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CLIENT SITE NUMBER LOCATION <br /> Inn' ETICExxonMobil 7-3942 444 StPers,I,g v�nu <br /> A <br /> • Engineering, Inc <br />' <br /> INC ES J LOG OF SOIL BORING <br /> U-1 �w W EB1 <br /> z > cnJ ? x �� = n- <br /> w p <br /> 7 <br /> U p� Q <br /> D mcan O� O.`�. <br />' 15 sand,wet <br /> 24 24 CLAYEY SILT with SAND dark olive brown(2 5Y <br /> 21 414)mottled with grayish brown(2 5Y 512)silty sand, <br /> 21 rust stains,some subangular gravels up to V <br />' <br /> 156 diameter,moist to wet <br /> 21 47- <br /> 10 Cement grout from <br /> 15 surface to 62 feet <br /> 20 <br /> 24 1 4 ML bgs <br /> 20 Increase in subangular content <br /> 4 <br /> 10 <br />' 12 12 15 <br /> 10 <br /> 24 24 1 19 51 Caliche <br /> 20 383 52— SANDY SILT very dark grayish brown(2 5Y 312) <br /> 11 hard,low plasticity,very fine sand,damp to moist <br /> 24 24 14 <br />' 14 increase in sand content from 52 to 52 5 feet bgs, <br /> stiff,moist to wet <br /> 16 <br /> 7 <br /> lie 12 12 12 317 <br /> 11 ML <br /> 24 18 19 wet <br />' <br /> 1 <br /> 100 57 <br /> 24 24 11 243 <br />' 19 <br /> 21 5 <br /> CLAYEY SILT very dark grayish brown(2 5Y 312) <br /> 15 <br /> 12 12 mottled with black silt,hard low to medium <br /> 16 60—8 1 plasticity,rare very fine sand,damp <br /> 24 24 7 ML10 <br /> B1 <br /> t 11 <br /> 14 868 s Drilled to 60 feet bgs Sampled to 62 feet bgs <br /> 64 <br />' a e <br /> 0 <br /> U <br />' W <br /> c� 67 <br /> A <br /> M <br /> 6 <br /> 0m <br /> J 6 <br /> 0 <br /> 0 7 Page 3 of 3 <br />