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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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A e ♦ <br /> associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-27 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 342 (appro?() <br /> Location Everett,WA Datum _N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish 3/9/17,1/A/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _9 inches <br /> c T� _ <br /> O > N <br /> a a� w Blows/Foot H <br /> S E <br /> Q T 00 o mm z <br /> DESCRIPTION ° 10 20 30 40 ° <br /> Asphalt-3 inches <br /> Fill <br /> Loose,slightly moist,orangish brown,silty,fine to medium SAND,trace <br /> - gravel;no staining,no odor(SM). <br /> • Vashon Ice-Contact <br /> S 1 Loose to medium dense,slightly moist,brownish gray,very silty,fine to <br /> - medium SAND,some fine to coarse gravel;unsorted;no staining,no odor <br /> .. (SM). <br /> - 5 <br /> S-2 <br /> Vashon Advance Outwash <br /> Medium dense,slightly moist,brown-gray,medium SAND,trace fine sand, <br /> trace coarse sand,trace gravel;slightly laminated;no staining,no odor <br /> • <br /> (SP). <br /> — 10 <br /> PID=177.6 ppm <br /> Becomes gray stained,strong odor. <br /> - Becomes fine SAND,trace silt. GP-27:12 <br /> Driller notes increase density at 12 feet. <br /> S-3 Becomes brownish gray,no odor. <br /> - Dense,slightly moist brownish gray,fine to medium SAND,trace gravel <br /> (SP). <br /> • GP-27:14 <br /> • <br /> — 15 <br /> Bottom of exploration boring at 15 feet <br /> No ground water encountered. <br /> — 20 <br /> 0 <br /> _ <br /> Q) <br /> N <br /> '5 <br /> W- <br /> a. <br /> a <br /> • Sampler Type(ST): <br /> 8 _ 2"OD Split Spoon Sampler(SPT) L No Recovery M-Moisture Logged by: KMA <br /> • I 3"OD Split Spoon Sampler(D&M) [ Ring Sample Water Level 0 Approved by: OKP <br /> w• ® Grab Sample Z Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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