Laserfiche WebLink
• <br /> �) associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-17 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 342 (approx <br /> Location Everett,,WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish 2/13/17,2/13/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) 2 i►lchAs <br /> c <br /> N •U a °' <br /> aE °'n J m o 1) Blows/Foot <br /> = n 3 <br /> S E `6 >, �E <br /> T cT <0 o m m <br /> DESCRIPTION U 10 20 30 40 ° <br /> Asphalt-3 inches <br /> Fill <br /> Loose,slightly moist,orangish brown,silty,fine SAND,trace fine to coarse <br /> gravel(SM). <br /> S-1 - Vashon Ice-Contact <br /> • Loose,slightly moist to moist,brownish gray,fine to medium SAND,some <br /> - fine to coarse gravel,trace silt(SP). <br /> 5 - <br /> Becomes silty,fine to medium SAND(SM). <br /> Medium dense,moist, brownish gray,fine to medium SAND,some silt, <br /> some fine to coarse gravel;no staining,no odor(SP). <br /> S-2 - <br /> Vashon Advance Outwash <br /> Medium dense,slightly moist,grayish brown,fine to medium SAND,trace <br /> gravel(SP). <br /> - 10 Medium dense,slightly moist,brownish gray,silty,fine to medium SAND, • <br /> • some fine to coarse gravel(SM). <br /> Medium dense,moist, brown-gray,medium SAND,trace fine sand,trace <br /> fine to coarse gravel(SP). <br /> S-3 Becomes fine to medium SAND. <br /> • <br /> Trace coarse sand. <br /> - 15 <br /> Bottom of exploration boring at 15 feet <br /> No ground water encountered. <br /> — 20 <br /> F- <br /> 0 <br /> N_ <br /> O> <br /> N <br /> U <br /> W- <br /> a. <br /> a Sampler Type(ST): <br /> I 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: KMA <br /> _m 3"OD Split Spoon Sampler(D&M) II Ring Sample V Water Level() Approved by: OKP <br /> w f Grab Sample Z Shelby Tube Sample t Water Level at time of drilling(ATD) <br />