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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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GF9-MW-4-6.5 <br />GF9-MW-4-7.5 <br />GF9-MW-4-11 <br />0.0 <br />0.0 <br />0.0 <br />8" flush-mount <br />monument and <br />thermos cap <br />Concrete surface seal <br />0' to 2' <br />3/8" hydrated bentonite <br />chips 2' to 8' <br />2" diameter PVC <br />pre-packed .001 slot <br />screen 9.13' to 14.13' <br />10/20 silica sand filter <br />pack 8.13' to 14.13' <br />Threaded cap <br />Slough <br />9/25/2015 <br />S1 <br />S2 <br />S3 <br />S4 <br />9/25/2015 <br />9/23/2015 <br />Recycled demo debris <br />Moist, dark brown, slightly gravelly, silty SAND (SM); <br />fine to medium sand, fine subrounded gravel <br />Moist, brown SAND (SP); fine to medium sand, no odor <br />Becomes wet at 7.5' <br />Wet GRAVEL (GP); fine rounded gravel <br />Wet, tan GRAVEL (GP); crushed brick <br />Wet, sandy, sitly GRAVEL (GP-GM); fine angular <br />gravel, no odor <br />Wet, dark gray, slightly gravelly, slightly silty SAND <br />(SP-SM); fine to medium sand, fine subrounded gravel, <br />no odor <br />Bottom of boring at 20' BGS <br />Approved by:_MONITORING WELL KIMBERLY CLARK-EVERETT.GPJ October 14, 2015Water Level (ATD) <br />Holt / Direct Push Probe <br />Location: <br />Static Water Level <br />Kimberly Clark <br />Project Number <br />Logged by: <br />Blows/ <br />6" <br />Depth <br />(ft) <br />Monitoring Well Construction Log <br />Project Name: <br />Sample <br />Type/ID <br />110207 <br />Material <br />Type <br />Continuous Core <br />Borehole Completion <br />5 <br />10 <br />15 <br />20 <br />5 <br />10 <br />15 <br />20 <br />Start/Finish Date <br />Depth / <br />Elevation <br />(feet) <br />Sheet <br />Description <br />SJG <br />Figure No. <br />Tests <br />A- <br />Well Number <br />Continuous Core <br /> Everett, WA <br />Sampler Type: <br />Driller/Method: <br />Top of Casing Elev. <br />MML <br />No Recovery <br />1 of 1GF9-MW-4 <br />PID - Photoionization Detector <br />Depth to Water (ft BGS) <br />Sampling Method: <br />PID <br />(ppm) <br />Ground Surface Elev. <br />9/23/2015 <br />8.53 - 9/25/2015
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