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LOG OF BOR:NG NO. B-2 I FigureNo. A-3 <br />ProJect: Re�ail Buildinq ProJect No: T-fi366 Dete Drllled• 911C.'09 <br />CIIenL• Stead(ast Commercial PropeAies Driller. Greqorv Drillintl Logged By: DPL <br />LocaBon; Everett, WA Approx. Elev: 517 feel <br />ZPocket Penelrometer <br />m <br />Consistenc I ° TSF ° <br />�—` Soii Descriplion Relalive Dansily �. ?. .3 4 <br />v " Moicture Conlent % SPT (N) <br />L � <br />U m WP I.._�X-.._� WI • EIIOWSIf( • <br />o N 10 30 50 70 90 10 20 30 40 <br />i i�.i. i i� i i. i. i .i � . <br />5" ASPHALT and trace 1-t14" crushed . � . . � � . . . <br />� Fill: gray sand wilh grave�, fine grained, dry. Dense � . . � � . . ' � • <br />z (SP) Layer of geoloxtile a; 2 feeL , . . � � . � . <br />.fi . . . . ' 33 . <br />3 Dense z- � � :• � <br />4 <br />5 Grayish-brown silly SAND wilh gravel, finc Ve Denso •0 � � � <br />grained sand, moisl. (SM) �Y � . � ' . ' ; . � <br />6 I <br />7 <br />tt <br />:i <br />1 <br />1 <br />19 <br />20 <br />21 <br />24 <br />25 <br />29 <br />Gray SAND, fine graineA, dry. (SP) <br />_becomes moisl__________________ <br />Gray GRAVEL wilh sand and sill, fine to <br />coarse grained, vret. (GP-GM) <br />Gray SILT, molsl (ML) non•plaslic. <br />Termin�led al approximately -16 feel. <br />Gmundwaler seepage oncounlered belwecn <br />approzimately 13 feel to 15 fee(. <br />Dense z"". - � <br />.a : <br />Very Dense x <br />Very Oense ��1 � � <br />?A.5 <br />Hard x <br />e <br />Note: T�is �o�ehde b8 ��s hecn preDarcd for geolechmwl Ourposes. T�i; Te��a <br />inlermalionDen.i�nsonlytothis6onngloca;ionanAShouWnolMinterpeletl Associates �i1C. <br />as �eing inEiwtrve of olher areas ol Ne sik. Consullanls in Geotecnnical Enqineeri(g, Gcrobgy <br />and Envuonmenla� EanA Sciences <br />