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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
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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 />78 FINAL PROJECT NO. AS190583A-08 MAY 21, 2025 <br /> Removal of approximately 1,079 tons of soil contaminated with copper, mercury, and <br />PCBs. <br />The IA excavation areas are depicted on Figure 6-A1. <br />For Unit A, data collected from within the Warehouse Subarea are compared to the PCLs <br />derived for protection of commercial workers and data collected from outside of the <br />Warehouse Subarea are compared to the PCLs derived for protection of industrial <br />workers, as described in Section 5.3. <br />The unexcavated area within the western portion of the Bunker C ASTs area is where <br />Scott Paper conducted an independent soil cleanup in 1995, in conjunction with <br />decommissioning of the fuel ASTs (Scott Paper, 1995b). The geotextile placed beneath <br />import fill during the 1995 cleanup work was visible on the edges of the first IA <br />excavation. There were no soil TPH exceedances detected in samples collected within that <br />area during the Phase 2 ESA (Aspect, 2013a), or in the verification soil data collected on <br />the excavation sidewalls surrounding that area (Figures 6-A2 and 6-A3). During the Phase <br />2 ESA, prior to the first IA, groundwater TPH exceedances were detected in well MW-3, <br />but not in well MW-4; both wells are located within that unexcavated area. Large <br />quantities of groundwater were pumped from the Bunker C ASTs excavation during the <br />first IA, so the pre-IA groundwater data from this area are not representative of current <br />conditions. <br />During the first IA excavation, nonaqueous-phase liquid (NAPL) Bunker C oil was <br />observed amongst wood pilings that historically supported one of the fuel oil ASTs (see <br />photographs 5 and 6 in Appendix B to the IA Report; Aspect, 2015a). Residual NAPL was <br />also observed within the former oil conveyance pipeline that was removed. The observed <br />NAPL was removed as part of the first IA cleanup. A total of 170 verification soil samples <br />were collected within the Bunker C ASTs excavation area for analysis as part of the first <br />IA (Figure 6-A1). <br />As part of the shoreline pipe plugging effort during the second IA, a fuel line was <br />encountered during the removal of a stormwater catch basin west of the IA excavation <br />area (Fuel Line W shown on Figure 6-A1). The fuel line was capped beneath the catch <br />basin and determined to be an abandoned fuel-oil line that historically was connected to <br />the Bunker C ASTs area (Aspect, 2021). The entire 60-foot length of fuel pipe was <br />removed, and a total of 12 verification soil samples were collected from the sidewalls and <br />base of the trench excavation completed to remove the pipe. Also, during the second IA, <br />soil containing copper, mercury, and PCBs above their respective PCLs was removed <br />from the OMS area to a total depth of 5 feet bgs. The excavation was limited to the south <br />by the steep shoreline bank and a 36-inch-diameter wood stave pipe that is in the upper <br />portion of that bank. A total of 21 verification soil samples were collected from the limits <br />of the OMS area excavation (Aspect, 2021). <br />In addition to sampling and analysis conducted for the two IAs, soil and groundwater <br />samples were collected from 55 borings and monitoring wells completed within Unit A <br />(Figure 6-A1). Drill bit refusal occurred during the drilling of proposed monitoring well <br />REC1-MW-13, located inside the warehouse. The drill bit refusal prevented the
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