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Arkema EECA

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Arkema EECA – PowerPoint PPT presentation

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Title: Arkema EECA


1
  • Arkema EE/CA
  • Draft Work Plan Meeting

June 26, 2007 Seattle, Washington
2
Outline
  • Mass Removal Approach
  • Why Mass Removal ?
  • What constitutes Mass Removal ?
  • How do we benefit from Mass Removal?
  • Where does Mass Removal fit into the PH RI/FS ?
  • General Comments on EPA revised EE/CA Work Plan

3
Why a Mass Removal Approach?
  • Significantly reduces risk
  • Risk decreases with decrease in contaminant
    mass/concentration
  • Remediates most significant mass in sediment
    associated with Arkemas former operation
  • Highly effective
  • Proven technology
  • Consistent with NTCRA Guidance and LWG RI/FS
  • Recommended by EPA team members
  • Precedence
  • Greens Bayou, Fox River, Grasse River, Great Lakes

4
Why a Mass Removal Approach? (cont.)
  • Public support
  • Majority DDx mass in discrete area
  • Addresses other Portland Harbor COIs
  • Consistent with EPAs iterative, adaptive
    management approach
  • Engineering-based removal action
  • Consensus approach expedites project

5
What is the Mass Approach?
  • Compile 230 data points
  • All sediment data
  • Establish model domain
  • Convert from mg/kg to mass per unit volume
  • Perform 3D kriging with C-Tech EVS Software
  • Calculate volumes with ArcGIS

6
Still of Grid Etc
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What is the Mass Approach? (cont)
  • Establish isovolumes to identify the distribution
    of DDx in sediments
  • Approx. 1000, 100, 10, 5, 1, 0.1 and 0.035 mg/kg
    (EPAs stated objective 0.035 mg/kg DDx SLV
    x1000)
  • Calculate total mass per concentration level

11
EVS Model Plan View
12
EVS Model View to NW
13
EVS Model View to N
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What is the Mass Approach? (cont.)
  • Calculate preliminary dredge volumes per each
    isovolume contour
  • Calculate Total DDx mass removed per volume
    dredged
  • Compare Total DDx mass versus volume
  • Estimate different mass removal scenarios
  • Establish breakpoint between mass of DDx and
    sediment volume

25
Dredge Prism Calculations
26
1,000 mg/kg 7 DDx Mass 3,500 cu yds
100 mg/kg 56 DDx Mass 19,000 cu yds
10 mg/kg 89 DDx Mass 73,000 cu yds
5 mg/kg 92 DDx Mass 110,000 cu yds
1 mg/kg 96 DDx Mass 280,000 cu yds
0.1 mg/kg 99.7 DDx Mass 830,000 cu yds
0.035 mg/kg 100 DDx Mass 1,300,000 cu yds
27
1,000 mg/kg 7 DDx Mass 3,500 cu yds
100 mg/kg 56 DDx Mass 19,000 cu yds
10 mg/kg 89 DDx Mass 73,000 cu yds
5 mg/kg 92 DDx Mass 110,000 cu yds
1 mg/kg 96 DDx Mass 280,000 cu yds
0.1 mg/kg 99.7 DDx Mass 830,000 cu yds
0.035 mg/kg 100 DDx Mass 1,300,000 cu yds
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Dredge Volume v. Mass Removal
31
Break Point Graph
32
1,000 x SLV Total DDx - Surface
33
1,000 x SLV Total DDx - Subsurface
34
1,000 x SLV All COIs - Surface
35
1,000 x SLV All COIs - Subsurface
36
How Do We Benefit from Mass Removal?
  • Significantly reduces DDx mass
  • Significantly reduces associated risk
  • Expedites removal action
  • Measures effectiveness
  • Frees up resources
  • Meets RAOs
  • Meets 11 principles
  • Meets guidance
  • Public support
  • Residual risk addressed by RI/FS
  • Resolves dispute

37
Where does Mass Removal fit into the Portland
Harbor RI/FS ?
  • Remediates Arkema DDx hotspot
  • Compatible with PH RI/FS and RA
  • The NTCRA is one of a series of response actions
    where a completed RI will be available
  • Advances the goal of the Superfund Accelerated
    Clean Up Model to include substantial,
    prioritized risk reduction
  • An integral part of an adaptive-management
    approach at a contaminated sediment megasite
    where dredging is the preferred alternative

38
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