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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 />PROJECT NO. AS190583A-08 MAY 21, 2025 FINAL 89 <br /> <br />leaching from the OMS area soil at levels that result in exceedances of the groundwater <br />PCLs, subject to long-term groundwater monitoring. <br />6.5.1.2.4 Un-Ionized Ammonia <br />One sample of groundwater collected from Unit A contained a concentration of un-ionized <br />ammonia slightly greater than the 0.035 mg/L PCL (0.068 mg/L in September 2012 <br />sample from well REC1-MW-09); however, the concentrations of un-ionized ammonia <br />detected in this well during the two subsequent sampling events were less than the PCL <br />(Table 6-22). The highest detected concentration was less than the biological no <br />observable effects concentration (NOEC) of 0.46 mg/L for un-ionized ammonia used in <br />the Dredged Material Management Program (DMMP) (Kendall and Barton, 2004). The <br />detected concentration is within the range of background concentrations for Puget Sound <br />sediments (up to 0.2 mg/L; USGS, 2010). <br />Detected concentrations of un-ionized ammonia were below the PCL in all samples from <br />the other Unit A shoreline wells MW-01, MW-02, REC7-MW-03, and REC7-MW-04, <br />and in samples collected from SEEP-01 (Table 6-12; Figure 6S-3). <br />6.5.1.3 Summary for Unit A <br />Unit A Groundwater PCL exceedances are detected for copper, mercury, and nickel at <br />scattered locations across Unit A. None of the exceeding metals are consistently detected <br />in any well, and the magnitudes of exceedance are generally low. Notably, a low-level <br />mercury exceedance was detected in only one groundwater sample across the entire unit, <br />and not at a shoreline well. A marginal copper exceedance was detected inconsistently in <br />groundwater samples from one of six shoreline monitoring wells, whereas nickel <br />exceedances are detected consistently in groundwater samples from five of six shoreline <br />monitoring wells. There are not elevated nickel concentrations detected in Unit A soil, and <br />the detected groundwater nickel concentrations are higher in shoreline wells than in inland <br />wells. The collective data suggest that the elevated shoreline groundwater nickel <br />concentrations may be attributable to release of naturally occurring nickel from sulfide <br />minerals interacting with oxygenated seawater within the aquifer’s tidal mixing zone. <br />There are no source concentrations of these metals identified in Unit A soil. <br />The highest concentration of total PCBs in soil in the Upland Area is located in a small <br />volume of soil at the southeast corner of the OMS area IA excavation that could not <br />practicably be removed during the second IA. Groundwater data collected from nearby <br />historical OMS area well OMS-MW-02 did not identify detectable PCB concentrations <br />indicating that, despite the small residual area with relatively high concentration in soil, <br />the leaching to groundwater pathway may not be a concern for PCBs in Unit A, subject to <br />long-term groundwater monitoring. <br />A low-level exceedance of un-ionized ammonia is detected in one of 23 shoreline <br />groundwater samples collected from Unit A, but the detected concentration was not <br />reproduced in subsequent sampling. <br />The existing analytical data for Unit A soil and groundwater provide sufficient <br />information for the development and evaluation of cleanup action alternatives in <br />accordance with MTCA.
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