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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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(Aprassociated Exploration Log <br /> earth science S Project Number Exploration Number Sheet <br /> cor ° rsfe ° 160594V003 EB-1 1 of 2 <br /> Project Name Former Brien Ford Ground Surface Elevation(ft) <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Truck Mounted HSA Date Start/Finish 4/28/17,4/2R/17 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) 8 inches <br /> a> n <br /> E �, N Blows/Foot <br /> n S E @>, <br /> p T C7 cn o m L <br /> DESCRIPTION o 10 20 30 40 ° <br /> l Asphalt-2 inches i <br /> Fill <br /> From cuttings: Slightly moist,brownish gray with orange oxidation staining, <br /> • silty,fine to medium SAND,some gravel(SM). <br /> I S-1 Slightly moist,gray with minor oxidation staining,fine to medium SAND, 9 <br /> — 5 . some silt,trace gravel,trace wood debris(SP). <br /> • (Driller could not obtain 18-inch sample due to placement of auger) <br /> Slightly moist,brownish gray,very minor yellow-orange oxidation staining, 6 <br /> S-2 - fine to medium SAND,some silt to silty,fine to medium SAND,trace to 14 £31 <br /> — 10 — some gravel;slightly cemented;massive(SP-SM). 17 <br /> Vashon Advance Outwash <br /> S-3 • - Slightly moist,gray-brown,fine to medium SAND,trace silt;slightly 235 A61 <br /> — 15 — •-• cemented;thin to faint lamination(SP). 36 <br /> • <br /> ISlightly moist,gray-brown with minor red-orange oxidation staining, 18 s 4 V. medium SAND,some fine sand,some coarse sand,trace silt;slightly 21 A44 <br /> — 20 cemented;thinly laminated(SP). 23 <br /> _ • Slightly moist,gray-brown,fine to medium SAND,trace silt;slightly 16 <br /> I S-5 . : cemented;faintly laminated(SP). 14 A34 <br /> — 25 20 <br /> • <br /> - Slightly moist,gray-brown,fine to medium SAND,trace silt,trace gravel; 16 <br /> - 30 slightly cemented;faintly laminated(SP). 25 A54 <br /> I S_7 = Slightly moist,gray to gray-brown,fine to medium SAND,trace silt;slightly 0/6" Aso/E^ <br /> cemented;trace gravel at bottom of sampler(SP). <br /> r • <br /> — 35 <br /> N <br /> T <br /> t0 <br /> o_ S_g Slightly moist to dry,gray to gray-brown,fine to medium SAND,trace silt; 23 <br /> . • faintly laminated(SP). 50/6" 50/E" <br /> 4 Sampler Type(ST): <br /> 0. <br /> m— <br /> LHOD Split Spoon Sampler(SPT) Li No Recovery M-Moisture Logged by: KMA <br /> m 3"OD Split Spoon Sampler(D&M) 111 Ring Sample V Water Level 0 Approved by: JHS <br /> t3 Grab Sample Q Shelby Tube Sample 31 Water Level at time of drilling(ATD) <br />
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