TSCA PCB Demolition and Cleanup

Former Industrial Warehouse – Tacoma, WA

PCB cleanup background image

CRETE prepared a cleanup plan, construction drawings and specifications, and provided construction oversight for the demolition of an 117,000-square foot warehouse located near the head of the Sitcum Waterway in Tacoma, Washington. The site has had a variety of manufacturing uses which resulted in volatile organic compound (VOC) contamination in the soil and groundwater beneath the building. The building materials include interior and exterior PCB-containing paint and caulk. PCBs leached from the paint and caulk into the adjoining building material (concrete) and also migrated into the shallow soil adjacent to the building. CRETE worked with the Port of Tacoma to develop a strategy to segregate PCB-impacted materials from other building materials during building demolition to reduce disposal cost and avoid generating PCB Remediation Waste. PCBs in the building materials and surrounding soil trigger EPA TSCA and Washington State Dangerous Waste Regulations.

A fully-contained pilot abrasive blasting test was performed to evaluate the removal of paint with TSCA-level PCBs from building material surfaces. The results of the pilot testing determined that abrasive blasting technologies could not adequately remove TSCA-level PCB contaminated paint from building materials. As a result, the cleanup action used existing data to delineate TSCA level soil which eliminated the need to sampling during construction. In addition, the cleanup action utilized the 2013 TSCA reinterpretation to profile demolition wastes as PCB Bulk Product Waste, regardless of PCB concentrations. This pre-characterization of the demolition waste as suitable for Subtitle D landfill disposal eliminated the need for Subtitle C disposal and sampling during construction.

Building demolition and PCB soil cleanup were performed in late 2014 and early 2015 and the Port is currently using the site for truck queueing.

CRETE is continuing to support the Port through oversight of remedial investigation and feasibility study work being performed by a previous site operator under the MTCA VCP program. Soil and groundwater contamination with solvents and metals resulted from previous electroplating operations. This contamination has triggered an evaluation of indoor air quality and potential discharge of groundwater contamination to the Sitcum Waterway. In addition to the MTCA RI/FS support, CRETE is also supporting insurance and PLP cost recovery.

Work PerformedPCB-Containing Paint Removal Pilot Test

  • Regulatory negotiations – MTCA, TSCA
  • Cost Recovery
  • Upland cleanup design
  • PCB abatement pilot test
  • Permitting – construction stormwater
  • Construction plans and specifications
  • Construction oversight

Value Added

  • Used 2013 TSCA reinterpretation to save client significant demolition and disposal costs
  • Used pilot test to demonstrate most cost-effective abatement and demolition approach
  • Triggered additional investigations that demonstrated further soil and groundwater impacts caused by previous site operations
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MTCA RI/FS and Interim Action

Former Naval Shipyard – Tacoma, WA

Port industrial yard

CRETE completed the MTCA RI/FS in March 2016 under an Agreed Order. Investigation data was collected to allow future cost recovery from PLPs that performed shipbuilding and dismantling. The site is located at the end of the Blair-Hylebos peninsula in the Tacoma tide flats and is an aggregation of multiple smaller sites that are primarily driven by TPH impacts.

In reviewing work by previous consultants, CRETE was able to identify and correct several errors. CRETE was able to identify USTs that were previously mislocated. Work included execution of a tidal study to evaluate attenuation as groundwater migrates to a tidally-influenced water body, a detailed evaluation of TPH chromatograms to help identify likely sources, and a review of indoor air sampling data. Review of chromatograms identified sources of contamination for which cost recovery will be pursued. A review of air data determined that Port contamination was not responsible for any indoor air exceedances.

CRETE also prepared a UST Decommissioning Interim Action Work Plan. CRETE supported the Port in overseeing this work in Fall 2015 and incorporated the results of this work into the RI/FS report. CRETE is continuing to work on the Cleanup Action Plan and will support Consent Decree negotiations and perform the remedial design. Cleanup work is expected to be performed in 2018.

Work PerformedEBC drilling

  • Regulatory negotiations – MTCA
  • Upland RI/FS
  • Permitting – UST decommissioning
  • UST interim action
  • Indoor air evaluation
  • TPH fingerprinting

Value Added

  • Accurately mapped and located abandoned USTs that could not be located previously
  • Performed TPH fingerprinting to identify contaminant sources for cost recovery
  • Evaluated sub-slab, indoor, and ambient air quality to demonstrated client impacts were not a source of indoor air impacts
  • Negotiated use of groundwater sample preparation and analytical techniques to address sample interference and potential false positive results
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Sediment Source Control Action

Lower Willamette River – Portland, OR

Soil riverbank cleanup

CRETE prepared the design and bid documents for the removal, capping, and stabilization of 1,700 lineal feet of riverbank fronting an active steel mill on the eastern bank of the Lower Willamette River within the Portland Harbor Superfund Site. Work was conducted through a Voluntary Remedial Investigation Source Control Measures Agreement between Oregon Department of Environmental Quality and the Owner. Bank and beach material was impacted with PCBs and metals, with contamination extending landward of the river beneath the active steel mill. Complete removal of bank and beach material was restricted by the facility and in these areas the design included capping and stabilization. Excavation and disposal included about 17,000 cubic yards of contaminated material.

The design required a balance between a more robust rock armor stabilization that is necessary given the site geometry and the desire to adequately stabilize impacted soil in place, and providing a habitat benefit to the design. Critical plant operational facilities are in close proximity to the riverbank which restricted the ability to flatten or change the relatively steep slopes. Extensive geotechnical, seismic, and erosion analysis were conducted to ensure that the design would remain in place under dynamic conditions. The design required less conventional ways to provide habitat benefits. Elements such as minimizing the footprint of rock armor by making it as steep as practical, providing higher value habitat as close to the uphill and beach extents of the armor as practical and providing habitat enhancements to fringe areas of the site work. A large portion of the work was below ordinary high water which triggered extensive permitting and restrictions on the timing of construction activities. Construction associated with the remedial action began in July 2015 and was completed in early 2016.

Work PerformedEVRAZ riverbank backfill

  • Regulatory negotiations – Oregon DEQ
  • Permitting – in-water cleanup, construction stormwater
  • Shoreline and sediment cleanup
  • Construction plans and specifications
  • Construction oversight

Value Added

  • Negotiated and designed a shoreline cleanup that protected critical plant operations
  • Negotiated a self-mitigating cleanup

 

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