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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 />PROJECT NO. AS190583A-08 MAY 21, 2025 FINAL 105 <br /> <br />encountered at depths ranging from 37 to 52 feet bgs in all borings, except the easternmost <br />boring location (LP-B-06), where it was encountered at 29 feet bgs. <br />In all borings except LP-B-06 and LP-MW-04, a layer of sawdust was observed on top of <br />native soil, at thicknesses ranging generally from 2 to 10 feet. The sawdust contained <br />petroleum-like odors and sheen, which is interpreted to be attributable to lube oil used in <br />historical operations of the Clark-Nickerson Mill. Deep monitoring wells (LP-MW-03, <br />LP-MW-05, LP-MW-06, and LP-MW-07; Figure 6-C1) were installed with screens <br />installed across the sawdust layer to evaluate potential impacts to groundwater from <br />detected TPH in sawdust, as discussed further below. <br />The fill soil that overlies the sawdust or is present overlying native soil in areas where <br />sawdust was not observed, consists predominantly of silty sand and sandy silt with debris <br />(concrete, brick, asphalt, wire, woody debris) and shell fragments. The Log Pond fill soil <br />is siltier than the dredge fill soil that is present across most of the rest of the Upland Area. <br />One IA area is located within the Log Pond Area (Figure 6-C1). Test trenches, excavated <br />in the location of a geophysical anomaly detected in the southcentral portion of the former <br />log pond, identified the buried concrete foundation and footings of the former chip <br />conveyor. A petroleum sheen was observed on shallow seepage in one of the exploratory <br />trenches, and soil samples collected from the trenches contained TPH-G, TPH-D+O, total <br />cPAHs, and mercury above the PCLs. During the second IA, the Log Pond Chip Conveyor <br />area was excavated to remove concentrations of TPH and total cPAHs in soil, as well as <br />mercury, that exceeded the PCLs on the east side of the concrete foundation. The IA <br />removed approximately 403 tons of contaminated soil from the Log Pond Chip Conveyor <br />Area (Aspect, 2021). <br />For current conditions, the constituents detected in one or more samples of the Log Pond <br />Area media at concentrations exceeding their respective PCLs are as follows: <br /> TPH-D+O and total xylenes in soil <br /> Total cPAHs in soil and groundwater <br /> Naphthalene, 2-methylnaphthalene, acenaphthene, and dibenzofuran in soil <br /> Arsenic, copper, lead, mercury, and nickel in soil and groundwater <br /> Zinc in soil <br /> PCP in groundwater <br /> Total PCBs in soil <br /> Vinyl chloride in groundwater <br />Constituents that were not detected at concentrations greater than the PCLs in soil or <br />groundwater samples from Log Pond Area include TPH-G, BTEX, VOCs, dioxins/furans, <br />and the SVOCs and metals not specifically included in the previous list. <br />The sample locations for constituents detected at concentrations exceeding the PCLs in the <br />Log Pond Area of Unit C are presented on Figures 6-C2 through 6-C11. The data for
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