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3815_PGSF WMVD Pkg 2_Vol 4-4_03.03.2026_BXWA_Certified
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3815_PGSF WMVD Pkg 2_Vol 4-4_03.03.2026_BXWA_Certified
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Entry Properties
Last modified
4/22/2026 4:33:22 PM
Creation date
4/22/2026 3:55:02 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 4.4
Public Works WO Number
UP3815-02
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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11/14/2013 <br />Hydrated bentonite <br />chip backfill <br />REC2-B14-6.5 <br />REC2-B14-9 <br />REC2-B14-13 <br />Loose, dry, light brown, silty, sandy GRAVEL (GM); fine <br />rounded gravel, fine to coarse sand <br />Medium stiff, slightly moist, brown, sandy SILT (ML); <br />fine to medium sand <br />Dense, slightly moist, dark brown, silty, GRAVEL (GM); <br />fine to medium subangular gravel <br />Becomes medium dense, gray <br />No recovery <br />Medium stiff, slightly moist, brownish gray, slightly <br />gravelly SILT (ML) <br />Loose, dry, light gray, silty GRAVEL (GM); fine rounded <br />gravel <br />Medium stiff, slightly moist, dark brown SILT (ML) <br />Medium dense, slighlty moist, brown, silty SAND (SM) <br />Wet <br />Becomes gray, petroleum-like odor <br />No recovery <br />Medium dense, wet, gray, silty SAND (SM); fine to <br />coarse sand <br />Medium stiff, wet, gray SILT (ML) <br />No recovery <br />Bottom of boring 15 feet Note: Density and <br />consistency was estimated based on sample <br />observations. <br />1 <br />2 <br />2 <br />2 <br />2 <br />2 <br />1 <br />2 <br />2 <br />6 <br />1 <br />20 <br />1364 <br />840 <br />1116 <br />195 <br />68 <br />39 <br />27 <br />202 <br />22 <br />22 <br />21 <br />CC-01 <br />CC-02 <br />CC-03 <br />Sampler Type: <br />Approved by: <br />Material <br />Type <br />Water Level (ATD) <br />Holt / Direct Push Probe <br />AHPPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />5 <br />10 <br />15 <br />Figure No. <br />Tests <br />A- 197_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014REC2-B14 <br />Static Water Level <br />Driller/Method: <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />110207 <br />Location: <br />Borehole Completion <br />1 of 1 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />Continuous Core <br />Boring Log <br />Depth <br />(ft) <br />Boring Number <br />No Recovery <br />Continous Core 2"Start/Finish Date <br />Depth / <br />Elevation <br />(feet) <br />Sampling Method: <br />Sheet <br />Description <br /> Everett, WA <br />Project Name: <br />Blows/ <br />6" <br />Ground Surface Elev. <br />11/14/2013 <br />PID <br />(ppm)
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