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IEarth Solutions NW BORING NUMBER B-5 <br /> E.lf[h 1805-136th Place N.E.,Suite 201 <br /> Solution Bellevue,Washington 98005 PAGE 1 OF 3 <br /> 1 NMI it Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Ventas Construction Inc. PROJECT NAME Soundview Business Center <br /> PROJECT NUMBER 4011.03 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 4/19/16 COMPLETED 4/19/16 GROUND ELEVATION HOLE SIZE <br /> DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: <br /> III <br /> DRILLING METHOD HSA AT TIME OF DRILLING — <br /> LOGGED BY BJP CHECKED BY BTS AT END OF DRILLING --- <br /> NOTES Topsoil, Silty Sand AFTER DRILLING - <br /> 1 0 <br /> )-CC >- cn w U <br /> Coa j j Q TESTS U a 0 MATERIAL DESCRIPTION <br /> I o > <br /> wv tiZ 0 t.0 OpO> 0 g� <br /> < o: <br /> 0 <br /> Brown silty SAND with gravel, loose to medium dense,moist <br /> -becomes gray <br /> I - <br /> '- 5 <br /> ;` SM <br /> -becomes dense <br /> SS 78 7-17 25 MC=9.50% [USDA Classification:gravelly fine sandy LOAM] <br /> (42) Fines=33.30% <br /> I '- <br /> 10.0 <br /> 0 <br /> Gray sandy SILT,very dense,moist <br /> \� SS 11 7-26-50/6" MC=13.20% <br /> I - - <br /> ML <br /> 0 <br /> - <br /> 0 <br /> I <br /> 15 <br /> z MC= 10.40% [USDA Classification:slightly gravelly LOAM] <br /> o XI SS 75 36 50/6" Fines=50.60% <br /> I `?- 17.0 <br /> Gray silty SAND with gravel,very dense, moist <br /> SM <br /> co <br /> Q— — <br /> CC <br /> w <br /> I r <br /> 20 <br /> (Continued Next Page) <br />