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associated <br />Exploration Lo <br />earth sciences <br />Project Number <br />Exploration Number <br />Sheet <br />incorporated <br />180614EO01 <br />EB-4 <br />1of1 <br />Project Name Kierstein Residence Retaining Wall Ground Surface Elevation (ft) 449 <br />Location Everett, WA Datum NAVD 88 <br />Driller/Equipment Geologic Drill Partners / Acker Date Start/Finish 4/'JQ/1 9 4/'JQ/1 9 <br />. <br />Hammer Weight/Drop 140# / 30 Hole Diameter (in) 7 <br />cC <br />� <br />5 <br />c <br />.2 <br />a) <br />n� <br />6 <br />> <br />J <br />CO <br />U) <br />3 <br />Blows/Foot <br />w <br />d) <br />a <br />S E <br />`2' <br />0 u) <br />o <br />o <br />T in <br />DESCRIPTION <br />" <br />m <br />in <br />r <br />° <br />10 20 30 40 <br />Quaternary Landslide Deposits (Fill ?) <br />Moist, brown and brownish olive, fine SAND, some silt, trace organics; <br />S 1 <br />layered abundant organics at 2.5 feet (SP-SM). <br />3 <br />3 <br />6 <br />3 <br />5 <br />Quaternary Landslide Deposits (Weathered Vashon Advance Outwash <br />S 2 <br />?) <br />Moist, olive, fine to medium SAND, trace coarse sand, trace fine gravel; <br />3 <br />4 <br />10 <br />nonstratified (SP-SM). <br />6 <br />Vashon Advance Outwash <br />Moist, olive with slight iron oxide above —8 feet, fine SAND, trace to some <br />S-3 <br />silt, trace fine gravel; stratified to massive (SP-SM). <br />13 <br />A <br />15 <br />29 <br />---------------------------------- <br />14 <br />Moist to very moist, brownish gray, fine to coarse SAND, trace gravel, trace <br />10 <br />silt; stratified (SW). <br />S-4 <br />Moist, light brownish olive, fine to medium SAND, some silt, trace coarse <br />11 <br />A34 <br />sand, trace organics 11 to 11.25 feet; occasional silt rip up clasts; stratified <br />21 <br />(SP-SM). <br />Moist, olive, fine to medium SAND, trace to some silt, trace fine gravel <br />S-5 <br />fining downward to fine SAND, some silt to SILT, trace fine sand; stratified <br />22 <br />(SP-SM/ML). <br />25 <br />62 <br />37 <br />15 <br />Bottom of exploration boring at 15 feet. <br />No groundwater encountered. <br />20 <br />Sampler Type (ST): <br />m 2" OD Split Spoon Sampler (SPT) ❑ No Recovery M - Moisture Logged by: FSM <br />m 3" OD Split Spoon Sampler (D & M) Ring Sample Q Water Level Q Approved by: CJK <br />® Grab Sample 0 Shelby Tube Sample 1 Water Level at time of drilling (ATD) <br />