A Retrospective Analysis of Sustainability Metrics for Remedial Alternatives at 2 Sediment Remediation Sites
Amanda D. McNally, PE (AECOM) Frank J. Messina (ExxonMobil Environmental Services Company)
April 26, 2016
A Retrospective Analysis of Sustainability Metrics for Remedial - - PowerPoint PPT Presentation
A Retrospective Analysis of Sustainability Metrics for Remedial Alternatives at 2 Sediment Remediation Sites Amanda D. McNally, PE (AECOM) Frank J. Messina (ExxonMobil Environmental Services Company) 4 th International Conference on Sustainable
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1000 2000 3000 4000 5000 6000
Tons CO2
BMP reduction With BMPs
Reference: Lower Duwamish Waterway Feasibility Study (AECOM, 2012) Note: Unit emissions are given for a 10 acre site with 5 feet contamination depth, 50% volume creep, transportation to and disposal at Roosevelt Landfill, 50% open water disposal, and 50% beneficial reuse. BMPs include finer tolerances, maximize rail use, and use of biofuels in trucks
should be part of a Sustainability Assessment
and make informed decisions
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Phase 1 OU3 Construction Durations
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Remedial Alternative Dredge Volume (cubic yards) Dredge Area (acres) Cap Area (acres) PCB Mass Removal (kilograms) Cost Estimate (US million $) Construction Time (Years) Alt 1 1,732,820 493 207 33,100 $338 5 Alt 2 (EPA Selected) 2,651,730 493 45,600 $413 5 Alt 3 3,823,060 964 >63,500 $570 7
Most sustainable alternative determined in this assessment
References: Hudson River PCBs Reassessment RI/FS Phase 3 Report: Feasibility Study (December 2000); Hudson River PCBs Superfund Site Proposed Plan (December 2000)
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Remedial Alternative Dredge Volume (cubic yards) Dredge Area (acres) Cap Area (acres) PCB Mass Removal (kilograms) Cost Estimate (US million $) Construction Time (Years) Alt 1 (Dredge, 500ppb) 776,791 498 1,157 118.3 0.9 Alt 2 (Dredge, 1,000 ppb) (Selected) 586,788 328 1,111 99.9 0.7 Alt 3 (Cap to max. extent) 170,858 193 135 764 62.9 1.3
Most sustainable alternative determined in this assessment
References: Final Feasibility Study, Lower Fox River and Green Bay, Wisconsin Remedial Investigation and Feasibility Study (December 2002) ; Proposed Remedial Action Plan, Lower Fox River and Green Bay (October 2001)
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Impacts on Air Impacts on Soil Conditions Impacts on Ground & Surface Water Impacts on Ecology Use of Natural Resources & Waste Impacts on Human Health & Safety Ethics & Equality Neighborhood & Locality Communities & Community Involvement Uncertainty & Evidence Direct Economic Costs & Benefits Indirect Economic Costs & Benefits Employment & Employment Capital Induced Economic Costs & Benefits Project Lifespan & Flexibility
Color indicates pillar of sustainability: Environmental / Social / Economic The two footprint tools evaluate similar metrics and the results can be compared between the two. The AST tool also includes an ecological footprint metric. The third tool is qualitative and looks at environmental (blue), social (purple), and economic (green) considerations.
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0% 20% 40% 60% 80% 100%
(Normalized to highest impact alternative)
Selected Alternative
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0% 20% 40% 60% 80% 100%
(Normalized to highest impact alternative)
Alt 2. Rem -3/10/Select
Selected Alternative
Assessment Criteria Weight Remediation Option 1 2 3 Environ- mental Impacts on Air 2 10 6 2 Impacts on Soil and Ground Conditions 5 15 15 20 Impacts on Groundwater and Surface Water 3 12 9 9 Impacts on Ecology 4 12 12 8 Use of natural Resources and Waste 3 12 6 3 TOTAL 17 61 48 42 Social Impacts on Human Health and Safety 5 20 15 10 Ethics and Equality 3 6 9 9 Neighborhood and Locality 4 12 12 8 Communities and Community Involvement 4 20 20 20 Uncertainty and Evidence 2 8 8 8 TOTAL 18 66 64 55 Economic Direct Economic Costs and Benefits 2 6 4 2 Indirect Economic Costs and Benefits 2 2 2 4 Employment and Employment Capital 3 6 6 9 Induced Economic Costs and Benefits 3 3 3 3 Project Lifespan and Flexibility 5 15 20 20 TOTAL 17 61 48 42 Overall (Average) Sustainability Score 62.6 53.3 46.3
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0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% 1 2 3 4 5 Weighted Score (%) Remedial Option
Economic Environmental Social Overall
Most Sustainable Least Sustainable
Selected Alternative
On-site disposal of waste and social (quality of life indicators) were considered but not evaluated in the FS
Waste was pumped via pipeline as a trucking alternative Actual construction varied from the alternatives evaluated in FS for a variety factors Most sustainable alternative determined in this assessment
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indicators
cumulative sustainability rankings and weights
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