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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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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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10/28/2013 <br />8" Flush-mount <br />monument and <br />thermos cap <br />Concrete surface seal <br />0' to 1' <br />3/8" Hydrated bentonite <br />chips 1' to 5' <br />10/20 pre-pack Silica <br />sand filter pack 5' to <br />16.25' <br />2" Diameter PVC <br />pre-packed 10-slot <br />screen 6' to 16' <br />Threaded cap <br />Slough 16.25' to 20' <br />PM-MW-6-2.5 <br />PM-MW-11-2.5 <br />PM-MW-6-6 <br />PM-MW-11-6 <br />PM-MW-6-8 <br />PM-MW-11-8 <br />PM-MW-6-11 <br />PM-MW-11-11 <br />Concrete rubble <br />Slightly moist, light brown, SAND (SP) and GRAVEL <br />(GP); fine sand, fine gravel <br />Concrete rubble <br />Slightly moist, light brown, silty, SAND (SM); fine sand <br />Slightly moist, gray, SILT (ML) <br />Slightly moist, light brown, silty, SAND (SM); fine sand <br />No Recovery <br />Slightly moist, light brown, silty, SAND (SM); fine sand <br />Gray and light brown, very thinly bedded CLAY (CL) <br />and silty SAND (SM). <br />Wet, gray, slightly sandy, SILT (ML) <br />No Recovery <br />Wet, gray, silty, SAND (SM); fine sand <br />Wet, mottled gray and white, SAND (SP); medium to <br />coarse, subrounded sand <br />SILT lens an 15.5 feet <br />No Recovery <br />Bottom of boring at 20 feet <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CC-01 <br />CC-02 <br />CC-03 <br />CC-04 <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 />20 <br />5 <br />10 <br />15 <br />20 <br />Figure No. <br />Tests <br />A- 167_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014PM-MW-06 <br />Static Water Level <br />Driller/Method: <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />110207 <br />Location: <br />15 <br />10 <br />5 <br />0 <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 />Continuous Core 3"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.16.11 <br />10/28/2013 <br />PID <br />(ppm)
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