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5200 EVERGREEN WAY 2019-05-29
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5200 EVERGREEN WAY 2019-05-29
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Last modified
5/29/2019 11:54:50 AM
Creation date
5/29/2019 10:32:21 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
5200
Notes
GEOTECHNICAL REPORT INCLUDED
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$ > associated Exploration Log <br /> d <br /> earth sciences Project Number Exploration Number Sheet <br /> n ° ° " a ° rate .d 160594V001 GP-16 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 343 (appro ) <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish _211'I/172/13/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inches <br /> co <br /> O > f0 N <br /> w . @ 7 3 Blows/Foot <br /> T <br /> ES' g goo o mm <br /> DESCRIPTION 0 10 20 30 40 ° <br /> Asphalt-3 inches <br /> . Fill <br /> : Loose,slightly moist,orangish brown,very silty,fine SAND,trace fine to <br /> coarse gravel(SM). <br /> S-1 • Vashon Ice-Contact <br /> Loose to medium dense,slightly moist,brownish gray,silty,fine to medium <br /> SAND,trace to some fine to coarse gravel;lenses of coarse sand(SM). <br /> — 5 • Dense,slightly moist,brownish gray,silty,fine to medium SAND,trace fine <br /> -- to coarse gravel(SM). <br /> Vashon Advance Outwash <br /> S-2 Dense,very moist to wet,brownish gray with dark gray staining,fine to <br /> - coarse SAND,trace fine to coarse gravel;staining,strong odor(SP). <br /> PID=454 ppm <br /> GP-16:8 <br /> GP-16:GW <br /> No staining;becomes slightly moist,fine to medium SAND(SP). <br /> — 10 PID=5.4ppm <br /> Medium dense,moist,brownish gray with slight gray staining,fine to <br /> medium SAND,some silt,some fine to coarse gravel;dark gray <br /> staining/mottling,strong odor(SP). <br /> • <br /> " PID=5.9 ppm <br /> S-3 <br /> PID=5.6 ppm <br /> PID=4.1 ppm <br /> — 15 As above;slightly laminated. <br /> PID=325 ppm <br /> S-4 :. <br /> GP-16:18 <br /> — 20 <br /> Bottom of exploration boring at 20 feet <br /> Ground water seepage at 7 feet. <br /> N. <br /> 0 <br /> N- <br /> W <br /> N <br /> L <br /> 0 <br /> '0- <br /> a <br /> Sampler Type(ST): <br /> 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: KMA <br /> o J 3"OD Split Spoon Sampler(D&M) Ill Ring Sample Water Level() Approved by: OKP <br /> co <br /> a Grab Sample Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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