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r - _ <br /> � ' - <br /> � �de� DA TEST PIT NO. �_ <br /> � o�e 4_24_90 gCy, 661 .. <br /> Depth W <br /> (ft.l USCS Soil Descxiption (qb� <br /> ■ 0 ,� (6" to soil) <br /> f " P 22 <br /> ��� sm Brown silty SAND, trace gravel, moist to wet, <br /> t �i� loose a <br /> . '�i��ii;, sm Gra silt SAND, trace <br /> Y y gravel, moist to wet, <br /> � f�' medium dense to dense, few cobbles <br /> 5 � � �---- ---------- <br /> � � sm_ _ ___ _dense _ <br /> ���f�', sr.. -very dense <br /> 10 <br /> � Test pit terminated at 7.5 feet below existing grade. <br /> Groundwater seepage encountered at 3 feet during <br /> �0 excavation. <br />� . <br />� � 16 r`� <br /> r rbun.m m�enw s.wr.re�on..n a�mw.nw a m.�.m.ro n�non a ma wmw.ar na..Toan.e Wro.wmg ra.wMu..ro �.N�q� <br /> �lpnrril.Tnry M�nw Mau�M'��w p aM�IYnn uq bWOM.MY i�mal KpA AW MAMIy b tlr uM p YY�p/I�Iqn A'a1Mn M � <br /> � IIIIOfl11�11011pIN11YEY11Y111100. <br /> ,,�oede� DA TEST PIT NO. � ; <br /> Da[e 4-24-90 p�, 665't <br /> � 0 -�, <br /> : ;,:` (6" tapsnil) 39 <br /> sm Brown silY.y SAND, trace gravel, wet, loese 33 i <br /> � sm Tan silty SAND, little gravel, noist to wet, loose d <br /> :: � <br /> � i <br /> GM Gray sandy GRAVEL, little silt, wet, very dense 10 <br /> � 6 <br /> !�: <br /> " !: sm Gray silty SAND, little gravel, moist, very <br /> � Test pit termineted at 7 fea+ halnw �existinq grade. <br /> Gr�undwater seepage encountered at 2.5 feet during <br /> excavation. <br /> 10 <br /> � <br /> � 15 <br /> � �^; �^ TEST PIT LOGS <br /> I�, li�� �1��� COIlSU�1a1�1S IIIC. TOLD INDUSTRIAL BUILDING <br /> � <br /> . \.,Ii . `.,`;� � In��Iv.Jlarn�'hb�lYN.Flmmm���.�.�nMM� EVERETT WASHINGTON <br /> _I I <br /> ProJ. No. 4888 Drwn. GLS May'90 Checked DA Dats 5-7-90 plate A4 <br /> . <br />