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LOG OF BORING NO. B-1 I Figure No. A•2 <br />Project: Retail Buildinq ProJect No: T•6366 Date D�illed: 9N8/09 <br />Client Steadfast Commerciai Properties Driller. Greaorv Drillinq Logged By: DPL <br />Locatlon: Everell, WA Approx. Elev: 511 feel <br />� Pocket Penetrometer <br />v TSF n <br />m Consistency/ � 2 3 4 <br />V� Soil Dascriplion Reiative Density � � � � <br />r Q � Moislure Content % SPT (N) <br />v� V'%P I-•---x---� WI • Blows/ry • <br />p N 10 30 50 70 90 10 20 30 40 <br />.1 I.I I I I.� I I 1 1 I 1 <br />4"ASPHALTandiracel•t/4"croshed. ' �. . • . <br />� Brown ta flrayish-brown silly SAND with Dense � ��� �� <br />gravel, line grained sand, moisL (SM) � - . � � � <br />Z------------------------------- ---------- R.. . : � � � � ai <br />7 <br />Gray silry SAND wilh gravel, fine grained <br />sand, moist. <br />(SM) (Glaclal Till) <br />Very Dense <br />I <br />10' <br />t1 <br />12 <br />13 <br />1 <br />7 <br />Terminated al approximalely 15.5 Ieet. <br />No�roundwalerseepage encountered. <br />x <br />i2 . <br />x <br />7 <br />Note: Thls borchoie log Ws Deen pm0��ed lor 9eaechnlcal pur�ses. ThL Terra <br />inlorm�lionperlainsonlybtnisbonnglocalionand;hoWdnolbeink�De�etl Assoeiates, �nC. <br />a, belog inl��cafve ol oNer oreas ol the si;e. Consu'tams in Geotechnical Enqineenng, Geobgy <br />and Envi�onmenlal Eanh Scienas <br />