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Earth Solutions NW TEST PIT NUMBER TP-3 <br /> Ed rill 1805-136th Place N.E.,Suite 201 <br /> nli1br)rt Bellevue,Washington 96005 PAGE 1 OF 1 <br /> ti <br /> %% i Telephone: 425-4494704 <br /> Fax: 425-449-4711 <br /> CLIENT Veritas Construction PROJECT NAME Soundview Business Center <br /> PROJECT NUMBER 4011 PROJECT LOCATION EVerett,Washington <br /> 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 /> LOGGED BY BTS CHECKED BY BTS AT END OF EXCAVATION -- <br /> NOTES Depth of Topsoil&Sod 10"-12":brambles AFTER EXCAVATION — <br /> uJ <br /> u- <br /> rn U_ <br /> o. <br /> uj <br /> o_O MATERIAL DESCRIPTION <br /> a <br /> Q Z — (� <br /> 0 <br /> Brown silty SAND with gravel,medium dense,moist(Weathered Till) <br /> -J <br /> -oxide staining <br /> SM <br /> 5 -becomes gray,dense to very dense(weathered till) <br /> -sparse cobbles and boulders <br /> 7 0 -increased sand content 29$' <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 /> Bottom of test pit at 10.0 feet. <br /> Z <br /> 0 <br /> C7 I <br /> 3 <br /> } <br /> n_ <br /> m <br /> t <br /> a <br />