Remedial Alternative Analysis Hickam Communities Remedial ...
Session 9 Linking the CSM to Remedial -...
Transcript of Session 9 Linking the CSM to Remedial -...
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 1
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Session 9
Linking the CSM to Remedial
Approaches and Applications
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Recognize that a wide variety of
remedial options exists
Know the four main types of
remedial options
Understand the link between a CSM
and remediation
Learning Objectives
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Remediation of
Contaminated Sites
Yesterday's innovations – where are
they now?
What is innovative today? Where are we
going?
Example case studies – tried and true
vs. new approaches
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 2
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Some Lessons Learned
Source Removal can be achieved by
Excavation
Soil Vapour Extraction (SVE), BUT
Have a good conceptual site model (CSM) that is robust and
science-based !
e.g., clays can be fractured; fractures can carry NAPL
SVE does not work below the water table
Groundwater chemistry is a critical component of the CSM
Improved parameters for petroleum hydrocarbons
Major ion chemistry and indicator parameters
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Key Elements of a Conceptual Site Model
Site History and Setting Historic and current operations and
practices
Potential Areas of Environmental
Concern
Potential Contaminants of Concern
Geology and Stratigraphy Regional and local
Overburden – sedimentary;
glaciology, depositional processes
Bedrock – lithologies, facies, fracture
networks, representative elementary
volume
Hydrogeology Aquifers and aquitards
Groundwater levels and elevations
Hydraulic gradients and velocities
Hydrogeologic boundaries
Contaminant Extent,
Plumes and Pathways Soil, Groundwater and Soil Vapour
Transport and Attenuation
Processes
Heterogeneity, Anisotropy and Scale
Receptors and Risk Terrestrial, aquatic, human
Routes of exposure
Toxicity and Dose
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Brainstorming exercise
Consider the Strawberry Hill site
Focus just on the dry cleaner (DNAPL) issue
Brainstorm possible remedial approaches for two
future use options
(see next slide)
Large Group Exercise
Large group discussion.
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 3
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Option A
Redevelopment of entire Strawberry
Hill mall
Condos and two levels of
underground parking over the
property footprint
Option B
Continue with the present site uses
Strawberry Hill Redevelopment
Options
Large group discussion.
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Large Group Discussion
Remember!
When
brainstorming, allideas are good
ideas!
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Any other ideas?
Large Group Debriefing
Debrief large group Discussion.
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 4
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Question:
What did you realize as we brainstormed
remedial options?
Answer:
Having a robust Conceptual Site
Model is critical!
Without this, you do not know
what remedial designs might work
Large Group Debriefing
Debrief large group discussion.
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Contaminant Zones
Reference: EPA, 1992
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Typical Remediation
Options
Manage Risks Monitor
Environmental and/or Human Health Risk Assessment
Source Removal Excavation or Dredging (off-site or on-site disposal; on-site treatment)
In situ treatment (e.g., Soil Vapour Extraction; Biodegradation; Chemical Oxidation, Thermal, etc.)
Source and/or Plume Control Hydraulic Methods (e.g., pump-and-treat)
Physical Control (e.g., sheet pile cut-off walls)
Biological Control
Permeable Treatment Walls
Combinations
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 5
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350 Ellis Street, Mountain
View California
Circa 1987
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MEW Superfund Site
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1000 ug/L
100 ug/L
10 ug/L
TCE Soil Vapour Survey - 350 Ellis Street
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Approaches 6
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Stratigraphic Cross Section
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The Solution –
Risk Management
• 100-ft deep soil
bentonite cut-off wall
• Pump-and-treat
• SVE
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Source Control – Hydraulic Containment
Examples of
hydraulic
containment
in plan and
cross section
Pumping well
Drain
Well within a barrier wall system
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Beyond Data Session 7 Remedial
Approaches 7
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19Törökszentmiklós
Groundwater Treatment Plant
TOR-1
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Water Treatment System
October 2006: P&T system reinstalled, SVE systems
extended, in-well stripping pilot test
Source: Ecosurvey, 2007
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350 Ellis Street Site Today
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 8
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And what was happening in
Vancouver??
The need for comprehensive contaminated sites legislation was
recognized soon after “EXPO ‘86” in Vancouver, once the Province
assumed responsibility and liability for the investigation and cleanup of
the Site...
