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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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aaSoeiatet, Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> _4.9 <br /> incorporated 160594V001 GP-11 1 of 1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 343 <br /> Location Everett, WA Datum MSL <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) _ <br /> v y o o > CO V) <br /> — N Blows/Foot <br /> aai S E ET E o t <br /> T `� °� DESCRIPTION ° m 10 20 30 40 ° <br /> Asphalt-3 inches <br /> Fill <br /> - .• Loose,moist,grayish brown,fine to medium SAND(SP). <br /> • <br /> • Loose,moist,grayish brown,fine to coarse SAND(SW). <br /> — 5 <br /> - _ <br /> Ice-Contact Deposits <br /> •- Medium dense,wet,gray,silty,fine to medium SAND;odor(SM). PID <br /> =106 ppm GP-11-7 <br /> - Medium dense,moist,gray,medium SAND;odor(SP). PID=60.6 ppm <br /> — 10 PID=1.3 ppm <br /> • Medium dense,moist,gray,fine to coarse SAND;odor(SW). PID=1.1 <br /> - ppm <br /> [ Medium dense,moist,orangish brown,silty,fine SAND(SM). PID= <br /> •. 0.0 ppm GP-11-13 <br /> Medium dense,moist,orangish brown,silty,fine to coarse SAND(SM). <br /> • Vashon Advance Outwash <br /> • Medium dense,moist,brown,fine SAND,some silt(SP). <br /> — 15 <br /> Bottom of exploration boring at 15 feet <br /> — 20 <br /> n <br /> o_ <br /> N <br /> OA <br /> N <br /> L <br /> _ <br /> m <br /> a. <br /> a <br /> Sampler Type(ST): <br /> 2"OD Split Spoon Sampler(SPT) ❑ No Recovery M-Moisture Logged by: TWL <br /> DI 3"OD Split Spoon Sampler(D&M) U Ring Sample Water Level 0 Approved by: JNS <br /> a f3 Grab Sample Q Shelby Tube Sample t Water Level at time of drilling(ATD) <br />
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