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In Situ Thermal Hydrolysis of 1,2-Dichloroethane (EDC) in Fine-Grained Soil: Pilot Test October 2014 Michael Singer/KNV ...

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In Situ Thermal Hydrolysis of 1,2-Dichloroethane (EDC) in Fine-Grained Soil: Pilot Test October 2014 Michael Singer/KNV

DOW CONFIDENTIAL - Do not share without permission

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Acknowledgements • Joanne West/Dow • Audrey Sidebottom/Dow • Jason Cole/CH2M HILL • Jake Eimers/CH2M HILL • Phil Smith/CH2M HILL • John Mason/CH2M HILL • Gary Hickman/CH2M HILL

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Agenda • Site Background • Hydrolysis of EDC • Pilot Study Approach • Heating History and Issues • Sampling Results • Summary and Conclusions

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Site Background

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Why the need for the project • Elevated EDC in soil and groundwater due to historical operations (former EDC product rail loading facilities) • Limited Access – cannot disrupt operational rail lines

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Page 5

Site Geology

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Extent of Contamination

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Page 7

Hydrolysis of 1,2-dichloroethane

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EDC Transformation • Neutral Hydrolysis – reaction with water at neutral pH conditions • EDC Hydrolysis • • • •

C2H4Cl2 (EDC) + 2H2O → C2H6O2 (ethylene glycol) + 2H+ + 2ClAbiotic production of ethylene glycol Ethylene glycol is biodegradable Temperature strongly accelerates hydrolysis rate

+ H2O EDC

Ethylene Glycol DOW CONFIDENTIAL - Do not share without permission

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Thermal Hydrolysis Lab Test • 2008 Lab Study: • Site soil/groundwater • Closed batch reactors incubated at approx.:

EDC Mass Degradation Based on Degradation Products

• 20°C • 80°C • 100°C

• Monitored for EDC and abiotic degradation products (Cl-, glycol)

Thermal hydrolysis laboratory study conducted at CH2M HILL’s Applied Sciences Laboratory in Corvallis, Oregon to evaluate abiotic degradation of EDC in soil taken from site.

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Field Scale Pilot Test

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Field-scale Pilot Study Pilot Objectives: 1. To reduce the concentration of EDC in soil at Block 270 Former Railcar Loading Area. 2. Develop a better understanding of the effectiveness and applicability of in situ thermal hydrolysis as a remedial technology for EDC 3. Provide operational data to help optimize the design and operation of future in situ thermal hydrolysis at other sites. 4. Target Concentrations: 500 mg/kg in soil DOW CONFIDENTIAL - Do not share without permission

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Electrical Resistance Heating     

Alternating current is applied to subsurface electrode arrays Electrical resistance of the soil generates heat ERH relies on water for electrical conductance SVE for contaminant recovery when needed Temperature limited to boiling point of water at local pressure

Typical energy applied – 200 to 300 kW-hrs/cy DOW CONFIDENTIAL - Do not share without permission

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Site Layout • 24 vertical electrodes • 15 Monitoring Locations (Temperature, Water Samples) • Initial target temp.: 60°C • Depth: 2-7 m interval • Target area: ~16m x 27m • Treatment Soil Volume: 2,160 m3

Water Tank Power Distribution Panel

Heat Water Control System Trace DOW CONFIDENTIAL - Do not share without permission Panel

Page 14

Site Photos Site Preparation

Electrode Connections

Site Looking Southwest

Monitoring Well

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Page 15

Heating History and Issues

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Average Subsurface Temperature 100

Unexpected Observations:

Electrodes dried/multiple tap changes and modifications

90

Multiple daily shutdowns Multiple tap changes

80

70 Average Temperature, Celsius

• Rapid response to system changes • Area near center of site difficult to heat

60 Water shutoff due to leak

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Dec.16 System Shutdown 40

30

20 24 hour shutdown 10

0

24 hour shutdown Mar.12 System Startup

Date

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Soil Temperatures Varied in Pilot Test Area • Differences in soil properties (EC)? • Unknown source of water in area?

