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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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Last modified
4/22/2026 2:55:34 PM
Creation date
4/22/2026 2:02:54 PM
Metadata
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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 81 <br /> <br />leaching value. However, the soil PCL for total cPAH (TMEQ) is based on protection of <br />groundwater (with groundwater protective of discharge to the East Waterway), and <br />following completion of the interim action, there are no groundwater cPAH exceedances <br />in wells downgradient of these soil exceedance locations, nor anywhere in Unit A <br />(Figure 6-A4). The groundwater data demonstrate empirically that the cPAH <br />concentrations in Unit A soil, as long as the warehouse remains as an effective cap, appear <br />to be protective of groundwater in accordance with MTCA, subject to future long-term <br />groundwater monitoring. <br />Naphthalene was detected in four Unit A soil samples at concentrations exceeding the soil <br />PCL (Figure 6-A6; Table 6-7). Two of these soil samples were located on the IA <br />excavation sidewall along the warehouse north wall, where inaccessible TPH-impacted <br />soil remains in place. The soil PCL for naphthalene is based on groundwater protection. <br />However, there are no naphthalene exceedances detected in groundwater from monitoring <br />wells located within or downgradient of the Warehouse Subarea during four or eight <br />rounds of monitoring following the IA soil excavation (Table 6-8). The groundwater data <br />demonstrate empirically that the naphthalene concentrations in soil, as long as the <br />warehouse remains as an effective cap, beneath the warehouse appear to be protective of <br />groundwater in accordance with MTCA, subject to long-term groundwater monitoring. <br />Although soil TPH concentrations exceed soil PCLs, groundwater TPH concentrations in <br />monitoring wells beneath, adjacent, and downgradient of the warehouse do not have <br />corresponding groundwater TPH exceedances with one exception: <br /> Along the south edge of the Bunker C ASTs Area IA excavation, the first groundwater <br />sample collected from well BCT-MW-103 following the IA contained TPH-G at a <br />concentration of 1,100 µg/l, which slightly exceeds the PCL of 1,000 µg/l. Detected <br />TPH-G concentrations in the subsequent seven samples collected from that well were <br />well below the PCL. <br />This groundwater data suggests that the initial exceedance is likely attributable to <br />hydrocarbons mobilized during the large-scale excavation that preceded the first round of <br />confirmational groundwater sampling. <br />The current groundwater TPH data appear to indicate empirically that the soil TPH <br />concentrations in the Warehouse Subarea, as long as the warehouse remains as an <br />effective cap, are protective of groundwater in accordance with MTCA (WAC <br />173-340-747(9)). Any additional groundwater monitoring requirements for this area will <br />be incorporated into the future long-term groundwater monitoring plan for the Site. <br />6.5.1.1.2 Warehouse Subarea Vapor Intrusion Assessment <br />The data collected as part of the VI assessment in the warehouse is provided on <br />Tables 6-15a–6-15d. Tables 6-15a, 6-15b, and 6-15c present the sub-slab soil gas and <br />indoor air data compared to industrial, commercial, and unrestricted screening levels, <br />respectively. Hydrocarbon concentrations detected during both rounds of indoor air <br />sampling within the ground floor of the Warehouse meet MTCA Method C indoor air <br />PCLs for industrial use (Table 6-15a). Hydrocarbon concentrations detected in samples of <br />sub-slab air collected below the floor slab also meet screening levels for industrial use.
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