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Project: 1008 Broadway <br />Job Number: 15-OA8 <br />Location: 1008 Broadway, Everett, WA <br />Coordinates: Northing: 48.003836, Easting: -122.201255 <br />� Z T 'C N <br />� � � � � <br />Suriace Elevat+on: 124.Oft <br />Top of Casing Elev,: <br />Drilling Method: HSA <br />Sampling Method: SPT <br />�' E MATERIAL DESCRIPTI�N <br />� Q Q N � <br />� t� "� m O � <br />n <br />1 <br />2 <br />5 <br />3 <br />1 i5 <br />2t <br />4 <br />5 <br />46 <br />2 <br />5015 <br />6 <br />7 <br />3 50/6 <br />8 <br />'—'' Loose, dark brown silty SAND with gravel <br />;.� [TOPSOIL}. <br />i.J <br />�T J�. <br />: Medium dense, brown silty fine to medium <br />: (VASHON TILL]. <br />-- BeComes dense. <br />– Iron oxide staining, mottled. <br />– 8ecomes gray. <br />– Becomes very dense. <br />. – Refusal in very dense lill. <br />and organics, mo <br />with gravel, moisi <br />Boring terminated at 8 feet below grade. No groundwater seepage <br />encountered during drilling. <br />N-Value ♦ <br />PL Moisture ll <br />� �—i <br />� RQD Recovery � <br />50 10 <br />9 <br />�a <br />Completion Deplh: g,pff Remarfcs: Borings drilled using an Acker Soil Mechanic limited access drill rig. Standard <br />Date Borehole Statied: 3/3/� � Pentration Tests (SPT) samper driven with a 140 pound hammer using a rope and <br />Date Borehole Com leted� 3/3/15 cathead system falling 30 inches per stroke. Surface Conditions: Landscaped Area. <br />P • <br />Logged By: Sbinkelman <br />Drilling Company: Boretec, Inc. <br />�y��Ee LOG OF TEST BORING B-1 <br />.i c,u. � <br />1 M C O R P O H A T E D Figure A-2 <br />The straiification lines represenl approximate boundaries. The transiiion may be gradual. SIl@2t "I Of � <br />