Laserfiche WebLink
) associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> <' incorporated 160594V001 GP-24 1of1 <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 3/g/17,3/9/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _9 inches <br /> c N N <br /> O > - n <br /> c a a am, a� J N Blows/Foot I- <br /> a S E 2 >. �g a? o `m <br /> Q T in 0 co o m m .c <br /> DESCRIPTION " 10 20 30 40 ° <br /> -\ Asphalt-3 inches ,- <br /> Fill <br /> Loose,slightly moist,orangish brown,silty,fine to medium SAND,trace <br /> gravel;no staining,no odor(SM). <br /> Si- Vashon Ice-Contact <br /> Loose to medium dense,slightly moist,brownish gray,silty,fine to medium <br /> SAND,some fine to coarse gravel;lenses of less silty,fine to coarse sand; <br /> - . no staining,no odor(SM). <br /> - 5 1 Medium dense,slightly moist,brownish gray,sandy SILT,trace fine to <br /> coarse gravel;no staining,no odor(ML). <br /> Coarse sand seam(1 inch thick). <br /> S-2 <br /> Vashon Advance Outwash <br /> .- <br /> Medium dense,slightly moist,brownish gray,medium SAND;slightly <br /> - 10 . laminated(SP). <br /> • Medium dense,slightly moist,grayish brown,fine to medium SAND(SP). <br /> S-3 • : Gray staining/mottling,slight to strong odor. PID=5.9 ppm <br /> GP-24:14 <br /> PID=293 ppm <br /> Increased silt content. <br /> Becomes grayish brown. <br /> - 15 • PID=7.5 ppm <br /> X <br /> Driller notes soft drilling action at 16 feet. <br /> Loose to medium dense,wet,grayish brown,fine to medium SAND, <br /> . some fine to coarse gravel,trace silt;slightly laminated;no staining,no <br /> S-4 :-. • odor(SP). GP-24:16 <br /> PID=4.4 ppm <br /> - 20 <br /> Bottom of exploration boring at 20 feet <br /> - Ground water encountered at 16 feet. <br /> n <br /> 0 <br /> N <br /> cr <br /> N <br /> 2 <br /> U <br /> f <br /> a- <br /> o <br /> 4 Sampler Type(ST): <br /> 8 — 2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: KMA <br /> o _E 3"OD Split Spoon Sampler(D&M) I Ring Sample Q Water Level() Approved by: OKP <br /> ro <br /> w 1 Grab Sample i Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br /> a <br />