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Migizi Group, Inc. BORING NUMBER B-4 <br /> ...40.... PO Box 44840 PAGE 1 OF 1 <br /> Tacoma,WA 98448 Figure A-5 <br /> I Telephone: 253-537-9400 <br /> J Fax: 253-537-9401 <br /> CLIENT Interwest Construction Co. PROJECT NAME Railway Avenue Improvements <br /> I 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 /> --- <br /> LOGGED BY LBB CHECKED BY JEB AT END OF DRILLING <br /> NOTES AFTER DRILLING ---I <br /> W c <br /> a= wm WO OZQ U ap MATERIAL DESCRIPTION <br /> I d <br /> wv �z OVce °o00Z gJ <br /> < w <br /> 0.0 <br /> Topsoil and ponds of water <br /> I <br /> ,, ;. 0.5 — <br /> a- c�' �_ (GP)Gray/brown gravel with sand,silt and organics(dense,wet) <br /> cs o C . <br /> i1 _ <br /> IZ /\c; <br /> ct <br /> o GP `-- <br /> m- "co Grades to dry at 2 feet <br /> 2.5 °- \- <br /> 1 �a- _� 3.0 <br /> SS 18 11-17-16 (SP-SM)Gray fine to medium sand with silt,gravel and some mottling(dense,dry to moist) <br /> S-1 (33) <br /> a SP- <br /> ' z- SM <br /> 0 <br /> z 5.0 _ _5.0 <br /> I 0 <br /> (SP)Dark gray fine to medium sand with silt(medium dense,moist) <br /> m <br /> O 'j SS 4-6-6 <br /> cn_ -� S-2 18 (12) <br /> i- <br /> a- <br /> 1 <br /> Li, <br /> 1 cn <br /> H <br /> a_ `1 <br /> O- <br /> ' vYi 7.5 <br /> o- -- Grades to wet <br /> 'a <br /> 0- SP <br /> SS 18 2-5-8 <br /> 111 S-3 (13) <br /> I <br /> W _ <br /> D <br /> U <br /> 10.0 <br /> I <br /> a <br /> r, SS 18 2-2-3 1 Grades to loose <br /> S-4 5 n1.0 <br /> U <br /> (ML)Brown silt with organics(soft to medium stiff,wet) <br /> � ML � 11.5 <br /> O Bottom of borehole at 11.5 feet. <br /> U) <br /> Io <br /> 0 <br /> J <br /> I <br /> I1 <br /> Z <br /> 0 <br /> O <br /> r <br /> I <br /> a <br /> O <br /> U <br />