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r ; associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorptsr & tad 160594V001 GP-19 1 of 1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 343(appro() <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 innhas <br /> c _ <br /> V N U— O > - N <br /> s m 5 . a Blows/Foot l� <br /> a S cEo `� � Eo `m <br /> U` m s <br /> T DESCRIPTION ° m 10 20 30 40 ° <br /> Asphalt-3 inches <br /> Fill <br /> "..a:a.. Loose,slightly moist,orange-brown,very silty,fine SAND,trace gravel <br /> (SM). Layer of old concrete(5 inches thick) <br /> S-1 : • Vashon Ice-Contact <br /> Loose to medium dense,slightly moist,brownish gray,silty,fine to medium <br /> SAND,some fine to coarse gravel(SM). <br /> • <br /> — 5 • <br /> • <br /> • <br /> Medium dense,slightly moist to moist,grayish brown,fine to medium <br /> S-2 SAND,trace fine to coarse gravel(SP). <br /> _ Silty,gravelly lens(3 inches thick). <br /> Vashon Advance Outwash <br /> — 10 Becomes fine to medium SAND;no staining,no odor(SP). <br /> • <br /> Becomes wet,dark gray staining,strong odor. <br /> PID=295 ppm <br /> GP-19:12 <br /> S-3 <br /> — 15 • Becomes brown. PID=201 ppm <br /> Medium dense,slightly moist,dark gray(staining),very silty,fine to <br /> _.I...I. medium SAND,trace gravel(SM). PID=168 ppm <br /> - Becomes slightly moist,brown,fine to medium SAND,trace fine to coarse <br /> -. gravel(SP). <br /> ' GP-19:17 <br /> S-4 <br /> — 20 • • <br /> Bottom of exploration boring at 20 feet <br /> Ground water seepage at 11 feet. <br /> 0 <br /> N_ <br /> O <br /> N <br /> C <br /> U <br /> l0- <br /> 0- <br /> C9 <br /> 5 Sampler Type(ST): <br /> 8 2"OD Split Spoon Sampler(SPT) jj No Recovery M-Moisture Logged by: KMA <br /> o m 3"OD Split Spoon Sampler(D&M) Ring Sample Q Water Level 0 Approved by: OKP <br /> 0 <br /> 16 Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />