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� <br />Project: 1008 Broadway <br />Job Number: 15-048 <br />Location: 1008 Broadway, Everett, WA <br />Coordinates: Northing: 48.00393, Easting: -122.201441 <br />o � � � <br />� � � � � � <br />Surface Elevation: <br />Top of Casing Elev.: <br />Drilling Method: <br />Sampling Method: <br />-� Q. Q ; � � MATERIAL DESCRIPTION <br />0 � � o � cn <br />cn � m O <br />n <br />1 <br />2 <br />14 <br />3 <br />1 40 <br />37 <br />4 <br />5 <br />2 50/4 <br />6 <br />7 <br />8 <br />9 <br />126.Oft <br />HSA <br />SPT <br />`'` Loose, dark brown silty SAND with gravel and organics, moist <br />;, . �;.�; [TOPSOIL]. <br />� ,` <br />Medium dense, brown silty fine to medium SAND with gravel, moist. <br />-- Becomes very dense, gray. <br />-- Refusal on very dense till. <br />Boring terminated at 6.5 feet below grade. No groundwater seepage <br />encountered during driiling. <br />N-Value � <br />PL Moisture LL <br />� RQD Recovery � <br />50 100 <br />... <br />........ <br />10 <br />Completion Depth: 6.5ft Remarks: Borings drilled using an Acker Soil Mechanic limited access drill rig. Standard <br />Date Borehole Started: 3/3/15 Pentration Tests (SPT) samper driven with a 140 pound hammer using a rope and <br />Date Borehole Completed: 3/3/15 cathead system falling 30 inches per stroke. Surface Conditions: Lawn. <br />Logged By: SDinkelman <br />Drilling Company: Boretec, Inc. <br />P GEQ LOG OF TEST BORING B-3 <br />1 <br />an � <br />1 N C O R P O R A T E D Figure A-4 <br />The stratification lines represent approximate boundaries. The transition may be gradual SI12et 1 of 1 <br />