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• <br /> > ,> associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> ‹. Incorporated 160594V003 EB-1 1of2 <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 4/28/17,4/28/17 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) 8 inches <br /> _ w <br /> O > N <br /> CD U ° °' Blows/Footco <br /> r a an „ac _i in <br /> a S E E >, > a°o Z5 <br /> 8 T rn 0to o m O <br /> DESCRIPTION 10 20 30 40 <br /> 171 -1 Asphalt-2 inches / <br /> - Fill <br /> From cuttings: Slightly moist,brownish gray with orange oxidation staining, <br /> silty,fine to medium SAND,some gravel(SM). <br /> I 8-1 - 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 /> I S-2 - fine to medium SAND,some silt to silty,fine to medium SAND,trace to 14 A31 <br /> — 10 - some gravel;slightly cemented;massive(SP-SM). 17 <br /> _ Vashon Advance Outwash 23 <br /> S-3 Slightly moist,gray-brown,fine to medium SAND,trace silt;slightly 25 A61 <br /> — 15 — - cemented;thin to faint lamination(SP). 36 <br /> _ T S-4 Slightly moist,gray-brown with minor red-orange oxidation staining, 18. medium SAND,some fine sand,some coarse sand,trace silt;slightly 21 A44 <br /> — 20 - cemented;thinly laminated(SP). 23 <br /> — <br /> S - Slightly moist,gray-brown,fine to medium SAND,trace silt;slightly 16 <br /> -5 :-- <br /> cemented;faintly laminated(SP). 14 Am <br /> — 25 — • 20 <br /> Slightly moist,gray-brown,fine to medium SAND,trace silt,trace gravel; 16 <br /> — 30 I S-6 - slightly cemented;faintly laminated(SP). 29 <br /> 25 Asa <br /> — <br /> _ S_7 Slightly moist,gray to gray-brown,fine to medium SAND,trace silt;slightly 25 A <br /> — - cemented;trace gravel at bottom of sampler(SP). 50/6 50/6" <br /> — 35 <br /> • <br /> o- - <br /> N <br /> >. <br /> W <br /> _ 13_8 Slightly moist to dry,gray to gray-brown,fine to medium SAND,trace silt; 2823o <br /> , A5016. <br /> - faintly laminated(SP). <br /> Sampler Type(ST): <br /> — 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: KMA <br /> o _m 3"OD Split Spoon Sampler(D&M) • Ring Sample V Water Level() Approved by: JHS <br /> CO <br /> w 6 Grab Sample 1 Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br /> a <br />