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Migizi Group, Inc. BORING NUMBER B-5 <br /> PO Box 44840 PAGE 1 OF 1 <br /> Tacoma,WA 98448 Figure A-6 <br /> Telephone: 253-537-9400 <br /> 1k I:: .: <br /> Fax: 253-537-9401 <br /> CLIENT Interwest Construction Co. PROJECT NAME Railway Avenue Improvements <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 /> DRILLING METHOD D50 Track Rim AT TIME OF DRILLING 7.50 ft <br /> --- <br /> LOGGED BY LBB CHECKED BY JEB AT END OF DRILLING __- __ <br /> NOTES AFTER DRILLING --- <br /> W c <br /> ~^ w 0° w Z J v a MATERIAL DESCRIPTION <br /> Qz W Uz (7 <br /> 0.0 <br /> Sod and topsoil <br /> _ (GP)1/2"to 2"gray/brown gravel with sand and silt(dense,moist) <br /> o <br /> m- - o , <br /> pp C \C <br /> !I7 <br /> -3.0 - <br /> _� / SS 18 10-20-18 (SP)Black fine to medium sand with burnt organics,gravel and silt(dense,moist) <br /> 6 S-1 (38) <br /> co <br /> i- / SP <br /> z <br /> I o_ 4.5 <br /> cn (SM)Brown silty sand with organics and gravel(loose to medium dense,moist) <br /> z 5.0_ <br /> m i <br /> , <br /> 1 — SM 5.5 <br /> Q^ SS 18 2-7-5 (SP)Dark gray fine to medium sand with silt and gravel with lenses of fine sand and organics <br /> (1,_ S-2 (12) (medium dense,moist) <br /> E- / <br /> SP <br /> 0 <br /> O- - <br /> 1- <br /> - 8.0 <br /> SS 18 3-6-7 ML (ML)Dark gray silt with fine sand(medium dense, moist to wet) <br /> w <br /> IL I (SP)Dark gray fine to medium sand with silt and gravel with lenses of fine sand and organics <br /> __ (medium dense,moist) <br /> U <br /> a - - <br /> v <br /> I ."-)_10.0s <br /> T — - SP Grades to fine to coarse sand and no gravel <br /> / SS 18 1-2-2 <br /> o <br /> 9 S-4 (4) <br /> - <br /> D- <br /> 11.5 <br /> 0 Bottom of borehole at 11.5 feet. <br /> LI <br /> (r) <br /> I 8,71 J <br /> I <br /> I J <br /> w <br /> z <br /> o <br /> , <br /> O <br /> } <br /> O <br /> U <br />