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. LOt. OF TEST BORING NO. �-2 <br /> CLIENT: Valmont Microtlect DATB OF EXPLORATION: I I/18/2000 <br /> PROJECT: SERS Public Safery 9-1-1 Communications EQUIPMENT: CME75 hollow stem w/auto hammer <br /> Towcr LOGGED E3Y: Troy Hull <br /> LOCATION: 3702 Tulalip Ave, Evcrett, WA pORING LOCATION: See Boring Location Plan anache <br /> PSI PROJECTNUMBER: 704-05224-5 <br /> SURF. C-LEV.: <br /> me � � ou� <br /> uF.. ni O vi rn � F- � z u�i�' � u�i <br /> z � N — <br /> -� o V`� F- � � " fn �n REMARI:S <br /> = a SOIL DGSCRIPTION � N j �n W < � U Z � o <br /> a z } �V 'pz > 3 O � ao <br /> � 2 y L C z o a h Q � <br /> q N m <br /> SPT TOPSOIL-moist,firm,brown,silry clay,rootcd,3 CL-ML g <br /> I inchesthick <br /> SILTY LEAN CLAl'-light brown,moist,soR to <br /> SPT hard 13 4 <br /> 2 <br /> - 5 MC I2 �7 <br /> I <br /> SPT 23 �2 3 9G <br /> 3 �ccomcs bluo-gray in color <br /> - �� SPT 3G 1 <br /> a <br /> - IS SPT 19 <br /> 5 <br /> -'0 srr s� <br /> G <br /> �°5 srr sz <br /> � <br /> 6orin y�tcmiinalcd at 26-U2 fcct bclo���graJc. <br /> �ackf Ilcd�rilh gmnular bentonitc on I I/18/00. <br /> Groundwalcr was cncounmred at 21-I/2 fcct bclow <br /> -30 6radc. <br /> 8 Stratificalion lincs/dcplhs shown are approsimatc. <br /> Actual soil conditions cncountcrcd during <br /> construction may vaq�Gom those described above. <br /> c N-values shown above have been correc�ed <br /> a -35 (original valuc�vas nwlUplicd by LS)to <br /> ° correspond to thc saf�q�hammcr. <br /> i <br /> n' <br /> u <br /> 0 <br /> -ao <br /> a <br /> m <br /> � G032 Narth Cuucr Cirdc, Suitc•1S0 <br /> /7��/ Portland. Oregon97217-U12G <br /> ��/ (300) 7S3-G9S5 <br />