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3815_PGSF WMVD Pkg 2_Vol 4-2_03.03.2026_BXWA_Certified
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3815_PGSF WMVD Pkg 2_Vol 4-2_03.03.2026_BXWA_Certified
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Entry Properties
Last modified
4/22/2026 2:55:34 PM
Creation date
4/22/2026 2:02:54 PM
Metadata
Fields
Template:
Contracts
Contractor's Name
KLB Construction, LLC
Approval Date
4/22/2026
Council Approval Date
4/8/2026
Department
Public Works
Department Project Manager
Randy Loveless
Subject / Project Title
PGSF West Marine View Drive Storm and Combined Sewer, Package 2 Volume 4.2
Tracking Number
0005222
Total Compensation
$0.00
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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ASPECT CONSULTING <br />PROJECT NO. AS190583A-08 MAY 21, 2025 FINAL 41 <br /> <br />4 Remedial Investigation Activities <br />In accordance with the RI/FS Work Plan (Aspect, 2013c) and subsequent Work Plan <br />Addenda described in Section 4.2, soil, groundwater, intertidal porewater, and air <br />sampling was conducted as part of the RI data collection program to assess the nature and <br />extent of contamination in the Upland Area. Aspect subcontracted with a Washington- <br />licensed resource protection well driller from Holt Services, Inc., to complete the soil <br />borings and monitoring wells in accordance with the requirements of Chapter 173-160 <br />WAC. Soil samples were obtained using direct-push drilling methods, and groundwater <br />samples were obtained from monitoring wells using low-flow sampling techniques. Soil <br />boring, monitoring well installation and development, and soil and groundwater sample <br />collection were completed in accordance with the Sampling and Analysis Plan (SAP; <br />Appendix A to the RI/FS Work Plan). <br />For the RI characterization (2013–2017), a total of 88 borings and 44 new monitoring <br />wells were completed. Six of the monitoring wells installed during the Phase 2 ESA and <br />damaged during mill demolition were also decommissioned and replaced for groundwater <br />sampling during the RI. In addition, collocated indoor air and sub-slab air samples were <br />collected two times at three locations within the warehouse along with samples of ambient <br />air from locations upwind of the warehouse. Over the course of four monitoring events of <br />variable scope, samples of intertidal porewater and seepage were collected at ten locations, <br />and water quality field parameters were collected at ten additional intertidal seepage <br />locations, along the Upland Area shoreline. <br />Demolition of the pulp/paper mill structures generated a very large quantity of concrete <br />and brick demolition debris, most of which was crushed to produce CM and then graded <br />as a surface veneer across roughly 32 acres of the Upland Area; all of the CM was <br />subsequently removed in 2020 as confirmed by DEA and as discussed in Section 4.5. A <br />substantial quantity of demolition debris was also profiled and disposed of off-Site, <br />including 552 tons of hazardous waste disposed of at the Chemical Waste Management <br />Subtitle C landfill in Arlington, Oregon, 6,884 tons of solid waste disposed of at Roosevelt <br />Regional Subtitle D landfill in Roosevelt, Washington, and 52 tons of concrete disposed of <br />at the CEMEX Glenwood Landfill in Everett Washington (subsequently purchased by <br />Cadman Inc.). In addition, 8,437 tons of asphalt was separated and recycled at Granite <br />Construction’s Smith Island Recycle facility in Everett, Washington, and a large quantity <br />of metals (steel, copper, titanium, aluminum, stainless steel) was separated and recycled. <br />The incorporation of the CM into the Site was conducted independently by K-C and was <br />not part of the work to be performed under Agreed Order No. DE 9476. However, <br />sampling of the demolition debris was included in the RI/FS Work Plan because it was <br />introduced to the Site as a new exposed environmental medium during mill demolition. <br />Following grading, 42 samples of the in-place CM (RM- series samples) were collected on <br />a systematic grid in accordance with the RI/FS Work Plan. In addition, seven samples of <br />stockpiled CM (CONC- series samples) were collected before the material was placed at <br />the surface within the footprint of the Bunker C AST IA excavation area, providing 49 <br />samples of the CM. Because that material was intended for use for backfill/grading in the
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