots along the Lower Duwamish Waterway

Each plot is composed of one ENR and one ENR+AC subplot.

CONCLUSIONS• ENR and ENR+AC materials remain stable in 3 study plots 1

year after placement

• PCB availability has decreased significantly

• Monitoring will continue in Year 2 (2019) and Year 3 (2020)

RESULTSResults presented here are the first annual results in a 3-year study.

Figure 1. Total organic carbon results

Boxes show first quartile, median and third quartile. Dots show data points.

Carbon remains at levels of 1-3% in ENR+AC subplots in Year 0 (Y0) and Year 1 (Y1). Baseline was 2016, Year 0 was 2017, and Year 1 was 2018.

2.5

2.0

1.5

1.0

0.5

0.0

TOC

(%

)

Bas

elin

e

Y0 Y1

Bas

elin

e

Y0 Y1

Bas

elin

e

Y0 Y1

Bas

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Y0 Y1

Bas

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Intertidal Scour Subtidal ENR ENR+AC ENR ENR+AC ENR ENR+AC

Intertidal plot Scour plot Subtidal plot

60

40

20

Tota

l PC

Bs

(µg/

kg d

w)

Year One

ENR ENR+AC ENR ENR+AC ENR ENR+AC

Boxes show first quartile, median and third quartile. Dots show data points.

Bulk sediment total PCBs in all plots in Year 1 (2018). There was no significant difference in PCBs between ENR and ENR+AC plots.

Porewater PCBs decreased over 96% in the intertidal plot between baseline (2016) and year 1 (2018) as measured using SPMEs. Circles show raw data, boxes show the 25th and 75th percentiles, whiskers are the 10th and 90th percentiles, and the midline is the geometric mean.

100

10

1

0.1

[Cfr

ee P

CB

] (n

g/L)

Intertidal plot

Baseline Year 1 Baseline Year 1

ENR ENR+AC

31 28

1.1

0.49

P = 0.002296% decrease from baselineCan detect ≥ 74% decrease

P = 0.000698% decrease from baselineCan detect ≥ 68% decrease

The ENR+AC subplot had statistically lower porewater PCBs than the ENR subplot only in the subtidal plot, as measured using SPMEs. The intertidal and scour plots had a non-significant trend for lower PCBs in the ENR+AC subplots. Circles show raw data, boxes show the 25th and 75th percentiles, whiskers are the 10th and 90th percentiles, and the midline is the geometric mean.

100

10

1

0.1

[Cfr

ee P

CB

] (n

g/L)

0.891.4

1.1

0.49

P = 0.2863Can detect ≥ 88%

difference 9.6

3.8

ENR ENR+AC ENR ENR+AC ENR ENR+AC

Intertidal Scour Subtidal

P = 0.0626Can detect ≥ 54%

difference

P = 0.0236Can detect ≥ 22%

difference

LDW = Lower Duwamish WaterwayAC = Activated carbonBC = Thermal black carbon

NS = Native sedimentENR = Enhanced natural recoveryTOC = Total organic carbonTVS = Total volatile solids

LIST OF ACRONYMS/ABBREVIATIONS

Representative SPI indicated stability of ENR and ENR+AC materials, with recolonization of benthic organisms and minor (0.6–2.5 cm on average) silt deposition

A B

Boxes show first quartile, median and third quartile. Dots show data points.

Bulk sediment total PCB concentrations across all plots statistically significantly decreased from baseline (2016) to Year 1 (2018; p<0.001).

400

300

200

100

0

Tota

l PC

Bs

(µg/

kg d

w)

Intertidal plot

Baseline Year 1 Baseline Year 1

ENR ENR+AC

Boxes show first quartile, median and third quartile. Dots show data points.

Bulk sediment total PCB concentrations across all plots significantly decreased from baseline (2016) to Year 1 (2018; p<0.001).

400

300

200

100

Tota

l PC

Bs

(µg/

kg d

w)

Subtidal plot

Baseline Year 1 Baseline Year 1

ENR ENR+AC

In the subtidal plot, porewater PCBs decreased 96% in the ENR+AC subplot between baseline (2016) and Year 1 (2018) as measured using SPMEs. Over the same time frame, the ENR subplot decreased 72%. Circles show raw data, boxes show the 25th and 75th percentiles, whiskers are the 10th and 90th percentiles, and the midline is the geometric mean.

REFERENCESAmec Foster Wheeler Environment & Infrastructure, Inc., Dalton, Olmsted & Fuglevand, Inc., Ramboll, Floyd|Snider, and Geosyntec Consultants (Amec Foster Wheeler et al.), 2015a. Narrative Design Report, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. December.

____, 2015b. Construction Plans and Specification, Appendix D in Narrative Design Report, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. December.

____, 2016a. Quality Assurance Project Plan, Enhanced Natural Recovery/Activated Carbon Pilot Study Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. February.

____, 2016b. Quality Assurance Project Plan Addendum 1, Enhanced Natural Recovery/ Activated Carbon Pilot Study, Lower Duwamish Waterway, Baseline Ex-situ SPME Sampling at the Subtidal Plot. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. November.

____, 2016c. Construction Quality Assurance Project Plan (CQAPP) Addendum 1, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway, ENR Layer Thickness Measurement during Construction at the Subtidal Plot and Grade Stakes at Test, Intertidal, and Scour Plots. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. November.

____, 2017. Quality Assurance Project Plan Addendum 2, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway, Laboratory Bioaccumulation Study. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. May.

