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1 <br /> , TEST PIT NO. .�- <br /> L+o99ad gy DA,_ � <br /> dgy, 665"_ � <br /> � p� 4_�4_9� �. <br /> W ' <br /> �eP� $oil Desaiption (%) <br /> (ft.l USCS , <br /> � � SM �,;�� toP6o�1� " <br /> Gxay and hrown Filty SAND, moist <br /> (Filll d <br /> 29 <br /> ' ol Topsoil <br /> i:: <br /> 5 ,::�:: 6m mediumrdenseito}veryDdensece gravel, mo st, 14 <br /> ' sm _dense <br /> -very dense 10 <br /> � sm _ylacial t <br /> 10 Test pit terminaLed nt 9.6 feet below existing grade. <br /> Groundwater seepage encountered at 3 feet during 1I I <br /> ' excevation. <br /> I <br /> ' I <br /> � �G w.ew�+ei+n er u�r��e newe.a mr apano�r�nw.nnen+e M«ro+�'+'o'�".�""+'n.�ne 'i � i.... <br /> 6ww�wmnennuaon.e�M rw�aanwn�nr�wra�as.vwa�+�usaM�wo��vanu.a��4^h'°�"d . . <br /> �pqlMrq.7Ml•n�clMw��WYh7'�A � . <br /> �y�pi 01M�11N0 M tl�M bp� I � <br /> ' LoygedBY�-� TEST PIT N0. �.- � 668t <br /> i <br /> Date 4-2� I <br /> � � f#I£ li l6" topscill z9� <br /> �i <br /> sm Brown silty SAND, little gravel, wet, medi.um 15 �� <br /> �I � dense <br /> �N <br /> ' <br /> �`:, <br /> � SAND, little grevel, wet, medium dense lo s' <br /> � �� �� sm Tan silty <br /> 5 j��;�;Y sm Gray eilty SAND little gravel, moist, denee, pt <br /> i� <br /> !�}I.� few cobbles ��'; <br /> � ;i�: .�, -glacial till 10 , <br /> �,i�; <br /> b •i! fi <br /> � Test pit terminated et 8 feet below ezistirig qrade. <br /> Groundwnter seepaqe encountered at 2 feet during <br /> �� excavation. <br /> � <br /> � 16 <br /> � TEST PIT LOGS <br /> '���y. TOLD INDUSTRIN. BUILDING <br /> i i 1�j��' `. Earth Consultants Inc. E���, WpSHINGTON <br /> \I 'F �.�,� O�4�M1rWI�Wnn�b�iNm�I.Immnn�4J��uN. <br /> � Vy �� �'+ <br /> Proj. No. 4888 D►w�• GLS <br /> May'90 Checked nA Dete 5-7-90 Plate AZ <br /> 1 <br /> w�—---- <br />