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Standard
Steel & Metals Salvage Yard Click Here for Adobe PDF version of this page. |
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Excavation and stabilization was performed for all on-site contaminated soils. An on-site containment cell was constructed for the stabilized material. Included in the excavation was removal of soils below the water table in a smear zone area contaminated with PCBs. The new containment cell was constructed above the water table with the contamination level of the materials dictating their location in the cell. The cell was covered with a drainage geonet, liner and insulation. Final cover was several feet of select gravel. Drainage structures were placed at the site, and the cell was protected from the adjacent Ship Creek by a massive rip-rap erosion control structure designed for 1000 year flood event.
The
site was excavated in 40’ square by 6” deep layers that allowed
confirmation testing.
The area was dewatered and the water was pumped to a 70,000-gallon
holding tank prior to being treated and discharged. Lead-contaminated
material was treated with the patented MAECTITE® process that
utilizes a reagent that combines with the lead present in the soil to
chemically bind the lead into a new, stable form. 6,000 CY of lead-contaminated
soil were stabilized using the MAECTITE® process. PCB-contaminated
material was stabilized through solidification/encapsulation in a mix
with portland cement and fly ash.
Early
in the execution of the work, Wilder discovered large quantities of
unexploded ordnance (UXO) debris. UXO operations required extensive
planning, modifications to operations, protective systems for workers and
equipment, and effective coordination with owners, engineers, explosive
ordnance disposal teams from Elmendorf Air Force Base, and the Anchorage
Police. PCB-contaminated
water was removed from the smear zone area, pumped into a holding tank,
then processed through a treatment system consisting of a flocculation
tank, filters and final scrubbers of granulated activated carbon (GAC).
Over 500,000 gallons of water were treated and discharged. Wilder
excavated and constructed a massive rip-rap erosion control structure
(14,000 tons) to protect the consolidation cell from Ship Creek. Sheet
pile was driven to keep the creek bed in place during excavation.
Three acres of geonet, liner, and insulation, covered with three feet
of imported gravel was installed. Last updated March 20, 2002 |
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