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Z <br /> U., O T C7 <br /> ~1'- MOISTURE <br /> DEPTH a MATERIAL DESCRIPTION >LT-1 CONTENT COMMENTS <br /> W° (%) <br /> TP-5 <br /> o,o � 0 50 100 <br /> Aki TOPSOIL and ROOT ZONE. <br /> Loose, gray-brown,silty SAND with 1.0 Infiltration test:3.7 inches per <br /> ��. gravel°(SM);"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 fy. mottled, silty SAND with gravel and• <br /> cobbles (SM); moist, sand is fine to <br /> medium, gravel is fine to coarse <br /> • t.? 'GLACIAL TILL. <br /> 7.5 °' gray at 7,0 feet <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 /> lo.o <br /> Surface elevation was not <br /> measured at the time of <br /> exploration. <br /> 12.5— <br /> 0 50 100 <br /> gd <br /> a <br /> q <br /> a _ <br /> u <br /> 0 <br /> w <br /> O <br /> EXCAVATED BY:Client <br /> LOGGED BY:B,Weinberg" COMPLETED:08/17/18 <br /> esl <br /> EXCAVATION METHOD:backhoe(see document text) <br /> o <br /> G EO DES I G N? NWHOME-1-01 TEST PIT <br /> 0 10700 Meridian Avenue North-Suite 402 <br /> Seattle WA 98133 OCTOBER 2018 SEAHURST SHORT PLAT FIGURE A-3 <br /> 206.838.9900 www,geodeslgninc.com EVER,. ,wA <br />