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�. <br /> w <br /> C <br /> °o 4 0 �o m is � a <br /> 6 is%�-� o °' a = <br /> Lo -6-N.2!w E 2-0 0 ❑ in (continuation of ID S <br /> CL <br /> u-- <br /> in is d i_2 a s a z�(s <br /> 65 2 No <br /> 45 same,orange brown <br /> 55 1 No <br /> 85 0 No 501e <br /> MOTTLED GRAY BROWN SILT <br /> WITH FINE SAND(ML), <br /> 55 hard,moist.fine sand <br /> 63 1 No <br /> 1 <br /> 60 same,orange rown,fine to medium sand <br /> 62 2 No <br /> 5 <br /> 65 same,less sand,very fine sand <br /> 61 1 No <br /> •:.�• ORANGE BROWN SAND WITH <br /> " .I SILT(SM), very dense,moist, <br /> fine to medium sand <br /> 125 1 No 7p <br /> ORANGE BROWN SILT{Ml.), <br /> hard,moist,some clay <br /> 62 1 No 75 <br /> 60 1 No gp 1 same,some fine sand <br /> Log of Boring MW-1 PLATE <br /> T _------ _ -- '_Hardino Lawson Associal_as_ <br /> Engineering and 4907 East Waterloo Road ` <br /> Environmental Services <br /> Stockton,Calitomia <br /> DATE REVISED DATE - <br /> �� DRAYIN JOB NUMBERp/U7I1jI9� - 08�16l91 <br /> RHC 20548,001.03 c <br />