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Earth Solutions NW TEST PIT NUMBER TP-3 <br /> I La I tf1 1805-136th Place N.E., Suite 201 <br /> Solution Bellevue,Washington 98005 PAGE 1 OF 1 <br /> NMI'r Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> ICLIENT Veritas Construction PROJECT NAME Soundview Business Center <br /> PROJECT NUMBER 4011 PROJECT LOCATION Everett, Washington <br /> I DATE 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 --- <br /> I LOGGED BY BTS CHECKED BY BTS AT END OF EXCAVATION --- <br /> NOTES Depth of Topsoil&Sod 10"-12":brambles AFTER EXCAVATION — <br /> w <br /> rE U <br /> Qw 03 ai I O MATERIAL DESCRIPTION <br /> o � <br /> r <br /> 0 <br /> Brown silty SAND with gravel,medium dense,moist(Weathered Till) <br /> -oxide staining <br /> SM <br /> ' 5 -becomes gray,dense to very dense(weathered till) <br /> I - -sparse cobbles and boulders <br /> 7. <br /> o -increased sand content 295 <br /> I <br /> _ Gray poorly graded SAND with silt,dense, moist <br /> SP- <br /> SM <br /> _ 8.5 293. <br /> Gray silty SAND with gravel,very dense,moist <br /> 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 /> Io <br /> U, <br /> z <br /> I i <br /> a- <br /> `o <br /> a <br /> F- <br /> I <br /> z <br /> 0 1 <br />