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Sampling Results

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Sample Locations

Groundwater

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Groundwater Results - Summary Location Name 12MW0005-270

12MW0008-270

12MW0009-270

12MW0011-270

12MW0012-270

Sample Date

EDC (mg/L)

11-Mar-13

2510

34.1

31-May-14

19.3

127

11-Mar-13

71.9

96.2

31-May-14

56.3

158

28-Aug-13

1540

298

31-May-14

10.5

62.5

11-Mar-13

2590

26.8

31-May-14

0.0958

10.5

28-Aug-13

153

108

31-May-14

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192

Chloride (Cl) (mg/L) % Reduction ([O-E]/E)

-99%

-22%

-99%

-100%

-85%

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EDC vs. Chloride

MW05 Chloride

3000

250

2500

200

2000

150

1500 100

1000

50

500 0 1/26/13

5/6/13

8/14/13

MW08

2500 2000

150

1500 100

1000

50

500 8/14/13

11/22/13

3/2/14

6/10/14

0 9/18/14

EDC (mg/L)

200

Chloride (mg/L)

EDC (mg/L)

EDC

250

5/6/13

3/2/14

6/10/14

0 9/18/14

MW11

Chloride

3000

0 1/26/13

11/22/13

Chloride

3000

250

2500

200

2000

150

1500 100

1000

50

500 0 1/26/13

Chloride (mg/L)

EDC

Chloride (mg/L)

EDC (mg/L)

EDC

5/6/13

8/14/13

11/22/13

3/2/14

6/10/14

0 9/18/14

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EDC Vs. Temperature

3000

EDC (mg/L)

2500 2000 1500 1000 500 0 1/6/13

3/7/13

5/6/13

7/5/13 EDC

1000 500 0 1/6/13

3/7/13

5/6/13

7/5/13 EDC

9/3/13 11/2/13 1/1/14 Temperature

2500 2000 1500 1000 500 0 1/6/13

3/7/13

5/6/13

7/5/13 EDC

9/3/13 11/2/13 1/1/14

100 90 80 70 60 50 40 30 20 10 3/2/14

Temperature Deg C

1500

3000

EDC (mg/L)

2000

100 90 80 70 60 50 40 30 20 10 3/2/14

Temperature Deg C

EDC (mg/L)

2500

Temperature

MW011

MW08 3000

9/3/13 11/2/13 1/1/14

100 90 80 70 60 50 40 30 20 10 3/2/14

Temperature Deg C

MW05

Temperature

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Soil Results 4500 4000

600

EDC in Soil

500

3500 3000

400

EG, mg/Kg

EDC, mg/Kg

Ethylene Glycol in Soil

2500 2000 1500

300

200

1000 100

500 0

BH07

Pre-Test

BH08

Oct-13

BH09

Dec-13

BH10

0

BH07

BH08

Oct-13

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BH09

BH10

Dec-13

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Summary and Conclusions

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Summary and Conclusions • EDC Reduced in soil and groundwater (pilot test objectives met) • Indications that hydrolysis occurred • Some reductions may be result of other factors (volatilization?) • Uneven soil heating was a problem • Final soil and groundwater sampling underway this week • Wells are being slug tested to evaluated differences in hydraulic K across the site

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Factors affecting choice of in situ hydrolysis • Only appropriate for chemicals that hydrolyze at relatively low temperatures (for example, EDC, 1,1,1-TCA) • Site hydrogeology (low groundwater flow velocities helpful in achieving target temperatures) • Site factors, such as access restrictions or presence of structures, that might preclude other approaches, such as soil mixing • Availability and cost of energy • Local infrastructure, especially occupied buildings

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EDC, Chloride, and Ethylene Glycol MW009 3000

90 80 70 60

2000

50 40

1500

30 1000

20

Ethylene Glycol, mg/L

EDC and Chloride, mg/L

2500

10

500

0 0 07/05/13

09/03/13

11/02/13

EDC

01/01/14

Chloride

03/02/14

Ethylene Glycol

05/01/14

-10 06/30/14 28