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www.earthcon.com © 2016 EarthCon Consultants, Inc. All rights reserved. This material may not be reproduced, displayed, modified or distributed without the express prior written permission of the copyright holder. Groundwater Plume Analytics for Assessing Remediation Effectiveness Joe A. Ricker, P.E.

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www.earthcon.com© 2016 EarthCon Consultants, Inc. All rights reserved. This material may not be reproduced, displayed,

modified or distributed without the express prior written permission of the copyright holder.

Groundwater Plume Analytics for

Assessing Remediation

Effectiveness

Joe A. Ricker, P.E.

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modified or distributed without the express prior written permission of the copyright holder.

Environmental ChallengesBUSINESS SOLUTIONS ®

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EarthCon Plume

Analytics

Analytics is the discovery and communication of

meaningful patterns in data. Especially valuable in areas

rich with recorded information, analytics relies on the

simultaneous application of statistics, computer

programming and operations research to quantify

performance. Analytics often favors data visualization to

communicate insight.

- From Wikipedia, the free encyclopedia

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Presentation Overview

• Groundwater Plume Analytics

• Ricker Method® Plume Stability Analysis

• Spatial Change Analysis

• Molar Data Analysis for Chlorinated Organics

• Well Sufficiency Analysis

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Groundwater Plume AnalyticsRicker Method® Plume Stability Analysis

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EarthCon Plume

Analytics

Ricker Method® Plume Stability Analysis

• Methodology published in Groundwater Monitoring &

Remediation 28, no. 4/ Fall 2008/pages 85–94

• Efficiently assimilates large volumes of historical data

into a concise and meaningful analysis

• Empirical evaluation of plume stability metrics

• Area

• Average concentration

• Mass

• Center of mass

• Plume spread of mass

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© 2016 EarthCon Consultants, Inc. All rights reserved. This material may not be reproduced, displayed,

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Capping of North PondRemediation of South

Pond CompleteSeasonal Operation of

Recovery Wells InitiatedSystem Shutdown

-250

-200

-150

-100

-50

0

50

1984 1985 1987 1989 1991 1993 1995 1997 1999 2001 2002 2004 2006 2008 2010 2012 2014 2016

Re

lati

ve C

han

ge (

m)

Phenol Center of Mass Movement (Upper Sand Unit)

Capping of North Pond Remediation of South Pond Complete

Seasonal Operation of Recovery Wells Initiated

System Shutdown

R² = 0.28

R² = 0.02

0

20

40

60

80

100

120

1984 1985 1987 1989 1991 1993 1995 1997 1999 2001 2002 2004 2006 2008 2010 2012 2014 2016

Spre

ad (

m)

Phenol Spread Trends (Upper Sand Unit)

Longitudinal Spread Transverse Spread

Decreasing Trend99% Confidence

Stable/No Trend

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Groundwater Plume AnalyticsSpatial Difference Analysis

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© 2016 EarthCon Consultants, Inc. All rights reserved. This material may not be reproduced, displayed,

modified or distributed without the express prior written permission of the copyright holder.

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© 2016 EarthCon Consultants, Inc. All rights reserved. This material may not be reproduced, displayed,

modified or distributed without the express prior written permission of the copyright holder.

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© 2016 EarthCon Consultants, Inc. All rights reserved. This material may not be reproduced, displayed,

modified or distributed without the express prior written permission of the copyright holder.

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modified or distributed without the express prior written permission of the copyright holder.

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modified or distributed without the express prior written permission of the copyright holder.

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Groundwater Plume AnalyticsMolar Data Analysis for Chlorinated Organics

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Theoretical Trends (Molar Basis)

Sum

PCE

TCE

DCE

VC

Theoretical Trends (Mass Basis)

Sum

PCE

TCE

DCE

VC

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PCE TCE DCEVinyl

Chloride Ethylene

165.83 131.40 96.95 62.50 28.05

}{One PCE Burger Four Patties

One TCE Burger

Weighs more than

{ } Three Patties

Analyzing by moles is like counting the number of individual burgers.

Analyzing by mass is like counting the overall weight of the burgers.

