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5816 25TH AVE W 2025-06-25
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5816 25TH AVE W 2025-06-25
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6/25/2025 10:04:47 AM
Creation date
4/2/2025 10:25:43 AM
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25TH AVE W
Street Number
5816
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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-3 <br />1of1 <br />Project Name Kierstein Residence Retaining Wall Ground Surface Elevation (ft) 448 <br />Location Everett, WA Datum NAVD 88 <br />Driller/Equipment Geologic Drill Partners / Acker Date Start/Finish 4/'JQ/1 q 4/'JQ/1 q <br />Hammer Weight/Drop 140# / 30 Hole Diameter (in) 7 <br />cC <br />� <br />5 <br />c <br />.2 <br />a) <br />n� <br />� <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 ? / Weathered Vashon Lodgement <br />Till) <br />Moist, reddish brown, silty, SAND, some organics; faintly stratified (SM). <br />S-1 <br />Quaternary Landslide Deposits (Vashon Lodgement Till) <br />2 <br />Al <br />Moist, olive with iron oxide, silty, SAND, trace fine gravel; nonstratified <br />14 <br />(SM). <br />5 <br />Added water to keep drilling from 5 feet. <br />S2 <br />8 <br />7 <br />11 <br />Quaternary Landslide Deposits (Vashon Advance Outwash ?) <br />4 <br />Moist, olive, fine to medium SAND, trace to some silt, trace coarse sand; <br />faintlystratified_(SP-SM)._____________________i <br />Vashon Advance Outwash <br />Moist, brownish olive with slight iron oxide, fine to medium SAND, trace to <br />S-3 <br />some silt, trace coarse sand; stratified (SP-SM). <br />6 <br />A2 <br />15 <br />10 <br />No recovery, only some slough. Likely pounded on rock. <br />S-4 <br />21 <br />25 <br />58 <br />33 <br />15 <br />Moist, olive, fine SAND, trace silt ranging to silty, trace gravel; stratified <br />S-5 <br />(SP/SM). <br />19 <br />28 <br />A <br />60 <br />32 <br />Bottom of exploration boring at 16.5 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 />
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