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BORING 1 <br /> ec Ose e <br /> o\`P \'Se's°0) l e�� <br /> k ‘e"CC\\ JSC) 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 5 !iii /Rust-brown silty SAND with gravel,fine to medium-grained, moist,medium-dense <br /> -becomes gray, dense(Glacial Till) <br /> 1550/6's 6 M -becomes fine to coarse-grained,very dense <br /> 20 — *50/2" 7 *Overstated blow counts-driving on a rock <br /> ,1111 <br /> a o°ao Brown gravelly SAND,fine to coarse-grained, moist,very dense <br /> 25 <br /> 89/11" 8 0 o <br /> * Test boring was terminated at 26.5 feet on October 18, 2016. <br /> * No groundwater seepage was encountered during drilling. <br /> 30 -- <br /> BORING LOG <br /> GEOTECH 6107 Berkshire Drive <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: I Logged by: fPIate: <br /> 16298 Nov. 2016 ASM 6 <br />