Chlorine Carbon Hydrogen

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20 Burgers 20 Burgers

5 Burgers 5 Burgers

5 Burgers 5 Burgers

Example 2: 100% PCE degrades to: 25% PCE; 25% TCE; 25% DCE; 25% VC

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.83 kg PCE 5 mol

0.00 kg TCE 0 mol 0.66 kg TCE 5 mol

0.00 kg DCE 0 mol 0.48 kg DCE 5 mol

0.00 kg VC 0 mol 0.31 kg VC 5 mol

3.32 kg 20 mol 2.28 kg 20 mol

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20 Burgers 20 Burgers

5 Burgers 5 Burgers

5 Burgers 5 Burgers

Example 2: 100% PCE degrades to: 25% PCE; 25% TCE; 25% DCE; 25% VC

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.83 kg PCE 5 mol

0.00 kg TCE 0 mol 0.66 kg TCE 5 mol

0.00 kg DCE 0 mol 0.48 kg DCE 5 mol

0.00 kg VC 0 mol 0.31 kg VC 5 mol

3.32 kg 20 mol 2.28 kg 20 mol

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20 Burgers 20 Burgers

5 Burgers 5 Burgers

5 Burgers 5 Burgers

Example 2: 100% PCE degrades to: 25% PCE; 25% TCE; 25% DCE; 25% VC

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.83 kg PCE 5 mol

0.00 kg TCE 0 mol 0.66 kg TCE 5 mol

0.00 kg DCE 0 mol 0.48 kg DCE 5 mol

0.00 kg VC 0 mol 0.31 kg VC 5 mol

3.32 kg 20 mol 2.28 kg 20 mol

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Theoretical Trends (Molar Basis)

Sum

PCE

TCE

DCE

VC

Theoretical Trends (Mass Basis)

Sum

PCE

TCE

DCE

VC

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20 Burgers 18 Burgers

4 Burgers 4 Burgers

4 Burgers 6 Burgers

Example 3: 100% PCE degrades to 20% PCE; 20% TCE; 20% DCE; 30% VC

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.66 kg PCE 4 mol

0.00 kg TCE 0 mol 0.53 kg TCE 4 mol

0.00 kg DCE 0 mol 0.39 kg DCE 4 mol

0.00 kg VC 0 mol 0.37 kg VC 6 mol

3.32 kg 20 mol 1.95 kg 18 mol

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20 Burgers 18 Burgers

4 Burgers 4 Burgers

4 Burgers 6 Burgers

Example 3: 100% PCE degrades to 20% PCE; 20% TCE; 20% DCE; 30% VC

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.66 kg PCE 4 mol

0.00 kg TCE 0 mol 0.53 kg TCE 4 mol

0.00 kg DCE 0 mol 0.39 kg DCE 4 mol

0.00 kg VC 0 mol 0.37 kg VC 6 mol

3.32 kg 20 mol 1.95 kg 18 mol

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20 Burgers 18 Burgers

4 Burgers 4 Burgers

4 Burgers 6 Burgers

Example 3: 100% PCE degrades to 20% PCE; 20% TCE; 20% DCE; 30% VC

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.66 kg PCE 4 mol

0.00 kg TCE 0 mol 0.53 kg TCE 4 mol

0.00 kg DCE 0 mol 0.39 kg DCE 4 mol

0.00 kg VC 0 mol 0.37 kg VC 6 mol

3.32 kg 20 mol 1.95 kg 18 mol

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Theoretical Trends (Molar Basis)

Sum

PCE

TCE

DCE

VC

Theoretical Trends (Mass Basis)

