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• <br /> > asaoaiated ExplorationLoq <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporate . 160594V001 GP-26 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 343 (approx) <br /> Location Everett,WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish 3/9/17,3/9/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _7 inches <br /> c m <br /> . U-ao J Blows/Foot <br /> t n c E ma 3 <br /> T (-9 �U CD Dm O <br /> DESCRIPTION 10 20 30 40 <br /> Asphalt-3 inches /-- <br /> Fill <br /> - -. Loose,slightly moist,orangish brown,very silty,fine to medium SAND, <br /> trace gravel(SM). <br /> S-1 <br /> Vashon Ice-Contact <br /> Loose to medium dense,slightly moist,brownish gray,silty,fine to medium <br /> - SAND,trace to some gravel;no staining,no odor(SM). <br /> - 5 - <br /> • <br /> S-2 <br /> Vashon Advance Outwash <br /> Medium dense,slightly moist,brown-gray,medium SAND,trace silt,trace <br /> gravel;slightly laminated;no staining,no odor(SP). <br /> - 10 Medium dense,moist, brown-gray,medium to coarse SAND;no staining, <br /> no odor(SP). <br /> - Becomes dark gray stained,strong odor. GP-26:12 PID=19.5 ppm <br /> S-3 Grade to fine sand with increase silt content. <br /> Medium dense to dense,slightly moist to very moist(sand seams), <br /> - brown-gray,medium to coarse SAND,trace silt;lenses of very silty SAND; <br /> - - no staining,no odor(SP-SM). <br /> GP-26:14 <br /> - 15 No recovery. <br /> S-4 -. <br /> • <br /> • <br /> - 20 <br /> Bottom of exploration boring at 20 feet <br /> No ground water encountered. <br /> r <br /> 0 <br /> N <br /> 0 <br /> LN <br /> a- <br /> m <br /> a. <br /> a <br /> 4• Sampler Type(ST): <br /> 2"OD Split Spoon Sampler(SPT) ❑ No Recovery M-Moisture Logged by: KMA <br /> o 11 3"OD Split Spoon Sampler(D&M) 11 Ring Sample Q Water Level() Approved by: OKP <br /> a_ Grab• 15 Sample 0 Shelby Tube Sample 1 Water Level at time of drilling(ATD) — <br />