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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-25 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 345 (approx) <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish 3/G/17,3/A/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) 2 inches <br /> c m N <br /> O > tl) <br /> _c d a� N 6- a) y BIOwS/FOOt <br /> m <br /> o S E T ��:? o `m <br /> T 0� U m O <br /> DESCRIPTION 10 20 30 40 <br /> Asphalt-3 inches <br /> Fill <br /> : Loose,slightly moist,orangish brown,silty,fine SAND,some gravel(SM). <br /> Vashon Ice-Contact <br /> S 1 • Loose to medium dense,slightly moist,brownish gray,silty,fine to medium <br /> •: SAND,some fine to coarse gravel;no staining,no odor(SM). <br /> - 5 - <br /> • <br /> • <br /> • <br /> S-2 <br /> • <br /> - 10 - Medium dense,slightly moist,brownish gray,silty,fine to medium SAND, <br /> some fine to coarse gravel;no staining,no odor(SM). <br /> Vashon Advance Outwash <br /> Medium dense,slightly moist,grayish brown,medium SAND,some fine <br /> S-3 sand,trace silt,trace gravel;slightly laminated;no staining,no odor(SP). <br /> GP-25:14 <br /> • <br /> 15 PID=0.3 ppm <br /> Becomes moist to very moist. <br /> " GP-25:17 <br /> S-4 : <br /> Dense,slightly moist,brownish gray,gravelly,fine to medium SAND,trace <br /> - ". silt;slightly cemented;no staining,no odor(SP). <br /> - 20 <br /> Bottom of exploration boring at 20 feet <br /> No ground water encountered. <br /> r <br /> 0 <br /> N_ <br /> T <br /> N <br /> U <br /> t0- <br /> o. <br /> 0 Sampler Type(ST): <br /> _ 2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: KMA <br /> o m 3"OD Split Spoon Sampler(D&M) U Ring Sample V Water Level() Approved by: OKP <br /> co <br /> t Grab Sample 0 Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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