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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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Street Name
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-2 <br />1of1 <br />Project Name Kierstein Residence Retaining Wall Ground Surface Elevation (ft) 457.5 <br />Location Everett, WA Datum NAVD 88 <br />Driller/Equipment Geologic Drill Partners / HSA w/ Mini Track Drill Date Start/Finish 4/'J0/1g 4/'J0/1g <br />Hammer Weight/Drop 140# / 30 Hole Diameter (in) 7 <br />cC <br />� <br />5 <br />c <br />.O <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 />`6' <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 />S-1 <br />.' <br />Moist, dark brown, silty, SAND, some organics, trace gravel; nonstratified <br />2 <br />A4 <br />(SM) <br />2 <br />As above. <br />S-2 <br />2 <br />A3 <br />Quaternary Landslide Deposits (Weathered Vashon Advance Outwash ? <br />1 <br />/ Fill) <br />Moist, brownish orange with iron oxide, fine to medium SAND, some silt, <br />5 <br />trace gravel, trace organics; nonstratified (SP-SM). <br />S 3 <br />0> <br />Moist, brownish orange, fine to coarse SAND, trace to some silt, trace <br />A2 <br />gravel, trace organics (rootlets) (SW-SM). <br />1 <br />Driller notes wood fiber in drill cuttings above -9 feet. Becomes more firm <br />at -9 feet. i <br />Vashon Advance Outwash <br />10 <br />Moist, brownish olive with slight iron oxide, fine to medium SAND, trace to <br />S-4 <br />some silt, trace coarse sand, trace fine gravel (SP-SM). <br />9 <br />12 <br />7 <br />15 <br />15 <br />Moist, olive, fine SAND, trace to some silt and fine to medium SAND, trace <br />S-5 <br />:... <br />gravel, trace silt; interbedded (SP-SM). <br />15 <br />23 <br />49 <br />i <br />26 <br />Wet in shoe at 16.5 feet. <br />20 <br />Very moist to wet, olive, fine to coarse SAND, trace fine gravel, trace silt; <br />S-6 <br />crudely bedded (SW). <br />10 <br />16 <br />34 <br />18 <br />Bottom of exploration boring at 21.5 feet. <br />Groundwater encountered at -16.5 feet. <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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