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TE�T PIT NO. ' <br /> �� gY JAD <br /> Date <br /> 6/8/90 E��, 103± <br /> Depth Blaas/ft. <br /> (R.) USCS Soll DesaiPtion <br /> SM FII,Ir Silty Sand w/roots & AC,loose,brown/blk <br /> Silty fine Sand w/grav,md,moist,red/brn caving <br /> Silty Sand,f-c,w/gravei,md,moist,gray <br /> & fina roots 75 <br /> 5 — <br /> /SW Gravelly Silty Sand & occ. mbbles, medium 12 <br /> dense to dPnse, moist, red brown 50+ /6" <br /> grades to 4ray <br /> dense to very dense � <br /> �� NII, Sand cla e Silt w av ve hard moist a '�L_. <br /> p�yximum depth approximately 10 ft. <br /> No ground water encountered. <br /> 1 <br /> TEST PIT NO. Z <br /> � ey � � <br /> Date <br /> 6/8/90 E�qv. 101± I <br /> SM Silty fine sand,loose/med.dense,moist,red-brn <br /> � grades to gray <br /> meclium dense <br /> — — — becanes very dense — — <br /> 5 with occ, gravel to 2" 50+ <br /> Ma�cimum depth approximately 6.5 ft. <br /> No ground water encountered. <br /> �a <br /> � <br /> TEST PIT LOGS <br /> GEOSPECTRUM CONSULTANTS, INC. P=oposed Norby xesidence <br /> 204 Magnolia Avenue, Everett, Wa. <br /> <. <br /> �u k�� for Mr. Lee Allestad <br /> p�o��ohn/ed Enp/n��Nnp ond Eor�h Sol�nc�� 1 <br /> ProJ. No. 90-12 Date 6/90 Ffgure A- <br />