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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 113 <br /> <br />Outside of the IA excavation areas, the results of soil and groundwater sampling within <br />Unit D indicated no concentrations of TPH in soil or groundwater above the PCLs, with <br />one exception. A single soil sample collected from a depth of 15 feet bgs at well <br />TM-MW-05 contained TPH-O at a concentration greater than the PCL (4,325 mg/kg); soil <br />samples collected from depths of 5 and 18 feet bgs in this same location did not contain <br />detectable TPH (Table 6-13). TPH was not detected in either of the groundwater samples <br />collected from well TM-MW-5, which is screened across the depth interval of the <br />impacted soil (Table 6-14). Those groundwater data indicate empirically that the detected <br />soil TPH concentration is protective of groundwater in accordance with MTCA. <br />Besides the UST 29/Latex Spill area, low-level total cPAHs (TEQ) exceedances were <br />detected above the PCL in groundwater collected from two monitoring wells within Unit <br />D: up to 0.033 µg/L at TM-MW-01 and up to 0.019 µg/L at TM-MW-02 (Figure 6-D3; <br />Table 6-14). Total cPAHs (TMEQ) were detected at concentrations exceeding the PCL in <br />soil samples collected across Unit D as shown on Figure 6-D3. <br />Total cPAHs (TEQ) have not been detected above the PCL in any of the groundwater <br />samples collected from the four wells located at the CN-B-2 excavation area, or <br />downgradient of wells TM-MW-01 and TM-MW-02 where groundwater cPAH <br />exceedances are detected, or in any of the 10 shoreline wells located within Unit D <br />(Figure 6-D3). These data indicate that cPAH concentrations in groundwater above its <br />PCL have not migrated to the shoreline in Unit D. <br />6.5.5.2 Metals <br />Soil concentrations in exceedance of PCLs for arsenic, copper, lead, mercury, nickel, and <br />zinc were detected at sampling locations scattered across Unit D. Lead and zinc were not <br />detected in Unit D groundwater at concentrations exceeding the PCL. The metals detected <br />in groundwater at concentrations above PCLs—arsenic, copper, lead, mercury, and <br />nickel—are described below. <br />6.5.5.2.1 Arsenic <br />Arsenic was detected in groundwater at concentrations greater than the PCL at three <br />monitoring wells but was not detected above the PCL in groundwater at the Unit D <br />shoreline wells or in intertidal porewater/seep samples (Figure 6-D5). <br />Soil arsenic exceedances (up to 43 mg/kg) were detected at four locations within Unit D <br />(Figure 6-D5). A statistical evaluation of all arsenic soil data from Unit D indicates a <br />95 percent UCL of 7.1 mg/kg, which is below the soil PCL of 20 mg/kg, with 3 percent of <br />samples (4/147) exceeding the PCL, and no concentrations of arsenic that are greater than <br />two times the PCL. Based on these results, Unit D arsenic soil concentrations are in <br />compliance with the PCL. <br />6.5.5.2.2 Copper <br />There are numerous locations with detected copper exceedances in Unit D soil and <br />groundwater, but there is little if any correlation in the locations of the exceedances for <br />soil versus groundwater (Figure 6-D6).
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