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i � � � <br /> � TEST PIT NO. �_ <br /> Lo�d By�_ <br /> I p�q i2-is-ae EIw.1Q��?' � <br /> � p�� W I <br /> (h.► USCS Soil Daeription (%) <br /> I � __ Fill ------- <br /> cl Gzay silty CLAY, medium stiff, moist, with high j <br /> -- QL9�R����L@PS_ � <br /> � cl Stratified lnyer of gray and brovn clayey SILT <br /> � ml 41 <br /> 6 LL�19 <br /> � I PI�S <br /> � 14 <br /> � �� sm Gray brown silty SAND, medium dense, moist, with 13 <br /> �'�'�� trace of fine gravel <br /> � � 't <br /> � Test pit terminated at 12 feet below existing qrade. <br /> No groundwater seepage encountered dl�ring excavation. <br /> � 16 <br /> � <br /> Ip�d1B2Y15D88 TEST PIT NO. �_ Elev.ioo�f• <br /> I � Fill <br /> cl Stratified brown and gray silty CLAY, medium stiff <br /> to stiff, trace sand <br /> I 32 <br /> 5 <br /> 1 32 <br /> I ,o <br /> � Test pit terminated at 11 feet below existing grade. <br /> No groundwater seepage encountezed during excavation. <br /> I �5 6ununn+rnwnwro O�oK��A w�m�nMun n m�nnr�na bcron e��w wObr�aY MM.�eM�O M�q+wrwi rw.wM�.rk <br /> �uepemM.T�+r�n ro�MauMM�M•w al arw uiw uia anar.Yw awr soM��o�M M Ilr r a wMPw�M anw�M <br /> M110��11Mi0n OIN�IIN40111MIOQ. <br /> i <br /> TEST PIT LOGS <br /> Earth EVERETT COMMIINITY COLLEGE DAY CARE <br /> �� EVERETT, WASHINGTON <br /> , Consultants Inc. <br /> � a....�n���.��p�we��..�.e o..us, <br /> Proj. No. 4212 Dab Dec'88 Pl�q 5 <br /> � <br />