____, 2018a. Quality Assurance Project Plan Addendum 3, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway, Analytical Methods for Carbon Analysis and Sieving of Gravelly Sand ENR Substrate. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. January.

____, 2018b. Construction Report, Enhanced Natural Recovery/Activated Carbon Pilot Study, Lower Duwamish Waterway. Prepared on behalf of Lower Duwamish Waterway Group, Seattle, Washington. June.

Conder, J.M., La Point, T.W., Lotufo, G.R., and Steevens, J.A., 2003. Nondestructive, minimal disturbance, direct-burial solid phase microextraction fiber technique for measuring TNT in sediment. Environ. Sci. Technol. 37:1625-1632.

Grossman, A., and Ghosh, U., 2009. Measurement of activated carbon and other black carbons in sediments. Chemosphere 75:469-475.

Gustafsson, Ö., Haghseta, F., Chan, C., MacFarlane, J., and Gschwend, P.M., 1997. Quantification of the dilute sedimentary soot phase: Implications for PAH speciation and bioavailability. Environ. Sci. Technol. 31: 203-209.

Lu, X., Skwarski, A., Drake, B., and Reible, D.D., 2011. Predicting bioavailability of PAHs and PCBs with porewater concentrations measured by solid-phase microextraction fibers. Environ. Toxicol. Chem. 30: 1109-1116.

Oen, A.M.P., Janssen, E.M.L., Cornelissen, G., Breedveld, G.D., Eek, E., and Luthy, R.G., 2011. In situ measurement of PCB pore water concentration profiles in activated carbon-amended sediment using passive samplers. Environ. Sci. Technol. 45: 4053-4059.

USEPA, 2014a. National Functional Guidelines for Inorganic Superfund Data Review.

____, 2014b. National Functional Guidelines for Superfund Organic Methods Data Review.

____, 2016. National Functional Guidelines for High Resolution Superfund Methods Data Review.

Windward Environmental LLC (Windward), 2018. Baseline Surface Water Collection and Chemical Analyses Data Report, Draft. Submitted to EPA on December 3, 2018. Lower Duwamish Waterway Pre-Design Studies. Windward Environmental LLC, Seattle, Washington.

Yang, Z., Maruya, K.A., Greenstein, D., Tsukada, D., and Zeng, E.Y., 2008. Experimental verification of a model describing solid phase microextraction (SPME) of freely dissolved organic pollutants in sediment porewater. Chemosphere 72: 1435-1440.

You, J., Pehkonen, S., Landrum, P.F., and Lydy, M.J., 2007. Desorption of hydrophobic compounds from laboratory-spiked sediments measured by Tenax absorbent and matrix solid-phase microextraction. Environ. Sci. Technol. 41: 5672-5678.

Intertidal plot Subtidal plot

Boxes show first quartile, median and third quartile. Dots show data points.

Bulk sediment total PCB concentrations across all plots statistically significantly decreased from baseline (2016) to Year 1 (2018; p<0.001).

50

40

30

20

Tota

l PC

Bs

(µg/

kg d

w)

Scour plot Baseline Year 1 Baseline Year 1

ENR ENR+AC

Scour plot All plots

Figure 2. Black carbon plus activated carbon results

Boxes show first quartile, median and third quartile. Dots show data points.

Black carbon (Baseline), total volatile solids (TVS) (Year 0) and AC/BC (Year 1) results. Carbon remains at levels of 1-3% in ENR+AC subplots in Year 0 and Year 1. Baseline was 2016, Year 0 was 2017 and Year 1 was 2018.

3.5

3.0

2.5

2.0

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+ A

C (

% t

otal

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Intertidal Scour Subtidal ENR ENR+AC ENR ENR+AC ENR ENR+AC

Monitoring is scheduled for 3 years to evaluate and compare ENR and ENR+AC performance in reducing the bioavailability of PCBs in the uppermost 10-cm surface layer. Monitoring events already completed include baseline sampling before construction, post-construction monitoring in January–February 2017, and the Year 1 monitoring event completed March–June 2018. Monitoring metrics include evaluation of ENR and ENR+AC stability, including the stability of AC in the ENR+AC layers, and PCB bioavailability using whole sediment and porewater (freely-dissolved) analyses, as well as biological conditions using sediment profile imaging (SPI).

Figure 4. Sediment profile images before (A) and after (B) construction

Figure 5. Whole sediment and dissolved (Cfree) porewater PCB concentrations

Dissolved sediment PCB measurements Whole sediment PCB measurements Dissolved sediment PCB measurements

In the scour plot, porewater PCBs decreased 90% in the ENR+AC subplot between baseline (2016) and Year 1 (2018) as measured using SPMEs. However, the ENR subplot only decreased by 7% but the cfree PCB porewater concentrations were equivalent to cfree PCB surface water concentrations (~1 ng/L) as measured by baseline studies (Windward 2018).

100

10

1

0.1

[Cfr

ee P

CB

] (n

g/L)

Baseline Year 1 Baseline Year 1

ENR ENR+AC

8.5P = 0.9000

7% decrease from baselineCan detect ≥ 56% decrease

P = 0.014090% decrease from baselineCan detect ≥ 78% decrease

1.5 1.40.89

Scour plot

1000

100

10

1

[Cfr

ee P

CB

] (n

g/L)

Baseline Year 1 Baseline Year 1

ENR ENR+AC

34

P = 0.018072% decrease from baselineCan detect ≥ 60% decrease

P = 0.000196% decrease from baselineCan detect ≥ 44% decrease

100

9.6

3.8

Subtidal plot

Whole sediment PCB measurements