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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 ES-3 <br /> <br />Because Upland Area groundwater is not considered a potential source of drinking water, <br />the potentially complete exposure pathway for Upland Area groundwater to impact human <br />health and the environment is discharge of contaminated groundwater to sediment and <br />surface water of the East Waterway. While there are groundwater metals exceedances in <br />Upland Area shoreline wells, the empirical data from intertidal porewater and seep <br />sampling, most accurately representing groundwater at the point of discharge, indicates <br />that dissolved metals in groundwater do not pose a risk to the East Waterway. Similarly, <br />there are inconsistent, localized, and sporadic groundwater cleanup level exceedances of <br />TPH and polycyclic aromatic hydrocarbons (PAHs) in monitoring wells across the Upland <br />Area but no exceedances in shoreline groundwater or seeps. <br />Concentrations of un-ionized ammonia above the PCL are present in shoreline <br />groundwater in the northern portion of the Upland Area. NH3 concentrations were less <br />than the PCL at the six intertidal seep locations sampled, and at the three surface water <br />locations sampled immediately offshore of the Log Pond Area, consistent with those <br />waters being exposed to the atmosphere and thus oxygenated. <br />Feasibility Study <br />The FS is used to develop an appropriate final cleanup action for the Upland Area, based <br />on evaluation of a range of cleanup alternatives identified as applicable and technically <br />feasible approaches to achieve the applicable MTCA-required cleanup standards, taking <br />into account the effect of the prior interim actions. The FS follows a streamlined approach <br />in accordance with WAC 173-340-360(3)(d) and identifies a preferred Cleanup <br />Alternative that includes the completed interim actions plus targeted new components, <br />including contingent cleanup actions. <br />The preferred Cleanup Alternative consists of the following: <br /> The remedial actions already completed, and the 7.6 acres of cap remaining to be <br />installed as originally described in the second amendment to the Agreed Order <br /> Capping of the City’s Utility Property <br /> Long-term groundwater compliance monitoring in accordance with a Groundwater <br />Compliance Monitoring Plan approved by Ecology <br /> Long-term inspection and maintenance of the Upland Area environmental cap in <br />accordance with a Cap Inspection and Maintenance Plan approved by Ecology <br /> Institutional controls to be articulated in an environmental covenant filed with <br />Snohomish County, which includes preparation of a Soil and Groundwater <br />Management Plan approved by Ecology <br /> Financial assurances <br />Depending on the Port’s future use of the warehouse, the preferred Cleanup Alternative <br />also includes two contingent cleanup actions: <br /> If the warehouse is converted to commercial use, construction of a passive vapor <br />barrier across the building’s entire first floor; or
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