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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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y associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-3 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 344 <br /> Location Everett.WA Datum MSL <br /> Driller/Equipment ESN/AMS PowerProbe 9630 _ Date Start/Finish 11/9/16,11/9/16 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inches <br /> c 5_ <br /> o > rn <br /> co E d J N Blows/Foot a) <br /> T in (9(I) o m L <br /> DESCRIPTION ° 10 20 30 40 ° <br /> t• Asphalt-3 inches /-- <br /> Fill <br /> Medium dense,moist,grayish brown,fine to coarse SAND(SW). <br /> — 5 <br /> Ice-Contact Deposits <br /> Medium dense,very moist,orangish brown,silty,fine SAND(SM). <br /> Medium dense,moist,gray,fine to medium SAND;odor(SP). PID=4.2 <br /> PPm <br /> • Dense,moist,gray,fine to meduim SAND;odor(SP). PID=3.1 ppm <br /> GP-3-9 <br /> — 10 <br /> Vashon Advance Outwash <br /> Dense,moist,grayish brown,fine to coarse SAND;odor(SP). PID=0.4 <br /> ppm <br /> - • Dense,moist,brown,fine SAND(SP). PID=0.0 ppm <br /> GP-3-14 <br /> — 15 <br /> Bottom of exploration boring at 15 feet <br /> — 20 <br /> N <br /> N <br /> a <br /> Sampler Type(ST): <br /> _^ 2"OD Split Spoon Sampler(SPT) ❑ No Recovery M-Moisture Logged by: TWL <br /> I <br /> 3"OD Split Spoon Sampler(D&M) 1111 Ring Sample Q Water Level() Approved by: JNS <br /> W Grab Sample 0 Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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