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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 />54 FINAL PROJECT NO. AS190583A-08 MAY 21, 2025 <br />Monitoring of groundwater pH throughout the CM removal project was conducted as a <br />component of the second Interim Action to assess whether the action created an increase <br />in groundwater pH that posed a risk of migration to the East Waterway. The pH <br />monitoring was conducted in general accordance with the pH monitoring plan included as <br />Appendix E to the Work Plan for Second Interim Action (Aspect, 2019b). <br />Monitoring of 35 wells positioned downgradient of the active CM excavation work over <br />more than 4 months of CM removal documented no pH increase attributable to the CM <br />removal action. The collective pH monitoring data demonstrate that removing the more <br />than 250,000 tons of CM from the Site did not create migration of high-pH groundwater <br />toward the East Waterway. The pH monitoring is detailed in Appendix F to the Report for <br />Second Interim Action (Aspect, 2021). <br />4.6 MIE Geotechnical Explorations (2020-2022) <br />Between September 2020 and August 2022, Landau Associates completed three separate <br />phases of geotechnical investigation of the Upland Area on behalf of the Port to support <br />the MIE project. The work included advancement of 10 soil borings (MIE-SB-1 through <br />MIE-SB-10) to 30 feet bgs, 3 soil borings (B-1-2022 through B-3-2022) to 80 feet bgs and <br />excavation of 12 exploratory test pits to evaluate groundwater pH (TP-1 through TP-8) or <br />to evaluate subsurface conditions to inform structural design (TP-1-2022, TP-2-2022, <br />TP-2R-2022, and TP-3-2022). During advancement of the borings, soil was field screened <br />and select soil samples were collected for chemical analysis. The results of this work are <br />summarized in the July 15, 2021, memorandum regarding Maritime Industrial Expansion <br />Project Geotechnical Borings (Landau, 2021a) and the January 3, 2023, memorandum <br />regarding K-C Warehouse Seismic Assessment (Landau, 2023). The sample locations are <br />identified on Figure 2-4. <br />Field screening did not indicate potential contamination at any soil from the MIE- series <br />borings (Landau, 2021a). Odors, elevated PID measurements, or sheen were noted in <br />borings B-2-2022 and B-3-2022 (Landau, 2023). Soil samples collected from the borings <br />were screened against the IACLs established for the K-C Second IA. Most of the <br />analytical data from the soil samples were either nondetect or detected at concentrations <br />below the IACLs, with a few minor exceedances noted for TPH, cPAHs, and metals <br />(Landau, 2021a and 2023). Investigation-derived waste from the exploration programs <br />was profiled and properly disposed of. <br />4.7 Combined Sewer Main Improvements (2022) <br />Between March and June 2022, the City constructed their Combined Sewer Main <br />Improvements (CSI Project) that involved excavating an approximately 3,300-foot-long <br />deep utility trench aligned south to north through the middle of the Upland Area, from the <br />Federal Avenue right-of-way (within the ExxonMobil/ADC cleanup site) south of the <br />Upland Area to the City’s Utility Property on the north end of the Upland Area (alignment <br />shown on Figure 2-4). <br />Intrusive activity in both the ExxonMobil/ADC and K-C Sites were conducted in <br />accordance with the Soil and Groundwater Management Plans for the ExxonMobil/ADC
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