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- .. <br /> r' <br /> F <br /> i <br /> SAM LING <br /> LL` iu ill Y�_Q <br /> 41 <br /> w u x 0 U <br /> zz <br /> z UJ �r N DATE DRILLED: <br /> V)°• W <br /> aF3 4n 0 a ELEVATION' <br /> W a <br /> G N SYMBOLS DESCRIPTION <br /> 0 <br /> 0'--3" Asphalt paving <br /> 3"- Dark brown clay, hard, dry, low <br /> 6.5' plasticity, some silt <br /> CL <br /> a <br /> 5. C 74 m <br /> LU <br /> 6.51- Brown silt, dry, abundant low. <br /> lu <br /> 13 plasticity clay fines v <br /> - ML/ <br /> 10. C 61 /CL <br /> J <br /> a <br /> m <br /> 13'-16' Brown to yellowish-brown sand, very h <br /> fine grained, medium dense, dry, <br /> ML trace of fine sub-angular gravels, 0 <br /> /S abundant non-plastic silt fines <br /> 15. C 31 w <br /> m <br /> IT T <br /> 16 -18' Brown to yellowish-brawn sand, fine �. <br /> 5M grained, medium dense, moist, non- n <br /> X plastic silt fines a <br /> a- 19.5' -- 49.5' <br /> h• 0' - 19.5' <br /> 16000-206-044 LOG OF BORING& MOORE <br /> W KW-.8 PLATE <br />