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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-12 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 345 <br /> Location Everett.WA Datum MSI <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 inches <br /> c a� w <br /> O > -ip <br /> a � — a Blows/Foot H <br /> T in ON E � m r <br /> DESCRIPTION ° 10 20 30 40 ° <br /> Concrete-3 inches <br /> ''--\ Crushed Gravel <br /> Fill <br /> Medium dense,moist,grayish brown,gravelly,silty,fine SAND(SM). <br /> • <br /> Dense,moist,grayish brown,gravelly,silty,fine SAND(SM). <br /> — 5 <br /> • <br /> Dense,moist,gray,gravelly,silty,fine SAND;odor(SM). PID=17.1 <br /> ppm <br /> GP-12-7 <br /> - Dense,moist,orangish brown,gravelly,silty,fine SAND(SM). PID=0.0 <br /> PPm <br /> Ice-Contact Deposits <br /> • <br /> 10 Very stiff,moist,dark gray,fine sandy SILT;slight odor(ML). PID=0.0 <br /> ppm <br /> [ GP-12-13 <br /> • Medium dense,moist,orangish brown,silty,fine SAND,trace gravel(SM). <br /> Stiff,very moist, brown,gravelly CLAY;plastic(CH). <br /> — 15 - <br /> Bottom of exploration boring at 15 feet <br /> No ground water encountered. <br /> 20 <br /> r- <br /> o_ <br /> N <br /> cri <br /> 0 <br /> tC <br /> 0 <br /> Sampler Type(ST): <br /> _ 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: TWL <br /> o m 3"OD Split Spoon Sampler(D&M) U Ring Sample V. Water Level() Approved by: JNS <br /> w ® Grab Sample Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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