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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 Loq <br /> earth sciences Project Number Exploration Number Sheet <br /> Incorporated 160594V001 GP-22 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 346 (approx) <br /> Location Everett. WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish 3/9/17,3/9/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _9 inrhag <br /> t E — . N Blows/Foot <br /> S E C to <br /> �� �o o t <br /> p T o a, m <br /> DESCRIPTION ° 10 20 30 40 ° <br /> Asphalt-4 inches <br /> Fill <br /> S-1 Loose,slightly moist,orangish brown,very sandy SILT,trace gravel(ML). <br /> Vashon Ice-Contact <br /> 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 /> Very moist to wet,medium sand seam(2 inches thick) GP-22:3 <br /> — 5 <br /> • <br /> Driller notes increase density at 6 feet. <br /> Dense,slightly moist to moist,brownish gray,silty,fine to medium SAND, <br /> S-2 some fine to coarse gravel;slightly cemented;no staining,no odor(SM). <br /> — 10 • As above,very moist to wet at top of spoon. <br /> S-3 Stiff to hard,slightly moist,dark gray,SILT,some to trace fine to medium <br /> sand,trace gravel;no staining,no odor(ML). <br /> GP-22:15 <br /> — 15 <br /> Bottom of exploration boring at 15 feet <br /> No ground water encountered. <br /> — 20 <br /> _ <br /> t0- <br /> a. <br /> Sampler Type(ST): <br /> I 2"OD Split Spoon Sampler(SPT) ❑ No Recovery M-Moisture Logged by: KMA <br /> 3"OD Split Spoon Sampler(D&M) II Ring Sample V Water Level() Approved by: OKP <br /> oci <br /> W ® Grab Sample 0 Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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