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. . . <br /> TEST PIT 7 <br /> � <br /> ° �a�r e�e�,,�i�y s,!►riu�►�n��a e��aee�., ' <br /> �a.t,. ��r�� <br /> 3 Reddish brovm, ulry, fina ro medium-pained SAj�1D with root�, <br /> vay moiu,laose <br /> y,�li�hdy tilry, ne-to medium SAND,very mrnst, <br /> medium-den�e <br /> 10 <br /> Test pit tarminatod u 9 fcet below�ade on 2-27-96. <br /> No�coundwater�page wu enoounterod durin�excavadon. <br /> Sli�ht cavin`from 2 to 4 feet. � � <br /> 15 <br /> TEST PIT 8 <br /> ��, � uscs nr,mr � <br /> 0 � ��, ailty SAND with�avel dc concrete ddni�and brtckt,very moia, <br /> �s , ty, e-to m ium-Qru , <br /> sM ' vay moiat, loou , <br /> S = • -bxome�gny,looee to medium-denae <br /> -bxomes wet <br /> ML Gra ish biown,low lastici SILT with icon tqint,moist,dense <br /> SP SM ra ,sUg y silty, ma to medium-gcamed S ,very mout, <br /> 1� , <br /> Test pit terminated at 8 fat below grade on 2-27-96. <br /> Slight groundwatersapage wu encountered at 5 fat during excavadon. <br /> Slight caving fmm 0 to 3 feet <br /> 15 <br /> TEST PIT LOGS <br /> ,.._ <br /> GEOTECH SEABROOKE HIOHLANDS 8UBDNI810N <br /> CONSULTANTS, ¢�c. • EVERETf,WA <br /> Job Nb: ' <br /> �p MAR f/N � <br />