Ca. 1990 Oct 2012
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Pacific Place Site A Risk Managed Solution:
Soil Excavation
Hydraulic Controls – pump& treat
Barrier Wall
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Thunder Bay, Ontario
Wood Preserving Site
xxxxxxxxxxxxxxxx
Area ≈136,400 m2
(34 acres)
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Beyond Data Session 7 Remedial
Approaches 9
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Installing Waterloo Barrier
Waterloo Barrier Wall installation through sand fill adjacent to rock fill containment berm.
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Waterloo Barrier – Thunder
Bay ON
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November 7, 2013
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Approaches 10
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Workshop Takenaka: CSM Test in May 2004
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Cutter Soil Mixing Test - Japan
Top of CSM
wall
In-situ clay
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North America’s First CSM Project
Vancouver Island
Convention Centre
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Beyond Data Session 7 Remedial
Approaches 11
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North America’s First CSM Project
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Vancouver Island
Convention Centre
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Source Control Permeable Treatment Walls
Source: Department of Earth Sciences, University of Waterloo
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 12
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Sulphate Reduction Wall,
Sudbury, Ontario
Treating Inorganics in Groundwater
• Small-scale studies have demonstrated
treatment of Cd, Cr, Cu, Fe, Ni, Pb, NO3, PO4, SO4
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PEC Site, Vancouver
November 7, 2013
Beyond Data Session 7 Remedial
Approaches 13
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Zero-Valent Iron Filings Wall,
Denver CO.
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Groundwater flow
Borehole location
SCHEMATIC FUNNEL AND GATE
Collector
Pit
Distributor
Pit
Slurry
Wall
Vent
Monitoring
Points
Groundwater
Flow
Fe
Filings
Reactor
Vessel
Impermeable
Slurry Walls
Reactive
“Gate”
Pit
Distributor
Pit
FUNNEL AND GATE CONSTRUCTION)
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Permeable Reactive Iron Gate
Monkstown,
Northern Ireland
November 7, 2013
Beyond Data Session 7 Remedial
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Total PAH Concentrations in Sediment (0m to greater than 8m Below River Bed)
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Caisson Dredging
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Approaches 15
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Meadow Avenue Remedial Works
Old Wharf
New Wharf
Engineered Cover
REF: APEGBC
Innovation Magazine
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Source Removal: LNAPL Recovery
LNAPL
extraction
well
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Source Removal
Why Excavation?
Excavation remains a common remedial strategy
Often preferred where:
Relatively small volumes
Non-hazardous material
Accessible without impractical level of effort
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Why Excavation?
But also selected because:
Landfill disposal costs remain relatively low
The technology requires a relatively short time frame
There is certainty in the outcome
Uncertainties in the investigation are revealed
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Hydrostatic case –LNAPL is like an iceberg
LNAPL Can Exist Below Water Table
This leaking diesel tank site was excavated
three times!!
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November 7, 2013
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Approaches 17
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Operator’s Perspective
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Soil Treatment Options
Landfills (on-site, off-site)
Confined Disposal Facility, ``CDF`` (e.g. ,
Hamilton Harbour)
Biological Treatment (e.g., biopiles)
Stabilization
Others
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Sydney Tar Ponds – After
Remediation
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Source Removal - In situ Treatment
Treats source zone in place (in situ)
No soil removal
Reduces mobility, toxicity or concentration of
contaminants
Often considered where simple excavation is
costly
e.g., demolition otherwise required to remove soil under
buildings or other large structures
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Biodegradation of Hydrocarbon
Plume
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In-situ Bio-Treatment
Typically uses native bacteria to biodegrade susceptible organics
Additives (nutrients, oxygen, bacteria) may be injected to enhance
the process
New developments with enzyme additives
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In-situ Treatment
Soil Vapour Extraction (SVE)
Withdrawal of soil vapours by vacuum pumps
Use drilled wells or trenches
Only useful for volatile compounds chlorinated solvents,
petroleum products
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IN SITU AIR SPARGING (IAS)
Typical IAS/SVE
compressor blower
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Skagway, Alaska USA
Full-Scale IAS/SVE System
Blower
Sparge wells
SVE Well
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Vacuum Enhanced Recovery (VER)
Also Known As: High-Vac Extraction
Bio-Slurping
Withdrawal of soil vapours, LNAPL product, and groundwater by vacuum pumps
Useful for volatile and semi-volatile compounds solvents, petrol, diesel, jet fuels
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VER System – rail yard
500, 000 L diesel fuel
plume
20 m below grade
Selected Remedial
Technology conventional pumping system
and VER system
Currently in operation
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In Situ Physical/Chemical Treatment
Injection of chemical
oxidants, surfactants, or
alcohols into source
zone Using drilled wells or
trenches
Usually works quickly, but
rarely removes 100% of
problem
Requires full contact
between injected chemicals
and contaminants
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Hydrogen Peroxide – Fentons’ Reaction
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Potassium Permanganate
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Beyond Data Session 7 Remedial
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In Situ Injection Micro-
Scale Iron
~50 nm
e-
C2HCl3 C2H6 + 3Cl-
Fe2+
5[H]
Pd0
Fe0
Bimetallic Nano-scale Particles
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ZVI
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• Injection requires stabilizers to
prevent agglomeration (e.g. soya milk)
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PRB with Zero Valent Iron – Alabama, 2010
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In Situ Soil Mixing with ZVI
- 2012
PCE dry cleaning site
northern Alberta
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Where are we going?
