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Project: 1008 Broadway <br />Job Number: 15-048 <br />Location: 1008 Broadway, Everett, WA <br />Coordinates: Northing: 48.003836, Easting: -122.201255 <br />� O a � +�-. <br />w � � � � � <br />Surface Elevation: <br />Top of Casing Elev.: <br />Drilling Method: <br />Sampling Method: <br />� Q, Q ; � E MATERIAL DESCRIPTION <br />� <br />� � `n m O � <br />n <br />1 <br />2 <br />5 <br />3 <br />1 15 <br />21 <br />4 <br />5 <br />46 <br />2 <br />50/5 <br />6 <br />7 <br />3 50/6 <br />8 <br />`'` Loose, dark brown silty SAND with gravel and organics, moist <br />, ,;.�; [TOPSOIL]. <br />124.Oft <br />HSA <br />SPT <br />Medium dense, brown silty fine to medium SAND with gravel, moist <br />[VASHON TILL). <br />-- Becomes dense. <br />-- Iron oxide staining, mottled. <br />-- Becomes gray. <br />-- Becomes very dense. <br />-- Refusal in very dense till. <br />N-Value � <br />PL Moisture LL <br />� RQD Recovery � <br />0 50 10 <br />.. <br />Boring terminated at 8 feet below grade. No groundwater seepage <br />encountered during drilling. <br />9 <br />.. <br />10 <br />Completion Depth: g.pft 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 failing 30 inches per stroke. Surface Conditions: Landscaped Area. <br />Logged By: SDinkelman <br />Drilling Company: Boretec, Inc. <br />P GEQ LOG OF TEST BORING B-1 <br />an <br />1 H C O R P O R A T E D Figure A-2 <br />The stratifcation lines represent approximate boundaries. The transition may be gradual. SI122t 1 of 1 <br />