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{' A4WAS50CIATES INC. U <br /> LOG OF 90RlIVG 582 <br /> 1117 Lala Palm lWe,We k YaWIL Uffrda,95351 54.92054.0020 <br /> PROJECT RICCELLI PROPERTYLOCATION 3776 WEST GRANT LIN BOAD. TRACY, CALIFOEtNIA PROJECT NO. <br /> DATE DRILLED 1 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE H MSEY C47410 <br /> DRILLING COMPANY viccu ENviRONMENTAL _ DRILLER METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 1.5 IN DEPTH DRILLED _jj___U_ DEPTH TO WATER : INITIAL ^ -10 FL STATIC <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO T <br /> L- SCREEN TYPE NA DIAMETER IN SLOT SIZE IS INTERVAL FT TO EI <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL a TO EI <br /> PAGE?OF <br /> COMMENTS: <br /> WELL DEPTH PED AM LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> z <br /> La 4 CL <br /> 0 - 6/9' SANDY CLAY (CL): 30% FINE, POORLY GRADED SAND; 70X FINES; <br /> 5,5 LOW DRY STRENGTH, LOW TOUGHNESS, LOW PLASTICITY, DARK BROWN, <br /> NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, <br /> * 6 HOMOGENOUS <br /> L. <br /> 8 6/9 -- 11/14' POORLY GRADED SAND (SP): >95X FINE-MEDIUM, POORLY GRADED <br /> 6 \sp SAND; <5% FINES; DARK BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> WET, WEAK CEMENTATION, HOMOGENOUS <br /> � 10 <br /> S82-W <br /> 12 <br /> V <br /> 582-15.0 11/14 - 16' INORGANIC SILT (ML): <5X POORLY GRADED SAND; >95X FINES; <br /> 14 5 ML LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, BROWN, <br /> NO PRODUCT ODOR, NO ORGANICS, WET, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> Lo <br /> 16 <br /> L 18 <br /> 20 <br /> i.. <br /> 22 <br /> L' 24 <br /> 26 <br /> 28 <br /> 1W <br /> 30- <br /> -32- <br /> 34- <br /> -36— <br /> _38- <br /> 40-- <br /> Lo <br /> 032343638404 <br />