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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-9 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 350 <br /> Location Everett.WA Datum MSL <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.heS <br /> _ c a5 <br /> CD :c ° I Blows/Foot <br /> w S E aE E o `m <br /> a T cn O to o m m <br /> L_ <br /> DESCRIPTION ° 10 20 30 40 ° <br /> Asphalt-4 inches <br /> Fill <br /> Loose,moist,brownish orange,silty,fine SAND(SM). <br /> • <br /> GP-9-2 <br /> Medium dense,moist,grayish brown,silty,fine SAND(SM). <br /> • <br /> • <br /> Medium dense,moist,brown,fine to medium SAND,trace silt(SP). <br /> — 5 <br /> Loose,wet,brown,fine to medium SAND,trace silt(SP). <br /> Ice-Contact Deposits <br /> Medium dense,moist,grayish brown,silty,fine SAND,trace gravel(SM). <br /> Medium dense,moist,orangish brown,gravelly,silty,fine SAND(SM). <br /> 10 Dense,very moist,brown,silty,fine to coarse SAND,some gravel(SM). <br /> Dense,moist,orangish brown,silty,fine SAND,some gravel(SM). <br /> `Very stiff,moist,orangish brown,gravelly CLAY;plastic(CH). Density <br /> overstated due to gravels. <br /> [ GP-9-14 <br /> Bottom of exploration boring at 14 feet <br /> — 15 Driller notes refusal at 14 feet. No odor. No staining. <br /> — 20 <br /> o_ <br /> T <br /> N <br /> L <br /> U_ <br /> to <br /> a <br /> g Sampler Type(ST): <br /> I 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: TWL <br /> o I 3"OD Split Spoon Sampler(D&M) [ Ring Sample S.Z. Water Level() Approved by: JNS <br /> 5 Grab Sample Z Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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