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5200 EVERGREEN WAY SEPA 017 - 010 Geotech Report 2025-04-23
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5200 EVERGREEN WAY SEPA 017 - 010 Geotech Report 2025-04-23
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Last modified
4/23/2025 7:49:55 AM
Creation date
4/15/2025 8:38:21 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
5200
Tenant Name
SEPA 017 - 010
Address Document Type
Geotech Report
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• - > associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-11 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 343 <br /> Location Everett.WA Datum MSI <br /> Driller/Equipment ESN/AMS PowerProbe 9630 Date Start/Finish 11/10/16,11/10/16 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inr.hPs <br /> c m <br /> co o o > rn <br /> CO <br /> CD E a3 � "aBlows/Foot <br /> m S E f6 > o o iu <br /> o T Ov7 amm <br /> DESCRIPTION ° 10 20 30 40 <br /> Asphalt-3 inches <br /> Fill <br /> - • Loose,moist,grayish brown,fine to medium SAND(SP). <br /> • <br /> Loose,moist,grayish brown,fine to coarse SAND(SW). <br /> — 5 <br /> Ice-Contact Deposits <br /> Medium dense,wet,gray,silty,fine to medium SAND;odor(SM). PID <br /> =106 ppm GP-11-7 <br /> Medium dense,moist,gray,medium SAND;odor(SP). PID=60.6 ppm <br /> — 10 PID=1.3ppm <br /> Medium dense,moist,gray,fine to coarse SAND;odor(SW). PID=1.1 <br /> ppm <br /> [ Medium dense,moist,orangish brown,silty,fine SAND(SM). PID= <br /> 0.0 ppm GP-11-13 <br /> Medium dense,moist,orangish brown,silty,fine to coarse SAND(SM). <br /> Vashon Advance Outwash <br /> Medium dense,moist,brown,fine SAND,some silt(SP). <br /> — 15 <br /> Bottom of exploration boring at 15 feet <br /> — 20 <br /> p. <br /> o_ <br /> N <br /> CC <br /> N <br /> V_ <br /> lG <br /> D. <br /> D. <br /> g Sampler Type(ST): <br /> — 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: TWL. <br /> rn <br /> o m 3"OD Split Spoon Sampler(D&M) U Ring Sample Q Water Level() Approved by: JNS <br /> co <br /> [N Grab Sample 1 Shelby Tube Sample Water Level at time of drilling(ATD) <br />
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