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137687 <br /> 1 <br /> T1 <br /> 0 ELEV. +29.0 Ft. <br /> Brown fine sandy silt <br /> c 6 1 108(10.6) ML <br /> a <br /> `~ Lt. brown silty clay - CL <br /> 5U/2" Light brown fine sandy silt <br /> -cemented ML <br /> w <br /> 100/3" 3 <br /> w 5 <br /> 25 <br /> Ln <br /> Brown y fine to medium <br /> z 68 4 sand - cemented <br /> SM <br /> ca <br /> 97/10" 5 <br /> 10 <br /> Lnx <br /> w <br /> 3 <br /> O <br /> u Brown fine sandy silt <br /> a' 110/9" ML <br /> 1 z 6 <br /> ��- <br /> 151 Date of Boring <br /> c <br /> 6/13/90 <br /> - NOTES - <br /> 1) Explanation of symbols aid classificat <br /> logs shown on Plate No. 12. <br /> 2) No free ground water was encountered i <br /> 3) Elevation reference: County datum. <br /> 4) The borin8 logs show subsurface coedit <br /> l the dates indicated. It is not warran <br /> 1 of such conditions at other locations , <br /> 1 <br /> 1 <br /> i <br /> LOWRY ASSOCIATES DRAWN BY : G.C. Barmby <br /> Forty <br /> GEOTECHNICAL ENGINEERS CHECKED BY. J.O. Short <br /> 4= <br /> , <br />