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Project: 1008 Broadway <br />Job Number: 15-048 <br />Location: 1008 8roadway, Everett, WA <br />Coordinates: Northing: 48.00393, Easting: -122.201441 <br />� � � ' N <br />z � cD a� � <br />Surface Elevafion: 126.Oft <br />Top of Cas9ng Elev.: <br />Driliing Method: HSA <br />Sampling Meihod: SPT <br />� �' � �' ~ � MATERIAL DESCRIPTION <br />a Q v� � <br />o� ro o .-��. v� <br />cn° '� m O <br />� >—'• `. Loose, dark brown silty SAND with gravel and organics, moist <br />;;.�,; (TOP501L]. <br />� . ,� <br />: Medium dense, brown silty fine to medium SAND with gravel, moist. <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 />N-Value � <br />PL Moisture LL <br />i—� i <br />� RQD Recovery � <br />50 10 <br />. r--,- <br />- Becomes very dense, gray. : :\ <br />— Refusal on very dense till. <br />Boring terminated at 6.5 teet below grade. No groundwater seepage _ <br />encountered during drilling. <br />8 <br />9 <br />i0 <br />Completion Depih: 6.5k Remarks: Borings drilled using an Acker Soil Mechanic limited access dritl rig. Standard <br />Date Borehole StaKed: 3/3/�g Pentration Tesis (SPT) samper driven with a 144 pound hammer using a rope and <br />t B h I C I t d /3l15 cathead system falling 30 inches per stroke. Surface Conditions: Lawn. <br />Da e ore o e omp e e. 3 <br />Logged By: SDinkelman <br />Drilling Company: Boretec, Inc. <br />1 Q1�.GE� L4G OF TEST 64RING B-3 <br />iNcoRPonwTED FigureA-4 <br />The slralification lines represent approximate boundaries. The transition may be gradual. SI12G't � Of � <br />