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CLIENT SITE NUMBER LOCATION <br /> ® EA ENGINEERING, Exxon Company, U S A 7-3942 4444 N Pershing Ave <br /> SCIENCE AND Stockton, CA <br /> TECHNOLOGY LOG OF SOIL UVB_MW1 <br /> J rr 20 <br /> 1 4 •'•r <br /> 8 18 5 175 C L <br /> ♦•♦ ♦',' <br /> g •♦r♦ \r\r <br /> • \ SILTY SAND 75% fine sand, 25% silt, brown <br /> `•\ \• 22 SM,. (10YR 4/3), weak cementation, nonplastic fines, wet <br /> I J r <br /> J / r <br /> \ 1 1 ♦ <br /> r • 23f f r <br /> I / / <br /> r r f <br /> r r r <br /> 24 <br /> r / / <br /> r ♦ r <br /> 18 18 3 148 \;\ ♦;•; 25 CL LEAN CLAY WITH SAND 15% fine sand, 10% silt, dark <br /> 3 ,�,� �,�, 26 grayish brown (10YR 4/2), firm, high plasticity, wet <br /> 5 r r r <br /> t•♦ \r♦f <br /> J / r <br /> \ \ ♦ • 27 <br /> • r r <br /> r r J <br /> r r / <br /> . , , ♦ 2$ CL <br /> r r r <br /> \'♦ ♦•♦• <br /> 29 -- <br /> J • r <br /> \•\ ♦f\r <br /> 30 :�' POORLY GRADED SAND WITH SILT 90% fine sand, <br /> 18 1$ 3 s oan SP/S M' 10% sift, dark grayish brown (2 5Y 4/3), weak <br /> 3 <br /> 4 31 cementation, nonplastic fines, wet <br /> 32ML SANDY SILT 35% fine sand, 15% clay, dark grayish <br /> brown (2 5Y 4/2), soft, low plasticity, wet <br />' 33 <br /> 34 <br /> J1 11f POORLY GRADED SAND WITH SILT 90% fine sand, <br /> 35 SP/SM 10% silt, dark grayish brown (2 5Y 4/2), weak <br /> 18 18 LEL — f cementation, nonplastic fines, wet <br /> 4 <br />' _ 36 <br /> 6 _ ML SANDY SILT 35% fine sand, 15% clay, dark grayish <br /> 37 brown (2 5Y 4/2), soft, low plasticity, wet <br />' — 38 <br /> 39 - <br /> 4 66% 40 SANDY LEAN CLAY 35% fine to medium sand, 20% <br /> 18 18 8 LEL CL silt, dark grayish brown (2 5 4/2), soft, medium plasticity, <br /> 12 _ 41 wet <br /> 42 <br /> Borehole Terminated at 40 0 ft bgs <br /> 43 <br /> 44 <br /> E <br /> 45 <br /> PAGE 2 of 2 <br />