Sum

PCE

TCE

DCE

VC

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20 Burgers 26 Burgers

4 Burgers 6 Burgers

8 Burgers 8 Burgers

Example 4: Degradation with evidence of additional sourcing

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.66 kg PCE 4 mol

0.00 kg TCE 0 mol 0.79 kg TCE 6 mol

0.00 kg DCE 0 mol 0.77 kg DCE 8 mol

0.00 kg VC 0 mol 0.50 kg VC 8 mol

3.32 kg 20 mol 2.72 kg 26 mol

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20 Burgers 26 Burgers

4 Burgers 6 Burgers

8 Burgers 8 Burgers

Example 4: Degradation with evidence of additional sourcing

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.66 kg PCE 4 mol

0.00 kg TCE 0 mol 0.79 kg TCE 6 mol

0.00 kg DCE 0 mol 0.77 kg DCE 8 mol

0.00 kg VC 0 mol 0.50 kg VC 8 mol

3.32 kg 20 mol 2.72 kg 26 mol

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20 Burgers 26 Burgers

4 Burgers 6 Burgers

8 Burgers 8 Burgers

Example 4: Degradation with evidence of additional sourcing

Original Concentration Final Concentration

3.32 kg PCE 20 mol 0.66 kg PCE 4 mol

0.00 kg TCE 0 mol 0.79 kg TCE 6 mol

0.00 kg DCE 0 mol 0.77 kg DCE 8 mol

0.00 kg VC 0 mol 0.50 kg VC 8 mol

3.32 kg 20 mol 2.72 kg 26 mol

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Theoretical Trends (Molar Basis)

Sum

PCE

TCE

DCE

VC

Theoretical Trends (Mass Basis)

Sum

PCE

TCE

DCE

VC

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Theoretical Trends (Molar Basis)

Sum

PCE

TCE

DCE

VC

Theoretical Trends (Mass Basis)

Sum

PCE

TCE

DCE

VC

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Molar Trends: Plume A

This analysis requires fixed data points

within a fixed area for the purposes of

assessing relative changes of area,

average concentration, and mass

indicator over time. Therefore, any

created isopleth maps are not intended

to be a depiction or model of the actual

plume but rather is meant to show

conceptual behavior of the

aforementioned metrics over time.

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Molar Trends: Plume C

This analysis requires fixed data points

within a fixed area for the purposes of

assessing relative changes of area,

average concentration, and mass

indicator over time. Therefore, any

created isopleth maps are not intended

to be a depiction or model of the actual

plume but rather is meant to show

conceptual behavior of the

aforementioned metrics over time.

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Molar Trends: Plume B

This analysis requires fixed data points

within a fixed area for the purposes of

assessing relative changes of area,

average concentration, and mass

indicator over time. Therefore, any

created isopleth maps are not intended

to be a depiction or model of the actual

plume but rather is meant to show

conceptual behavior of the

aforementioned metrics over time.

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Groundwater Plume AnalyticsWell Sufficiency Analysis

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Reduced Network 1

MW01W

MW04

MW05

MW27

MW60

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Reduced Network 1

MW01W

MW04

MW05

MW27

MW60

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modified or distributed without the express prior written permission of the copyright holder.

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Reduced Network 2

MW01W

MW04

MW05

MW27

MW60

MW03R

MW41

MW43

MW45

MW47

MW49

MW62

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Reduced Network 2

MW01W

MW04

MW05

MW27

MW60

MW03R

MW41

MW43

MW45

MW47

MW49

MW62

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Trend via Mann-

Kendall

Trend via Linear

Regression

Relative Percent

Difference

Correlation

Coefficient

Very Strong Same Same <10% ≥0.9

Strong Same Same <20% ≥0.8

Marginal

Increasing/Stable

or

Decreasing/Stable

Increasing/Stable

or

Decreasing/Stable

<30% ≥0.7

Poor Increasing/Decreasing Increasing/Decreasing >30% <0.7

Ricker Method® Well Sufficiency Argument

Comparison of Original Network to Reduced Network

Primary Line of Evidence Secondary Line of EvidenceStrength of Argument

Well Sufficiency Analysis Argument

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Well Sufficiency Analysis Results

• Optimized Program

• Cr+6: 42 wells

• Other metals: 42 wells

• VOCs: 37 wells

• Every 3rd qtr monitoring

• Annual reporting

• Annual Cost: $29,190

• Original Program

• Cr+6: 76 wells

• Other metals: 84 wells

• VOCs: 84 wells

• Quarterly monitoring

• Quarterly reporting

• Annual Cost: $144,748

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Thank you for the opportunity to present

this information to you!

Joe A. Ricker, P.E.

[email protected]

(901) 337-1010

EarthCon Consultants, Inc.

8700 Trail Lake Drive West

Suite 101

Memphis, Tennessee 38125

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