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s <br />�o <br />is <br />L <br />q . o oi <br />�— S�il Descri tion ^^ o � <br />�� O� NS ____OC_________________ � <br />ML Loose to very loose, redtlish to dark 6rown, fine sandy S�� � Z � �4 <br />SILT, moisL (FILL) <br />Very dense, gray, gravelly, silty fine SA1� � and fine sandy <br />SM & SILT, moisL Possi6le cobbles and bould�,�s. � S-2 12-50/G' 10 <br />ML <br />(GLACIAL TILL) <br />� S-7 50/G" �� <br />Bottom of bonng at approximately 6 feet <br />No groundwaler observed during drilling <br />Approximate ground surface = 474 feel <br />o♦PenemtionResistance <br />S ' m •AounueComrnt(%) <br />A S n <br />J � <br />4 � — <br />fl d U� 3 0 :0 �0 60 <br />Drilling Co.: Cascade Drilling <br />Equipment: Truck Mounled CME/Hollow Stem Augers <br />Hammer System: 140-Ib hammer auto-tnp <br />Sampling Method: SPT <br />Date Completed: 70•23•2000 <br />Inspected By: Tan <br />i <br />PanGEOO Fire Station No. 5 Log of Boring BH-2 <br />6801 Beverly Blvd Pa9e 1 0( 7 ss <br />, „ � � • • � � , f • � Evere't, Washington Project No. 0049-100 Figure A•3 <br />