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CLIENT WE NUMBER LOCATION <br /> EA ENGINEERING, Chevron SS 9-7780 3246 E.Fremont S1. <br /> SCIENCE,AND I I Stockton,CA.,-. <br /> TECHNOLOGY LOG OF SOIL BORING EAS LL- <br /> 70 <br /> 18 18 NR :M <br /> 12 Medium-grained, well sorted sand, grading <br /> 71 <br /> 35 downward into sand with 1-2 cm of gravel, <br /> . , <br /> g.L.,- <br /> 372 no odor <br /> P <br /> 73. <br /> 74— % <br /> Z: <br /> 75. <br /> 76— <br /> sw. Well-graded sand, saturated, no odor <br /> RN <br /> 77— <br /> 78 <br /> " — <br /> AK <br /> g <br /> 79— <br /> ;Vg <br /> .M <br /> 80. <br /> 81. <br /> 82- <br /> 83. <br /> M, <br /> cl,1'L I <br /> 84— <br /> 85— <br /> Sandy clay <br /> is 18 - 5 32 NR SC <br /> 1 1 42 86 CL Stiff, gray, silty clay <br /> 87 <br /> 88-- <br /> 89 <br /> 90 <br /> 91 <br /> 92— <br /> 931 <br /> M 94 <br /> 44 <br /> Page 4 of 4 <br />