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LOG OF BORING NO. 3 FigureNo. A•4 <br />Projec;: Retail Buildinq ProJect No: T-6366 Date Ddlled: 9118/09 <br />Client: Sleadfasl Commerciai ProneAies Driller: Greporv �rillinp Logged By: DPL <br />Locatlon: Evaroll. WA Approx. Elev: 511 (eel <br />2 Pocket Penelromeler <br />Consistency! � TSF c <br />� 1 2 3 4 <br />:-` Soil Descnplion Relative Densi(y � � �. � <br />r n Moisture CoMent % SPT (tJ) <br />Q N WP I•-•-•x•-•-� WI • BlowslN • <br />10 30 50 70 90 10 20 30 40 <br />�.i i� i i i.i.i. . i. i� i <br />6' ASPHALT and trace 1•1/4" crushed. �� � .. . <br />1 <br />2 .a <br />x. <br />3 Grayish•bro�mSAND wilh gravel and sill, (ine Nedium Dense . .� � �� 22 - <br />q lo coarse grained, moisL (SP-SM) (Maybu fill) -, •' <br />5 .1 � �. - � �r <br />6 x ., <br />7 <br />0 .� <br />Very Dense z . 50 <br />9 <br />10 0 '.� <br />>i Dense - � � � <br />72 <br />= 13 3? <br />. 14 <br />1 <br />� g Gray SAND wilh gravel and silt, fine to coarse - Ve IIens� - x2 : . 50l1" <br />�rained, wet. (SP-SM) (Recessional ouhvash) ' � � <br />7G <br />17 Termina!ed at npprox(mately 15 fecL � � , <br />18 Groundwater seepage encouMered between � <br />apProximately 13 feet to 15 feoL � <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />Nole' TMs bereMle log has been pmpared lor geo:echnlcal0��0ows. 7T�s Terra <br />in(ortnationpetlainsonlylolhizbonrglocalionandshouldno�0eintcrpeled Assoeiates ��1C. <br />Ps beinglntlicaUve ofoVief ereds ol Ihe Uite. � <br />Consutlants in Geotec�nkol Enqincerinp, Geology <br />and Emwonmenlal Eann Sclences <br />