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Project: 1008 Broadway <br />Job Number: 95-048 <br />Location: 1d08 Broadway, Everetl, WA <br />Coordinates: Norlhing: 48.003857, Easting: -122.201424 <br />Surface Elevation: 126.Oft <br />Top of Casing Elev.: <br />Drilling Method� HSA <br />Sampling Method: SPT <br />N-Value ♦ <br />y <br />� � � � � o PL Moisture LL <br />H <br />� Q Q � � � MATERIAL DESCRIPTION � ' <br />p �� m Q � � RQD Recovery � <br />0 50 10� <br />0 • ,�, - <br />1 <br />2 <br />1 sols <br />3 <br />4 <br />5 <br />31 <br />2 <br />50l5 <br />6 <br />7 <br />8 � 3 � so <br />— Loose, dark brown silty SAND with gravel and organics, moist <br />;.�,; [TOPSOIL]. <br />.L. •`, <br />: Medium dense, brown siliy fine lo medium SAND with gravel, moist to <br />. wet [VASHON TILL], <br />-- Low recovery, sampler an obstruction, N-value overstated, medium : <br />. dense. ''` <br />– Becomes dense to very dense, based on drill action. <br />– Two inch thick lens oi paoriy graded coarse SAND. <br />– Refusal in very dense till. <br />Boring terminated at 8 feet below grade, No groundwater seepage <br />encoun�ered during drilling. <br />9 <br />10 :::::::: :::: <br />Completion Depth: S.Oft Remarks: Borings drilled using an Acker Soii Mechanic limited access drill rig. Standard <br />Date Borehole Staried: 3l3/15 Pentration Tests (SP� samper driven with a 140 pound hammer using a rope and <br />D t B hol C I ted� 3/3/15 cathead system falling 30 inChes per stroke. Surface Conditions: lawn. <br />a e ore e omp e . <br />Logged By: SDinkelman <br />Drilling Company: Boretec, Inc. <br />I�GE� LOG OF TEST BORING B-2 <br />���oRPORaT�o FigureA-3 <br />The stratification lines represent approximate boundaries. The transition may be gradual. SIl@2t � Of � <br />