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�� o <br /> BORING I <br /> \A\6 �. a§\eQ,�° Qc� 5a��\ JS�� Description <br /> Crushed rock over: <br /> Rust-brown silty SAND with gravel,fine to coarse-grained, moist, loose(FILL) <br /> 4 1 I -becomes gray and brown <br /> 5 — <br /> 3 2 <br /> FILL <br /> 7 3 <br /> 10 — -becomes gray <br /> 6 4 <br /> 40 5Rust-brown silty SAND with gravel,fine to medium-grained, moist,medium-dense <br /> -becomes gray,dense(Glacial Till) <br /> 15 — <br /> 50/6" 6 -becomes fine to coarse-grained,very dense <br /> { SMF <br /> 20 <br /> *50/2" 7 to *Overstated blow counts-driving on a rock <br /> _. 1 1 <br /> 0 0 on Brown gravelly SAND,fine to coarse-grained, moist,very dense <br /> _ � ,00�oo <br /> 25 — 1Swla <br /> 89/11" 8 <br /> * Test boring was terminated at 26.5 feet on October 18, 2016. <br /> * No groundwater seepage was encountered during drilling. <br /> 30 — <br /> 1 <br /> BORING LOG <br /> GEOTECI-� 6107 Berkshire Drive <br /> CONSULTANTS,INC. Everett, Washington <br /> IJob 16298 1Date: <br /> 2016 I Logged b ASM I Pate; 6 <br /> 1 <br />