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e • <br /> z <br /> w <br /> DEPTH = MATERIAL DESCRIPTION Q u z nJ-C CONTENT•MOISTURE COMMENTS <br /> FEET a <br /> w ��i �¢ (V) <br /> TP-5 <br /> 0.0 0 50 too <br /> ,iz TOPSOIL and ROOT ZONE. <br /> =.i; Loose, gray-brown, silty SAND with 1.o Infiltration test:3.7 inches per <br /> gravel (S`M);moist,sand is fine to _ hour at 1.5 feet. <br /> 2.5 medium, gravel is fine to coarse-FILL. <br /> 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 El <br /> medium,gravel is fine to coarse <br /> • <br /> GLACIAL TILL. <br /> 7.5 I gray at 7.0 feet <br /> Exploration completed at a depth of 8.0 e.o No groundwater seepage observed <br /> feet. - e p to the depth explored. <br /> No caving observed to the depth <br /> explored. <br /> 10.0 <br /> Surface elevation was not <br /> measured at the time of <br /> exploration. <br /> 12.5 <br /> 0 50 100 <br /> • <br /> • <br /> U - - <br /> C7 <br /> O <br /> 0 <br /> EXCAVATED BY:Client Weinberg COMPLETED:08117/18 <br /> a LOGGED 8Y:13. <br /> EXCAVATION METHOD:backhoe(see document text) <br /> G EO DES I G Nk NWHOME-1-01 TEST PIT <br /> 10700 Meridian Avenue North-Suite 402 <br /> Seattle WA 98133 OCTOBER 2018 SEAHURST SHORT PLAT FIGURE A-3 <br /> 206.838.9900 wwvgeodeslgninccom EVERETT,WA <br />