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HAND-AUGER BORING: HA-1 <br /> LOGGED BY GD LOG DATE: 12/8/2021 GROUND ELEV. 314 feet+/- <br /> • DEPTH SAMPLE Water OTHER TESTS/ <br /> ft. USCS SOIL DESCRIPTION No. % COMMENTS <br /> Gravel,gray,dense to very dense,damp; -Probe 0"at 0' <br /> GP (apparent fill) -Probe 8"at 0.7' <br /> 1 _—` — I-- <br /> Silty SAND,brownish-gray,densse,moist; <br /> SM with some subrounded gravel Si <br /> 2 _ _Listurbed tilIL -Probe 0.0"at 1.7 <br /> GP Gravel,gray,dense to very dense,damp; <br /> 3 (apparent fill) <br /> Total depth=1.7 feet <br /> No groundwater encountered.Refusal met in gravel material. <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> HAND-AUGER BORING: HA-2 <br /> LOGGED BY GD LOG DATE: 12/8/2021 GROUND ELEV. 314 feet+/- <br /> DEPTH SAMPLE Water OTHER TESTS/ <br /> ft. USCS SOIL DESCRIPTION No. % COMMENTS <br /> Silty SAND,dark brown, loose,moist; -Probe 34"at 0' <br /> SM with some subrounded gravel,organics _ <br /> 1 _ (topsoil) <br /> Silty SAND,brown,loose to medium dense,damp to moist; <br /> 2 SM with some subrounded gravel and cobbles <br /> _ (weathered till) <br /> S1 -Probe 6"at 2.3' <br /> Silty SAND,brownish-gray,dense to very dense,damp;with some S2 -Probe 1"at 3.0' <br /> SM <br /> _ subrounded gravel and cobbles,some mottling <br /> 4 (glacial till) <br /> _ Total depth=3.1 feet <br /> 5 No groundwater encountered. <br /> 6 <br /> 7 <br /> HAND AUGER BORING LOGS <br /> GEO Group Northwest, ROPOSED GARAGE ADDITION <br /> Inc.Inc. 4730 -SEAHURST AVE <br /> Geotechnical Engineers,Geologists,& EVERETT,WASHINGTON 98203 <br /> Environmental Scientists <br /> JOB NO. G-5593 DATE 12/30/21 APPEND. A2 <br /> • <br /> Il <br />