Michael Borda’s Top Five
1. Electro kinetic enhanced bioremediation (EK-Bio) - this is being
done by several groups in the US.
2. In Situ Thermal - not new, but can be applied to systems where matrix
diffusion is the issue, and therefore will be important in the future.
3. mZVI plus Bioremediation - work like we are doing using ZVI as an
enhanced bioremediation strategy.
4. Surfactant-Enhanced iSCO - There is a place for this type of
approach – but lots of hype (VeruSOL® by VeruTEK).
5. Bioremediation Using Enzymes - great potential for site-specific bio
solutions with custom enzymes (e.g., really cool stuff for PCBs)
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http://www.hollandenvironment.com
/project-services.html
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In Situ Thermal Treatment
In situ heating of soil using buried electrodes or steam injection
Vapors are extracted and treated
Contaminants are removed from sands, silts and clays
Examples:
Six-phase electrical heating
In situ destruction (e.g., Terra-Therm)
Heating elements
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In Situ Thermal - Soil Heating
x-Distance (m)
Ele
v.(m
)
0 5 10 15 200
2
4
6
8Section B-B'
degC
y-Distance (m)
Ele
v.(m
)
0 5 10 15 200
2
4
6
8
Section A-A'
X (m)
Y(m
)
0 5 10 15 200
5
10
15
20
185
160
135
110
85
60
35
10
Temperature (degC)
130 days
B B'
A
A'
CompFlow Simulation,Extraction à Chaleur, 130 jours
Extraction with heating, 130 days
x-Distance (m)
Ele
v.(m
)
0 5 10 15 200
2
4
6
8Section B-B'
degC
y-Distance (m)
Ele
v.(m
)
0 5 10 15 200
2
4
6
8
Section A-A'
X (m)
Y(m
)
0 5 10 15 200
5
10
15
20
185
160
135
110
85
60
35
10
Temperature (degC)
130 days
B B'
A
A'
CompFlow Simulation,Extraction à Chaleur, 130 jours
Extraction with heating, 130 days
Six-Phase
Electrical Heating
CompFlow Simulation
130 days
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A New Term – “Transition Sites”
"The complete removal of contaminants from groundwater at possibly thousands
of complex sites is unlikely, and no technology innovations appear in the near
time horizon that could overcome the challenges of restoring volatile organic
compounds to drinking water standards.
"At many of these complex sites, a point of diminishing returns will often occur
as contaminants in groundwater remain stalled at levels above drinking water
standards despite continued active remedial efforts.
We are recommending a formal evaluation be made at the appropriate time in
the life cycle of a site to decide whether to transition the sites to active or
passive long-term management.“
REF: National Academy of Sciences (2012, November 8). Clean-up of some U.S. contaminated
groundwater sites unlikely for MLA decades. ScienceDaily. Retrieved January 12, 2013, from
http://www.sciencedaily.com /releases/2012/11/121108131818.htm
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Technical Challenges
Consultants simplify to understand reality and seek
solutions A Conceptual Site Model is a good tool but is a simplification of reality
Nature is not always simple Heterogeneity is the rule – not the exception
Innovative approaches may manage rather than
remove the problem Many contaminated sites will require monitoring for many, many years
November 7, 2013
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End of Session 9
Linking the CSM to Remedial
Approaches and Applications
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Your major insights from the course?
Did the course meet your expectations?
What will you put into practice?
How will you share what you have
learned with others?
Course evaluations
Course Wrap-Up