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%POO v <br /> Drilling Log <br /> GROUNDWATER <br /> ;;--�-�--�-� Monitoring Well MW--S <br /> i LJ?__) TECHNOLOGY <br /> Project Chevron - Stockton Owner Chevron U.S.A. Products Co. <br /> Location 3?46 East Fremont Street Project No. 0?070 3865 Date drilled 050-1193 <br /> t.. o E ? f3 W <br /> as a�°n ac Description <br /> V: 3: CL as a� N <br /> p E >: x (Color, Texture, Structure) <br /> 4D 0 It 0 v U)- a Trace c 10X, Little 10% to 20X, Some 20X to 35X. And 35% to 50% <br /> 24 <br /> Mw$35 Brown sandy SILT (continued) <br /> " A 0 5ore- <br /> v r <br /> 26 " <br /> A ^ <br /> A A <br /> 28 ML <br /> A A <br /> v J <br /> ^ " MWS-30 <br /> 30 35 (Grades 70% silt, 200' fine to medium sand, 10% clay) <br /> V J 0 5D15" <br /> A A ' <br /> Y V <br /> 32 <br /> A A <br /> ti Brown SAND with SILT (900' fine to medium sand, 100' silt, slightly <br /> 34 '' `� moist) <br /> A A 141145-35 <br /> A 17 SM <br /> V 0 26 <br /> 36 28 <br /> V J + <br /> A A <br /> V V , <br /> A A <br /> 38 Brown sandy SILT (700' silt. 20% fine to medium sand, 10% clay, <br /> J J slightly moist, moderately plastic) <br /> A A Mh15-40 <br /> 40 A.� J 22 ML <br /> A o 42 <br /> V J 45 <br /> A n <br /> � J <br /> 42 " A <br /> J J <br /> A A <br /> A A Brown silty SAND (60A fine to medium sand, 40% silt, slightly moist) <br /> A 4 Y V SM <br /> v V 22 <br /> A A 0 e0 <br /> 46 Y 5C/5" 5M Brown. poorly graded SAND with SILT <br /> A A <br /> 48 J " 1. <br /> A A Brown fine to medium SAND mottled with black staining (100:. sand, <br /> i. slightly moist) <br /> 50- " ^ 25 I; SP <br /> 50 <br /> 0 55 <br /> 5 2 <br /> Brown Silty CLuY (800' clay. 20% silt. Slightly moist, very pt2stic. <br /> �� iron oxine staining) <br /> " ^ MY: -55 CL <br /> IE <br /> V V I 0 30 <br /> rJ 6 �A A 25 <br /> 05/76hAo�1,�twn,.�Ra.c� Fano• 7 of <br />