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AC-SOCIATES INC. LOG OF BORING S81 <br /> 1111 Lore Palm kie,safe 9 wish Cafilarl>ia.9551 54.62583.0001 <br /> DIAMOND WALNUT GROWERS LOCATION lir`^ crRccT_ STdCKTON. CA _ PROJECT NO. <br /> PROJECT N M 74 <br /> DATE DRILLED LOGGED BY JOHN SELLMAN REVIEWED IR <br /> CISCH FNyIAnNMFNTAI DRILLER METHOD DIRECT PUSH <br /> ILLING COMPANY 53.fi STATIC _ <br /> ,RE HOLE DIAMETER 1.5 JN-- DEPTH GRILLED 56 DEPTH TO WATER INITIAL 1 <br /> NA DIAMETER IN SCHEDULE INTERVAL TO <br /> SCR EN TYTYPE <br /> PE NA DIAMETER 1N_ SLOT SIZE IN INTERVAL Fl TO <br /> NA INTERVAL T, TO <br /> FILTER PACK TYPE INTERVAL F- TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT <br /> FPAGE ?OF <br /> COMMENTS: <br /> WELL DEPTH PID m LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM 9LOWCOUNT LOG <br /> 0 — 2" ASPHALT <br /> F <br /> 2 <br /> 4 <br /> ML INORGANIC SILT (ML); 5% FINE SAND; POORLY GRADED; 95% FINES; <br /> 6 LOW DRY STRENGTH; LOW TOUGHNESS; LOW PLASTICITY; MEDIUM <br /> " STIFF—STIFF; BROWNISH YELLOW; NO CHEMICAL ODOR NOTED; NO <br /> L ORGANICS; DRY; WEAK CEMENTATION; BLOCKY <br /> l 8 <br /> 10 <br /> n 12 <br /> a! <br /> 14 <br /> 16 <br /> 18 <br /> F ORGANIC SILTY CLAY (CL); 100% FINES; LOW DRY STRENGTH; <br /> 20 LOW TOUGHNESS; LOW PLASTICITY; STIFF; BROWN; NO <br /> CL CHEMICAL ODOR NOTED; ORGANICS PRESENT; DRY; WEAK <br /> CEMENTATION; HOMOGENOUS <br /> k 22 S81-20-22' <br /> 24 <br /> INORGANIC SILT (ML); POORLY GRADED; 100% FINES; LOW DRY <br /> STRENGTH; LOW TOUGHNESS; LOW PLASTICITY; MEDIUM STIFF; <br /> ML BROWN; <br /> NO C14EMICAL ODOR <br /> US NOTED; NO ORGANICS; DRY; WEAK <br /> 26CEMENTATION; <br /> 28 <br /> y f INORGANIC CLAY (CL); 100% FINES: MEDIUM DRY STRENGTH; <br /> j 30 MEDIUM TOUGHNESS; MEDIUM PLASTICITY; VERY STIFF; <br /> IE LL BROWN; NO CHEMICAL ODOR NOTED; NO ORGANICS; MOIST; <br /> WEAK CEMENTATION; HOMOGENOUS <br /> y 32 <br /> + � � 34 ' <br /> 36 <br /> 38 <br /> �, 40 <br />