Presentation Overview · 2019-10-11 · 10/7/2019 1 10/03/19 NWEC Tacoma Urban Sites and Complex...
Transcript of Presentation Overview · 2019-10-11 · 10/7/2019 1 10/03/19 NWEC Tacoma Urban Sites and Complex...
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10/03/19NWEC Tacoma
Urban Sites and Complex Plumes: Importance of HRSC and CSM in Developing Effective In Situ Remedial Systems
Presentation Overview• Importance of CSM Development
• Define Source and larger Plume
• HRSC
• Urban Sites – Design Considerations
• Technology Selection/Remedial Approach
• Access Restrictions
• Development Timeline
• Question & Answer
• Case Studies
• Thermal and combined remedies at urban Sites – Eureka, Bothell and Schenectady
• Set Remedial goals/Expectations
• Addressing Critical Data Gaps
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Evaluate Current CSM For Addressing Matrix Back Diffusion Potential
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Fill Data Gaps with HRSC ‐MiHPT
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Estimate Contaminant Mass in Saturated Soil From Source To Plume
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Assess Remedial Options ‐In Situ design consideration and Technology Selection
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Set Remedial Expectations From % mass reduction to MCLs.
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Remediation Roadmap
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The Matrix Diffusion Challenge To Setting Remediation Expectations
• Low K zones serve as ongoing sources of contamination separate from the initial source and throughout the plume footprint
• This source persists for long time periods
• Concentrations in permeable zones rebound following remediation of those zones using some in situ technologies….. But not all
• Thermal is the only technology that addresses source zones, with no rebound post-remediation
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The Matrix Diffusion Challenge To Setting Remediation Expectations
• Assumption that remediation technologies will either cleanup site to drinking water standards or these technologies will allow the residual contaminants be treated or managed by inexpensive institutional controls and/or MNA.
• Advection-dispersion models are commonly used to predict how quickly plumes dissipate after remediation, however very few sites have considered matrix diffusion in this analysis
• Most are overly optimistic!
The Issue
High mass impacted sites in Urban environments present a unique challenge for In Situ Remediation technologies and approaches
• Spectrum of Contaminant Species Present and associated physio‐chemical properties
• CVOCs• BTEX• TPH‐g• TPH‐mo• 1,4 Dioxane
• Multiple phases exist in the subsurface simultaneously and co‐located
• Aqueous (dissolved phase)• LNAPL• DNAPL• Mass sorbed to the soil matrix
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Matrix diffusion has the potential to sustain dissolved contaminant concentrations in groundwater after the source has been removed or after removal and isolation of contamination from the transmissive compartment.
Sustained dissolved contaminant concentrations in groundwater after the source has been removed
Address the Source
• Find the mass• Direct Push Tooling• Advanced Data management and
Modelling• Make sure source zone boundaries
are properly delineated
• Address the Source• Address the Plume
Not necessarily independent of each other
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The Solutions
Combined In Situ Remedial Designs
ISTR Technologies
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Conceptual Model of Typical ISTR System
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Section TitleBothell, WA ERH combined with Bio‐recirculation and Bio‐stimulation
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Bothell, WA – BSCSS Site – ERH and Bio-Recirculation
Bio‐Recirculation Zone
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ERH TREATMENT AREA
Bothell, WA – BSCSS Site – ERH and Bio-Recirculation
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Source Zone Identification
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ERH/Heat Enhanced Bio Project
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Design ConsiderationsSubsurface Electrodesin the Street
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Post Thermal Heat Enhanced Bio‐recirculation system
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Design Considerations
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ISTR SOURCE ZONE REMEDIATION – FINAL RESULTS
Pre‐Thermal Soil Sampling – 3,504,000‐ppb avg PCE Post‐Thermal Soil Sampling – 37.9‐ppb avg PCE
99.9989% Reduction
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ERH/Heat Enhanced Bio Project
Source Zone ERH Treatment Dissolved Phase PlumeEnhanced Bio Treatment
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Section TitleSchenectady, NYHRSC to inform Remedial System Design
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Case Study – Using HRSC to Optimize Design
SVE Wells: 96
DPE Wells: 56
Heaters: 143
AIWs: 286 (nested)
TMPs: 16
TCH Project: Schenectady, NY35⁰C - Heat Enhanced SVE & Biodegredation
Main objective: Reduce all COCs to below 1,000 mg/kg (from 15,000 mg/kg)
• Thermally enhanced bio and SVE
• BTEX and phenols
• 20‐ft TCH spacing
• WaterlooAPS used to optimize
• 1+ year of heating
• 70% of site met goals after 9 months
• Final polishing steps took project to just over 1 year of operations
• Project goals met 09/05/18
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Section TitleQuestions?
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