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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-10 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 352 <br /> Location Everett. WA Datum MSI <br /> Driller/Equipment ESN/AMS PowerProbe 9630 Date StarUFinish 11/10/16,11/10/16 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _7 inncAs <br /> c c7 <br /> co cum <br /> rn E ° °' Blows/Foot <br /> S E LE mo `m <br /> T c7 ° o `° m <br /> DESCRIPTION 0 10 20 30 40 ° <br /> Asphalt-4 inches <br /> Fill <br /> _ Loose,moist,brownish orange,silty,fine SAND;oxidized(SM). <br /> GP-10-2 <br /> Medium dense,moist,brownish gray,silty,fine SAND(SM). <br /> Medium dense,moist,orangish brown,silty,fine SAND;oxidized(SM). <br /> — 5 <br /> Loose,very moist,orangish brown,silty,fine SAND;oxidized(SM). <br /> Ice-Contact Deposits <br /> Medium dense,moist,grayish brown,silty,fine SAND;oxidized(SM). <br /> Dense,moist,brownish gray,silty,fine SAND;oxidized(SM). <br /> — 10 <br /> Very stiff,moist,orange to brown,gravelly CLAY;plastic(CH). Density <br /> overstated due to gravels. <br /> — 15 A GP-10-15 <br /> Bottom of exploration boring at 15 feet <br /> No ground water encountered. No odor. No staining. <br /> — 20 <br /> r` <br /> o_ <br /> c <br /> 3 <br /> a_ <br /> Sampler Type(ST): <br /> _ 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: TWL <br /> I 3"OD Split Spoon Sampler(D&M) 11 Ring Sample Q Water Level() Approved by: JNS <br /> w ® Grab Sample 0 Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br /> a <br />
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