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Earth Solutions NW TEST PIT NUMBER TP-3 <br /> Earth 1805-136th Place N.E.,Suite 201 <br /> Solution Bellevue,Washington 98005 PAGE 1 OF 1 <br /> ham' Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Polygon NW PROJECT NAME Eclipse Neighborhood <br /> PROJECT NUMBER 2598.15 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 4/10/15 COMPLETED 4/10/15 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION - <br /> - <br /> LOGGED BY AZS CHECKED BY SSR AT END OF EXCAVATION — <br /> NOTES Grass AFTER EXCAVATIONa. <br /> w <br /> ; - <br /> w = <br /> wTESTS MATERIAL DESCRIPTION <br /> o a� <br /> Qz <br /> 0 , <br /> .00 Brown silty SAND with gravel,medium dense to dense,moist(Fill) <br /> 4#40*. <br /> 444 <br /> 44 <br /> 4#444,�44 <br /> 4 <br /> 4444* <br /> 44 <br /> - :°1 4 <br /> 44444 <br /> i44444 <br /> - SM *44+ <br /> r4.44. <br /> • <br /> 44 <br /> 444. <br /> • <br /> - <br /> ;4; -asphalt <br /> • <br /> 44444 <br /> 4444 <br /> •444. <br /> 444 <br /> 44 <br /> 444. <br /> MC=49.30% 44444 &.Q <br /> 444*• Brown organic SILT,loose,moist(Fill) <br /> OL *tr. <br /> ••• Brown silty SAND with gravel,dense to very dense,moist(Fill) <br /> 44 <br /> • <br /> _ • : <br /> ••*¢• -wood debris <br /> 44 <br /> 4 44+ <br /> 4*4�• • <br /> •444 <br /> 10 44444 -concrete,quarry spalls,brick fragments <br /> •444i <br /> P <br /> SM 444+ <br /> 44 <br /> - +4:4 <br /> 44444 <br /> 444: <br /> 4444%4" <br /> 44444 <br /> 444 <br /> i4444 <br /> 44444 <br /> MC=159.60% 44444 <br /> 4;44+ -brown organic silt lense 6"-8"at 13' <br /> f-- MC=55.30% s44 14.0 <br /> Gray SILT,medium dense,moist <br /> 15 <br /> ML -scattered wood fragments, roots <br /> rz <br /> 16,4 <br /> T Test pit terminated at 16.0 feet below existing grade.No groundwater encountered during <br /> excavation. <br /> Bottom of test pit at 16.0 feet. <br /> I <br />