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Migizi Group, Inc. BORING NUMBER B-3 <br /> PO Box 44840 PAGE 1 OF 1 <br /> 110411mi! Tacoma,WA 98448 Figure A-4 <br /> I <br /> Telephone: 253-537-9400 <br /> _ Fax: 253-537-9401 <br /> CLIENT Interwest Construction Co. PROJECT NAME RailwayAvenue ImprovementsI _-_ <br /> PROJECT NUMBER P1486-T18 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 12/12/18 COMPLETED 12/12/18 GROUND ELEVATION HOLE SIZE 4.25"HSA <br /> DRILLING CONTRACTOR Holt Services, Inc. GROUND WATER LEVELS: <br /> I DRILLING METHOD D50 Track Rig AT TIME OF DRILLING 7.00 ft <br /> LOGGED BY LBB CHECKED BY JEB AT END OF DRILLING --- <br /> NOTES AFTER DRILLING --- <br /> w 2 <br /> HW Ik Hj C.)a J Lu d O Q P 0-0 <br /> MATERIAL DESCRIPTION <br /> pv QZ OCe MO> j �—' <br /> Lu <br /> 0.0 <br /> -- 0.3 Topsoil,organics and vegetation <br /> I <br /> a- - (GP)Gray gravel with sand and silt(dense,moist)(Fill) <br /> vi <br /> 2 GP <br /> I z <br /> O 2.0 <br /> co_ _ - —.- <br /> 03 (SM)Brown silty sand with gravel(very dense,wet) <br /> - 2.5— , <br /> a SM <br /> CT_ y SS 2-34- <br /> 35 <br /> A S-1 18 (69) ; 3.5 <br /> (SP)Dark gray fine to medium sand with gravel and silt(very dense,moist) <br /> a ' i _ <br /> z <br /> 0 <br /> co <br /> z_5.0 <br /> 2 ` -I <br /> 0 Grades to dense at 5 feet <br /> m 2 _ ;' SS 9-12-18 <br /> _ _ -�, S-2 18 (30) <br /> cn- <br /> II w <br /> 0— — <br /> 7.5 SP <br /> I <br /> _ <br /> o Grades to medium dense and wet at 7.5 feet <br /> Q <br /> U_ _ <br /> j SS 5-6-7 <br /> I w I1 <br /> co- i - <br /> D <br /> U <br /> v <br /> 10.0 <br /> 1 <br /> v <br /> I SS 5-6-5 <br /> o_ _ A S-4 18 (11) 11.0 <br /> I (-9 Solid wood chunk <br /> ? ► 11.5 <br /> o Bottom of borehole at 11.5 feet. <br /> U) <br /> Io <br /> 0 <br /> J <br /> a <br /> m <br /> I J <br /> z <br /> Z <br /> LL <br /> O <br /> } <br /> a <br /> O <br /> U <br />