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� <br />eQ�'\��o`y��`�a����e, �°dy�F����`Q�c G9 <br />o N� �c� � e 5° 05 <br />9 1 1Ii I'L <br />4G 2 � ;'i�' <br />ij�i <br />i' <br />S hl <br />I'!' <br />� <br />BORING 4 <br />Descriptiai <br />6 inches of asphait pavement over, <br />A�proximate <br />Grourtd Surface <br />Efevation: 93.0 ft <br />Light brown, mottled with gray and orange, sandy SILT with aravel, non-plasf c, <br />moist, loose <br />Lighi bro�vn, mottled with orang^, sdty SA�4D �•:!Ih gravel, (ir,e to nsedium <br />,ra�ned, meisl, densz (Gl2ciai Till) <br />10 j; <br />I <br />77 3� ` j -becomes li,nt 9ra„ very dense <br />I 1: <br />' Test boring was terminated on @1ay 3, 2012 at 11.5 feet. <br />* Ground�vater was not encountered during drilling. <br />15 <br />25 <br />G�OT�CI-I <br />CONSUCI'ANI'S, INC. <br />T�ST I30RING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />Job Date: Loggedby: Plate: 6 <br />12060 May 2012 JLH <br />� <br />Y <br />