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Project: 1008 Broadway <br />Job Number: 15-048 <br />Location: 1008 Broadway, Everett, WA <br />Coordinates: Northing: 48.003857, Easting: -122.201424 <br />.� <br />� <br />� <br />3 <br />0 <br />m <br />1 <br />2 <br />1 50/6 <br />3 <br />4 <br />5 <br />31 <br />2 <br />50/5 <br />6 <br />7 <br />3 50 <br />8 <br />9 <br />Surface Elevation: <br />Top of Casing Elev.: <br />Drilling Method: <br />Sampling Method: <br />� <br />H� <br />L � MATERIAL DESCRIPTION <br />� � <br />O <br />126.Oft <br />HSA <br />SPT <br />'"' `` Loose, dark brown silty SAND with gravel and organics, moist <br />�;.,�.�; [TOPSOIL]. <br />i ,\ <br />Medium dense, brown silty fine to medium SAND with gravel, moist to <br />wet [VASHON TILL]. <br />-- Low recovery, sampler on obstruction, N-value overstated, medium <br />dense. <br />-- Becomes dense to very dense, based on drill action. <br />-- Two inch thick lens of poorly graded coarse SAND. <br />-- Refusal in very dense till. <br />Boring terminated at 8 feet below grade. No groundwater seepage <br />encountered during drilling. <br />10 ' <br />Completion Depth: 8.Oft <br />Date Borehole Started: 3/3/15 <br />Date Borehole Completed: 3/3/15 <br />Logged By: SDinkelman <br />Drilling Company: Boretec, Inc. <br />PanGEO <br />1 M C O R P O R A T E D <br />N-Value � <br />PL Moisture LL <br />� RQD Recovery � <br />50 100 <br />>�, <br />....... <br />........ <br />Remarks: Borings drilled using an Acker Soil Mechanic limited access drill rig. Standard <br />Pentration Tests (SPT) samper driven with a 140 pound hammer using a rope and <br />cathead system falling 30 inches per stroke. Surface Conditions: Lawn. <br />LOG OF TEST BORING B-2 <br />The stratification lines represent approximate boundaries. The transition may be gradual. <br />Figure A-3 <br />Sheet 1 of 1 <br />