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East <br /> A' <br /> w r <br /> �in #�o'� 20 <br /> 0 0 <br /> 'a ti � <br /> .y )�,o.o�_�ljaod.D�'q�o,�. <br /> Q,nao.J.QQoo� Q o�R,o��Q: <br /> oa ��e.o:Aa�o°;4.0; <br /> jQoo� Q..nio�.:n:o:•n.o�,o• Q. <br /> o p 4 o a�o,�oec?ooQo; �� Horizontal <br /> o' a "°'d°aa°d°�:�: Scale: 1" = 200' <br /> .o;oq o ovo:o.a bc?a.D:be <br /> ��oQQod�oa Q cz dPQQ. <br /> 4 A o a o A.qo oaa4ia Strike Along Bulkhead <br /> ?.4:Q.Q°:�(J 6 4-[j°A Cj�:ci:i5; <br /> ]po'd��a,.-o�4rp,o.!p�a:o�?o <br /> .. Q o •do-.v oQ.QaQ"Q'. <br /> Qao� oPDoQDo.u,:pUc, 0 <br /> (n°n_� ,ft?°.��R.O:.�.:ci,;9; NOt@S ' <br /> _ The soil conditions encountered are known only at the <br /> ; t ; <br /> �, 2 ' <br /> boring locations and are therefore accurate only at these <br /> _ points. The profile is based on interpolation between <br /> _ �� conditions observed at the boring locations and should <br /> 3 -: be consfdered approximate. <br /> ., , . <br /> Numbers naxt to explorations indicate blow counts <br /> :�. (borings)or estimated N-values(CPT). <br /> . .5,.,...,.,...s.. <br /> Graundwater level varies with tidal fluctuations. <br /> -20 <br /> : :3z:;:;:;:;::40 <br /> ': :45:'�':���:':': Hammer and Sampler Data <br /> �p Borings U3-1, UB-3 - 300 Ib Auto Hammer <br /> '� �'so��''� 40 30'Drop, D & M Sampler <br /> Boring UB-7- 140 Ib.Auto Hammer <br /> • 30' Orop, SPT Sampler <br /> UC Cone'iest- Standar�lized to <br /> -40 SPT N-Value <br /> 1964 Borings#1 to#/5 - 450 Ib. Hammer <br /> 24' Drop, D & M Sampler <br /> �0 <br /> -60 <br /> Figure 3 q/ <br /> Job PJo.53-03000613.00 Estimated Profile A-A' � <br /> -,n <br />