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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-13 1 of 1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 345 (sap�x(1 <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish 2/13/17,2/13/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inches <br /> w <br /> co V p O iUcu <br /> a S 73-E EID E T Zo <br /> a` 3 Blows/Foot I- <br /> o T C90 o min r <br /> DESCRIPTION ° 10 20 30 40 ° <br /> Concrete-4 inches <br /> Fill <br /> - " Loose,slightly moist,orangish gray,silty,fine to medium SAND,trace fine <br /> gravel;no staining,no odor(SM). <br /> S 1 Vashon Ice-Contact <br /> Loose,slightly moist to moist,brownish gray,silty,fine to medium SAND, <br /> trace fine to coarse gravel(SM). <br /> — 5 • <br /> • Loose to medium dense,slightly moist, brownish gray,silty,fine to medium <br /> SAND,trace to some fine to coarse gravel;no staining,no odor(SM). <br /> • <br /> Loose to medium dense,slightly moist,brownish gray,fine to medium <br /> S-2 SAND,some silt,trace fine to coarse gravel;no staining,no odor(SP). <br /> • <br /> Dark gray staining,strong odor. PID=2.3 ppm <br /> GP-13:10 <br /> — 10 Medium dense,slightly moist,brownish gray with slight dark gray staining, <br /> • very silty,fine to medium SAND,some fine to coarse gravel;slight odor <br /> (SM). PID=1.9 ppm <br /> • <br /> Vashon Advance Outwash <br /> S-3 • • Medium dense,slightly moist,orangish brown,fine to medium SAND, <br /> - . trace silt,trace fine to coarse gravel;no staining,no odor(SP). <br /> GP-13:12 <br /> — 15 <br /> Bottom of exploration boring at 15 feet <br /> No ground water encountered. <br /> — 20 <br /> n <br /> 0 <br /> N- <br /> 0) <br /> N <br /> U <br /> W- <br /> C <br /> / Sampler Type(ST): <br /> _ V-2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: KMA <br /> I <br /> o 3"OD Split Spoon Sampler(D&M) 11 Ring Sample Water Level() Approved by: OKP <br /> • ® Grab Sample A Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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