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.e et o e <br /> BORING 2 <br /> �`o�� ����\e����9e ����\ JSG Description <br /> r 1-1/4 inch minus crushed rock(FILL) <br /> Gray and brown silty SAND with gravel,fine to coarse-grained, moist,loose(FILL) <br /> 5 — <br /> 3 1 <br /> 10 — <br /> r 5 2 <br /> FILL <br /> 15 — -becomes fine to medium-grained <br /> 7 3 <br /> 20 r— -becomes medium-dense <br /> 12 4 <br /> 25 — -becomes loose <br /> 8 5 <br /> Brown gravelly SAND,fine to medium-grained, moist, medium-dense <br /> r <br /> 30 — `ap <br /> 22 6 : .... I,;; <br /> GraysiltySAND with ravel,fine to medium rained,moist,verydense(Glacial <br /> 35 –r ..I 9 9 Till) <br /> 50/5" 7 ' SM <br /> r 50/6" 8 <br /> r , <br /> r * Test boring was terminated at 37 feet on October 18, 2016. <br /> * No groundwater seepage was encountered during drilling. <br /> 40 — <br /> BORING LOG <br /> GEOTECH 6107 Berkshire Drive <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: I Logged by: 1Piate: <br /> 16298 Nov.2016 ASM 7 <br />