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Z <br /> Jo F-F=- ZLi j <br /> DEPTH = MATERIAL DESCRIPTION >0- i= 2 CONTENT COMMENTS <br /> FEET k <br /> w❑ �¢ (%) <br /> u <br /> TP-5 <br /> 0 50 100 <br /> 0.0 �LTOPSOIL and ROOT ZONE. <br /> ifr <br /> f+:▪ Loose, gray-brown, silty SAND with 1.0 Infiltration test:3.7 inches per <br /> _••, gravel(SM);'moist, sand 1s"'f41e to hour at 1.5 feet. <br /> 2.5 medium, gravel is fine to coarse - FILL. <br /> • <br /> ..,6!. ; Dense to very dense, gray with orange 4.0 <br /> 5.0—';►; mottled, silty SAND with gravel and <br /> cobbles (SM); moist, sand Is fine to <br /> medium, gravel is fine to coarse- <br /> • GLACIAL TILL. <br /> 7.5� � gray at 7.0 feet <br /> SA <br /> '.. No groundwater seepage observed <br /> Exploration completed at a depth of 8.0 8 0 to the depth explored. <br /> feet. No caving observed to the depth <br /> explored. <br /> 10.0-- Surface elevation was not <br /> measured at the time of <br /> exploration. <br /> 12.5— <br /> • <br /> 0 50 100 <br /> • <br /> cd <br /> C <br /> . • <br /> G <br /> F. <br /> u <br /> z <br /> U <br /> c <br /> 0 <br /> W <br /> u <br /> u <br /> 0 <br /> ^• f <br /> 2 <br /> W <br /> EXCAVATED BY:Client LOGGED BY:B.Weinberg COMPLETED:08/17/18 <br /> o. <br /> EXCAVATION METHOD:backhoe(see document text) <br /> N <br /> u <br /> G EO DESIGN? NWHOME-1-01 TEST PIT <br /> 10700 Meridian Avenue North-Suite 402 SEAHURST SHORT PLAT <br /> Seattle WA 98133 OCTOBER 2018 FIGURE A-3 <br /> 206.838.9900 vmmtgeodesigninc.com EVERETT,WA <br />