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Earth Solutions NW TEST PIT NUMBER TP-3 <br /> I Edrtfl 1805- Place N.E., Suite 201 PAGE 1 OF 1 <br /> SOIUt{Otl Bellevuee,,Washington 98005 <br /> NMI I r Telephone: 425-449-4704 <br /> I Fax: 425-449-4711 <br /> CLIENT Veritas Construction PROJECT NAME Soundview Business Center <br /> PROJECT NUMBER 4011 PROJECT LOCATION Everett,Washington <br /> IDATE STARTED 7/31/15 COMPLETED 7/31/15 GROUND ELEVATION 302 ft TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION I <br /> LOGGED BY BTS CHECKED BY BTS AT END OF EXCAVATION — <br /> NOTES Depth of Topsoil&Sod 10"-12":brambles AFTER EXCAVATION — <br /> PU <br /> W-- p <br /> a• §p MATERIAL DESCRIPTION <br /> O 0 <br /> 0 <br /> Brown silty SAND with gravel,medium dense,moist(Weathered Till) <br /> I - - <br /> - <br /> -oxide staining <br /> SM <br /> 5 -becomes gray,dense to very dense(weathered till) <br /> -sparse cobbles and boulders <br /> o -increased sand content 295. <br /> I SP- <br /> Gray poorly graded SAND with silt,dense,moist <br /> SM <br /> 8.5 293. <br /> Gray silty SAND with gravel,very dense, moist <br /> 1 SM <br /> _ 10 _ 10.0 292. <br /> Test pit terminated at 10.0 feet below existing grade. No groundwater encountered during excavation. <br /> iBottom of test pit at 10.0 feet. <br /> I <br /> Ico <br /> 0 <br /> H <br /> I i <br /> Z <br /> 0. <br /> 0 <br /> Io <br /> V <br /> m <br /> w <br /> z <br /> w <br />