MGP 2012
Sault Ste. Marie MGP Sediment Remediation: A Public-Private Partnership Under the Great Lakes Legacy Act Ed Sloan Marquette, Michigan
Former Sault Ste. Marie MGP - 1937 • MGP Site • Hickler Bros. Foundry and Marine • Soo Warehouse
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MGP Gas Holder and Hickler Bros. - 1929
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Site Photo – Present Day
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MCM Marine Floating Dry Dock Soo Warehouse Hickler Brothers Foundry and Marine
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GLLA – St. Marys River Former MGP • Approximately 35,000 cubic yards of contaminated sediment • Primary contaminant of concern – Polycyclic Aromatic Hydrocarbons (PAHs) • Non-federal sponsor – Consumers Energy Company • Multiple potential sources of PAHs identified in AOC near the GLLA project site • Initial contaminated sediment removal conducted solely by Consumers Energy in 2005 (7,300 cubic yards removed) • Phase I GLLA removal completed in 2010 (7,800 cubic yards) • Phase II GLLA removal completed for 2011 (20,000 cubic yards)
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Project Stakeholders • Consumers Energy • U.S. Environmental Protection Agency (USEPA) • City of Sault Ste. Marie • Michigan Department of Environmental Quality (MDEQ) • Bi-National Public Advisory Council (BPAC) • Sault Tribe of Chippewa Indians • MCM Marine
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Sediment Investigation (2001 through 2009)
Barge Mounted Drill Rig Vibracore and Ponar
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On-Shore MGP Remediation Tar Tank Demo
Separator Tank Demo
Pier Demo, Re-Design, and Construction
Shoreline Restoration
Sediment Removal Design and Support Activities • Geotechnical Evaluations • Structural Stability Modeling and Monitoring • Dredging effect on existing structures • Temporary Shoring Design and Monitoring • Conventional and Hydrographic Surveyors and Vessels • Geographic Information System Specialists
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Phase I GLLA Sediment Removal (2010)
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Phase I GLLA Sediment Removal (2010) Modified Clamshell Bucket
Containment Pad
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Phase I GLLA Sediment Removal (2010)
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Phase I GLLA Sediment Removal (2010)
Turbidity Curtain and Oil Boom (Native Clay Layer)
Background Turbidity of St. Marys River 0 to 5 NTUs
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Phase I GLLA Sediment Removal (2010)
Water Treatment - Frac Tanks - Bag Filters - Organo-Clay - Tri-Carb - 2 Canister Carbon Polish - Discharge to Sanitary Sewer
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Clean-up Criteria Development • Over 100 sediment sample locations (Surface and Cores) within the dredging footprint • Began with evaluation of historical PAH (16) data [22.8 ppm Total PAHs – MacDonald 2000, Probable Effects Concentration (PEC)}. • Gathered additional samples for analysis of PAH (16), PAH (34), and Pore Water (University of North Dakota Lab). • Conducted a statistical analysis of data to derive clean-up criteria applicable to the site (115 ppm total PAH 16 – less than 1 toxic unit). • Utilized multiple lines of evidence (visual contamination, thick soft sediment deposits, pore water PAH data, whole sediment PAH data) to propose the final dredging outline.
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Phase II Sediment Removal - Area Based on TU>1, PAHs >115 ppm, Visible, and Soft Sediment
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Phase II GLLA Sediment Removal (2011) • • • •
Federal Navigation Channel River Current and Level Changes Ship Traffic Working Dry Dock and Marine Contractor
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Phase II GLLA Sediment Removal (2011) Offloading to Containment Pad Hopper Barge
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Phase II GLLA Sediment Removal (2011)
• 12 CUYD Cable Arm • Dredging to Hopper Barge
Truck Loading (Sediment Dried with Lime and Sawdust)
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Verification Sampling and Residual Cover
• Over 50 verification samples were collected in the dredge footprint • Samples verified that soft sediment was removed to the target native clay layer • Areas with PAH levels above clean-up targets received residual sand cover
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Water Treatment
Thank You
Edward J. Sloan Senior Project Manager 906-226-4983
[email protected]