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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 107 <br /> <br />at MIE-SB-3) (Figure 6-C5; Table 6-9). As discussed in Section 6.5.3.2.1, arsenic soil <br />concentrations within Unit C as a whole are in compliance with the PCL. <br />In groundwater, arsenic is detected above the PCL in well HW-MW-01 at the Hazardous <br />Waste Cage, and in shoreline well LP-MW-02 (Figure 6-C5). Arsenic was not detected <br />exceeding the PCL in any of the other shoreline wells or in either of the porewater samples <br />collected at PW-5 located offshore from well LP-MW-02. <br />6.5.4.2.2 Copper <br />As observed in Unit C outside of the Log Pond and in other Site Units, dissolved copper <br />concentrations exceeding the 3.1 µg/L groundwater PCL are widespread in shallow <br />groundwater across the Log Pond area of Unit C (Figure 6-C6). The highest reported <br />concentrations of copper in groundwater (up to 31.6 µg/L) are in well LP-MW-01 and <br />correlate to high groundwater pH (up to pH 13; Table 6-10). The elevated groundwater pH <br />at the well was likely a result of the locally higher water table saturating the lower portion <br />of the CM that was in place in this area at the time of sampling as described in Section 6.3. <br />At two of three shoreline wells, REC6-MW-02 and MW-06, concentrations of copper in <br />groundwater exceeding the PCL were reported in samples collected in 2012 but four <br />subsequent sampling events at each well did not identify copper above the PCL <br />(Table 6-10). Dissolved copper was detected above the PCL at well LP-MW-02 during <br />two of three sampling events but concentrations in intertidal porewater samples from the <br />PW-5 location, located downgradient of well LP-MW-02, were less than the PCL <br />(Figure 6-C6; Table 6-22). <br />The highest concentrations of copper in soil are reported in the sawdust layer, which is <br />located at depths greater than 30 feet bgs. Except for a single soil sample collected from <br />fill soil at boring LP-B-06, the concentrations of copper reported above the soil PCL in the <br />sawdust layer are all above 100 mg/kg (ranging from 105 mg/kg to 141 mg/kg), while the <br />concentrations of copper reported in overlying fill soil are all below 100 mg/kg (ranging <br />from 36.8 mg/kg to 81.9 mg/kg) (Table 6-9). However, copper was not reported above the <br />groundwater PCL in samples collected from deep wells in the Log Pond (Table 6-10), <br />which demonstrates empirically that copper is not leaching from the sawdust layer at <br />concentrations that pose a risk to the East Waterway. <br />6.5.4.2.3 Lead <br />Lead was detected in Unit C groundwater above the PCL in the Log Pond at shoreline well <br />LP-MW-02 (Figure 6-C7), however, only one of three dissolved groundwater lead <br />concentrations at well LP-MW-02 are above the groundwater PCL and that sample also <br />had a high groundwater pH (Table 6-10). Lead was not detected in soil at well LP-MW-02 <br />above the soil PCL of 81 mg/kg established for the protection of groundwater. The <br />maximum soil detection of lead within the Log Pond Area (303 mg/kg) occurs at the <br />HW-MW-01 location, where dissolved lead concentrations were less than the PCL in <br />groundwater (Table 6-10); the groundwater data appear to indicate empirically that soil <br />lead concentrations are protective of groundwater in accordance with MTCA. <br />The intertidal porewater lead concentration detected at the PW-5 location was less than the <br />PCL (Table 6-22).
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