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i � � <br /> � TEST PIT NO. �_ <br /> �p(�gd By DA <br /> ' Date 4-24-90 �y 672'3 <br /> Depth W <br /> (RI USCS Soill�scription 1%) <br /> ' � �� (6" topsoil) <br /> sm Br wn s lty SAND, trace gravel, moist to Wet, 24 <br /> ' em Gray silty SAND, trace gr.avel, moist to wet, dense d <br /> � 13 <br /> 6 �: <br /> � --- -------- <br /> em -very dense, few cobbles 10 <br /> � <br /> 10 Teat pit terminated at 9 feet below existing grade. <br /> f Groundwater seepage encountered at 2.5 feet during <br /> excavation. <br /> ( 16 i <br /> we.�.aro�c�.e.oK.e wo�r�v o-.,�ea.�.uu�.e w.a�..�e ixro+a uw wo�a.ar na..�een.a a•�o+r«ro rw..a+h.+..�a I , <br /> Ww�a t�+r.+�a wu.rxr nw.rMan.er m..r�w w braien.w.rama rum�«mr+wMr ar ar u.a F�xpwYon a m.n a <br /> I MPrl1�1�On p�MrIIIC en 11i1I lep. � <br /> l�ggedBy�_ TEST PIT NO. _� ; , <br /> Dffie 4-24-90 pgy, 667't , <br /> I � <br /> (6" topsoil) 33 <br /> sm Brown silty SAND, trace gravel, moist to aet, <br /> I 6e Q <br /> sm Tan to gray silty 6AND, little gravel, medium <br /> denae 11 <br /> I 5 <br /> -very dense 10 <br /> Test pit terminated at 6.5 feet below existing grade. <br /> Groundwater seepage encountered at 2.5 feet during <br /> •excavation. i <br /> 10 ' <br /> � <br /> 16 <br /> � TEST RT LOGS <br /> ��I� , ' �I�I���� I F�1�II� COIISUI1aI�tS II�C. TOLD INDUSTRIAL HUILDING ��'�, <br /> WY" `r►, \.- �ip �....�r.wr.w..+.r..aawner.�.m.o..w��..w. EVEAEI'T� WASIIINGTON ' <br /> � <br /> i <br /> Proj. No. 4888 pMr�, GLS May'90 Checked DA �- � �� . <br /> Date � �-9� Pl�ts A3 <br /> `: � <br /> I <br />