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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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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 />110 FINAL PROJECT NO. AS190583A-08 MAY 21, 2025 <br />Within the deep sawdust layer beneath the Former Log Pond, the 2017 groundwater NH3 <br />concentrations at inland wells LP-MW-03, LP-MW-05, and LP-MW-06 ranged from <br />0.036 mg/L to 0.11 mg/L, and 0.36 mg/L NH3 was detected at shoreline well LP-MW-07. <br />The elevated NH3 concentrations in these wells are attributable to decomposition of the <br />sawdust. <br />One of two 2014 samples of intertidal porewater collected from the PW-5 location <br />contained a concentration of un-ionized ammonia (0.19 mg/L) exceeding the PCL <br />(Table 6-12). However, NH3 concentrations were below the PCL in the three surface water <br />samples LP-SW-01, LP-SW-02, and LP-SW-03 collected at the base of the rip rap along <br />the Log Pond Area shoreline, which is consistent with the high dissolved oxygen content <br />of the surface water. <br />6.5.4.6 Sulfide <br />Groundwater H2S concentrations in the Log Pond Area shoreline wells and in most inland <br />wells exceeded the 0.002 mg/L PCL (0.007 to 0.087 mg/L; Table 6-12). Shoreline well <br />REC6-MW-02 has the highest detected H2S concentration (0.087 mg/L), consistent with <br />the most strongly reducing groundwater conditions observed in this well. In contrast to <br />NH3, H2S is not stable at pH values greater than approximately 8 (refer to Appendix H), <br />and, therefore, the lowest reported H2S concentration occurs in high-pH well LP-MW-01 <br />in the Log Pond interior (7 x 10-8 mg/L; Table 6-12). <br />Concentrations of total dissolved sulfide, which can include mineral sulfides in colloidal <br />form, were typically greater than H2S concentrations in the groundwater samples. This <br />was particularly notable in the July 2017 sample from well REC6-MW-02 (16.2 mg/L <br />total dissolved sulfide vs. 0.087 mg/L H2S; Table 6-12). <br />One of two 2014 samples of intertidal porewater collected from the PW-05 location <br />contained a H2S concentration (0.005 mg/L) slightly exceeding the PCL. Concentrations <br />of H2S were below the PCL in surface samples LP-SW-01 and LP-SW-0336, which is <br />consistent with the high dissolved oxygen content of the surface water (Table 6-12). <br />6.5.4.7 Summary for Log Pond Area of Unit C <br />Within the Log Pond Area, hydrogeologic data indicate that groundwater has limited <br />hydraulic connection with the East Waterway due to the low permeability of the log pond <br />fill. Groundwater exceedances for the metals arsenic, copper, lead, mercury, and nickel are <br />inconsistently detected at shoreline wells LP-MW-02, MW-06, and REC6-MW-02 <br />(Figure 6-S2). Unlike elevated nickel concentrations observed in Units A and B shoreline <br />wells, nickel concentrations in the Log Pond Area shoreline wells are low, consistent with <br />low groundwater D.O. attributable to the groundwater’s limited tidal exchange. <br />Total cPAHs (TEQ) in groundwater exceed the PCL at inland wells, but not at the <br />shoreline wells or in the sample of intertidal seep discharge. It is noted that the reporting <br /> <br />36 Free sulfide data for the LP-SW-02 location could not be collected because the DGT cartridge was <br />damaged during deployment (see Section 4.1.7).
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