My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3815_PGSF WMVD Pkg 2_Vol 4-2_03.03.2026_BXWA_Certified
>
Contracts
>
Capital Contract
>
Capital Construction Contracts and Change Orders
>
3815_PGSF WMVD Pkg 2_Vol 4-2_03.03.2026_BXWA_Certified
Metadata
Thumbnails
Annotations
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
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
1718
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Download electronic document
View images
View plain text
ASPECT CONSULTING <br />46 FINAL PROJECT NO. AS190583A-08 MAY 21, 2025 <br />analyzed for helium, which was used as a tracer gas during leak testing to evaluate <br />potential dilution of the sub-slab samples from indoor air intrusion at the sample point <br />locations. <br />4.2.2 Intertidal Porewater and Seep Sampling (February and August <br />2014) <br />Groundwater in the Upland Area discharges to the marine environment of the East <br />Waterway. The results of groundwater sampling at upland monitoring wells located along <br />the Upland Area shoreline indicate concentrations of cPAHs, select metals, un-ionized <br />ammonia, and sulfide that exceed the screening levels based on protection of marine <br />surface water. However, attenuation of constituent concentrations can occur within the <br />tidally influenced nearshore groundwater/surface water mixing zone (transitional zone) <br />prior to discharge to the sediment bioactive zone and then the marine water column. <br />Therefore, intertidal sediment porewater sampling was conducted to evaluate the quality <br />of groundwater entering the East Waterway marine environment in accordance with an <br />Ecology-approved Addendum to the RI/FS Work Plan (Aspect, 2014c). Porewater <br />sampling locations were positioned downgradient of upland shoreline wells where the <br />highest concentrations of metals and/or un-ionized ammonia had been detected in prior <br />groundwater sampling. <br />Porewater sampling was completed in late February 2014 (wet season) and mid-August <br />2014 (dry season). Seven sampling locations (PW-1 through PW-7) were proposed; <br />however, PW-1, PW-2, and PW-6 could not be sampled because shoreline armoring <br />(riprap) extended well below the tide level, and there was no accessible intertidal substrate <br />from which to sample porewater during the lower low tidal stages. A substantial surface <br />seep (Seep-1) was observed emanating from the riprap up the shore slope from proposed <br />location PW-1 during both sampling events. Samples of sediment porewater were, <br />therefore, collected from Seep-1, PW-3, PW-4, PW-5, and PW-7 on exposed intertidal <br />beach during lower low tide conditions. The samples were collected during the last <br />3 hours of the ebb tide and up to 1 hour past the lower low water slack tide. No sample <br />locations were inundated at time of sampling. (Although surface flow was observed at the <br />Seep-1 sample location, the water sample was collected from below the sediment mudline <br />to avoid contact with the atmosphere, using the procedure described below.) <br />The porewater wellpoint assembly proposed in the Work Plan Addendum (Aspect, 2014b) <br />had insufficient open area to produce measurable water over a period of nearly <br />20 minutes, despite attempts in multiple locations. Therefore, porewater samples were <br />collected by inserting the proposed sample tubing directly into the substrate to a depth of <br />4 to 10 inches below mudline. This collection method avoided sample contact with the <br />atmosphere and produced a steady low flow sufficient for sample collection. Porewater <br />from the intertidal sediment was pumped at a rate of less than 0.25 liter per minute <br />through a flow-through cell with continuous reading of field parameters (temperature, pH, <br />specific conductance, oxidation-reduction potential (ORP), and dissolved oxygen). Once <br />the field parameters had stabilized, the flow-through cell was disconnected, and the <br />sample was collected directly from the tubing. In-line filtering (0.45-micrometer [µm] <br />filter) was used for samples to be analyzed for dissolved metals and dissolved sulfide.
The URL can be used to link to this page
Your browser does not support the video tag.