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assncisted <br />Exploration Lo <br />e a r t h s c i e n c e s <br />Project Number <br />Exploration Number <br />Sheet <br />Incorporated <br />KE160351A <br />EB-1 <br />1of1 <br />Project Name View Ridge Church Ground Surface Elevation (ft) 333 <br />Location Everett, WA Datum NAVD AS <br />Driller/Equipment Geologic / SPT Date Start/Finish 7/28/16,7/28/16 <br />Hammer Weight/Drop 140# / 30" Hole Diameter (in) $ InChPS <br />L p <br />c <br />O <br />— Z <br />N to <br />N <br />Blows/Foot <br />w <br />N <br />a <br />S E <br />E2 T <br />E <br />o <br />m <br />T Uca) <br />O u) <br />DESCRIPTION <br />o <br />m M <br />t <br />° <br />10 20 30 40 <br />Fill <br />Grass cover. <br />S 1 <br />Very loose, moist, gray brown, silty, fine to medium SAND, some fine gravel; <br />2 <br />A4 <br />wood layer (2 inches thick) at sampler tip (SM). <br />2 <br />5 <br />Driller indicated ground water at 5 feet. <br />_ <br />Weathered Vashon Advance Outwash <br />S-2 <br />- <br />2 <br />A5 <br />Loose, wet, rust gray brown, fine to medium SAND (SP). <br />3 <br />Gray, medium SAND at 5.5 feet (SM). <br />.-\Gray <br />brown, silty, fine to medium SAND at 6 feet (SM). <br />Vashon Advance Outwash <br />10 <br />Medium dense, wet, gray, medium SAND (SP). <br />5 <br />S-3 <br />Gray brown, fine to medium SAND at 10.5 feet (SP). <br />7 <br />11 <br />4 <br />15 <br />Very dense, wet, gray brown, fine to medium SAND (SP). <br />16 <br />S-4 <br />26 <br />A60 <br />34 <br />20 <br />Very dense, wet, gray, fine to medium SAND (SP). <br />15 <br />S-5 <br />- <br />40 <br />50/ <br />„ <br />Bottom of exploration boring at 21.5 feet <br />25 <br />30 <br />35 <br />Sampler Type (ST): <br />❑ 2" OD Split Spoon Sampler (SPT) ❑ No Recovery M - Moisture Logged by: SKL <br />3" OD Split Spoon Sampler (D & M) U Ring Sample �Z Water Level() Approved by: ,1NS <br />® Grab Sample Z Shelby Tube Sample 1 Water Level at time of drilling (ATD) <br />