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5200 EVERGREEN WAY 2019-05-29
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5200 EVERGREEN WAY 2019-05-29
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Last modified
5/29/2019 11:54:50 AM
Creation date
5/29/2019 10:32:21 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
5200
Notes
GEOTECHNICAL REPORT INCLUDED
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el,.y associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-17 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 342 (approx) <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish 7/1'/17,2/13/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _7 inches <br /> c <br /> N -OO > ` 71 <br /> . ti <br /> 11 E —N Blows/Foot <br /> T in �E2 �E °' o0°) in o <br /> DESCRIPTION 10 20 30 40 <br /> Asphalt-3 inches <br /> Fill <br /> Loose,slightly moist,orangish brown,silty,fine SAND,trace fine to coarse <br /> gravel(SM). <br /> S-1 Vashon Ice-Contact <br /> Loose,slightly moist to moist,brownish gray,fine to medium SAND,some <br /> fine to coarse gravel,trace silt(SP). <br /> 5 LI Becomes silty,fine to medium SAND(SM). <br /> Medium dense,moist,brownish gray,fine to medium SAND,some silt, <br /> some fine to coarse gravel;no staining,no odor(SP). <br /> S-2 <br /> Vashon Advance Outwash <br /> . Medium dense,slightly moist,grayish brown,fine to medium SAND,trace <br /> gravel(SP). <br /> - 10 - Medium dense,slightly moist,brownish gray,silty,fine to medium SAND, <br /> ll some fine to coarse gravel(SM). <br /> Medium dense,moist,brown-gray,medium SAND,trace fine sand,trace <br /> fine to coarse gravel(SP). <br /> S-3 : Becomes fine to medium SAND. <br /> • <br /> Trace coarse sand. <br /> - 15 - <br /> Bottom of exploration boring at 15 feet <br /> No ground water encountered. <br /> - 20 <br /> r <br /> 0 <br /> N- <br /> C) <br /> N <br /> U <br /> m- <br /> ci <br /> EP; Sampler Type(ST): <br /> I. 2"OD Split Spoon Sampler(SPT) El No Recovery M-Moisture Logged by: KMA <br /> o 3"OD Split Spoon Sampler(D&M) 11 Ring Sample Water Level 0 Approved by: OKP <br /> a t Water Level at time of drilling(ATD) <br /> ® Grab Sample 0 Shelby Tube Sample <br />
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