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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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1� associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-7 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 352 <br /> Location Everett.WA Datum MSL <br /> Driller/Equipment ESN/AMS PowerProbe 9630 DateStart/Finish 11/10/16,11/10/16 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inchas <br /> c _ <br /> N e)— O > Cl)' <br /> 0 1E ° (0 Blows/Foot <br /> O. S E i6 >. g Y N <br /> T DESCRIPTION o m 10 20 30 40 <br /> Asphalt-4 inches <br /> Fill <br /> _ Loose,moist,dark brown,fine to coarse SAND,some silt(SW). <br /> GP-7-2 <br /> Loose,moist,tannish brown,silty,fine SAND;oxidized(SM). <br /> — 5 <br /> • <br /> • Loose,wet,orangish brown,silty,fine SAND;oxidized(SM). <br /> Ice-Contact Deposits <br /> . : Medium dense,moist,brownish gray,silty,fine SAND;oxidized(SM). <br /> Medium dense,moist orangish brown,silty,fine SAND,some gravel(SM). <br /> — 10 <br /> Very stiff,moist,orangish brown to dark brown,gravelly CLAY;plastic <br /> (CH). Density overstated due to gravels. <br /> AGP-7-12 <br /> Bottom of exploration boring at 13 feet <br /> Driller notes refusal at 13 feet. No odor. No staining. <br /> — 15 <br /> — 20 <br /> o_ <br /> N <br /> 0) <br /> N <br /> L <br /> m <br /> 0 <br /> 0. <br /> Sampler Type(ST): <br /> 8 I 2"OD Split Spoon Sampler(SPT) J No Recovery M-Moisture Logged by: TWL <br /> o I 3"OD Split Spoon Sampler(D&M) II Ring Sample Water Level 0 Approved by: JNS <br /> co <br /> - Grab Sample 1 Shelby Tube Sample t Water Level at time of drilling(ATD) <br />
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