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F,,AWASSOCIATES INC. LOG OF BORING SB7 <br /> ml In Patin Ilse,stile B wesA Calls*m, sa.e2563.00at <br /> DIAMOND WALNUT GROWERS LOCATION 1050 ens IH DIAMONn 5TREET STOCKTON_ CA _ PROJECT N0. <br /> PROJECT d NN 47a <br /> ���TE DRILLED LOGGED 8Y JOHN 5ELLMAN REVIEWED BY <br /> �� ��LING COMPANY DRILLER METHOD DIRECT PUSH <br /> buRE HOLE DIAMETER t 5�L DEPTH DRILLED _56 FT DEPTH TO WATER : INITIAL ^SS FL STATIC Q <br /> FCASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO <br /> 41.. SCREEN TYPE NA DIAMETER im SLOT SIZE IN- INTERVAL L TO FT <br /> FILTER PACK TYPE NA INTERVAL -FT- TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL FT TO FT <br /> PAGE t OF__Z_ <br /> COMMENTS: <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> WALNUT SHELLS <br /> F + <br /> 4 INORGANIC SILT (ML); 10OX FINES; LOW DRY STRENGTH: <br /> ML LOW TOUGHNESS; NON PLASTIC; STIFF—VERY STIFF; BROWN; NO <br /> CHEMICAL ODOR NOTED; NO ORGANICS; DRY; WEAK CEMENTATION; <br /> 6 BLOCKY <br /> LIQ <br /> 17-1 <br /> 8 <br /> 12 <br /> 14 ORGANIC SILT (OL); 100% FINES; LOW DRY STRENGTH; LOW <br /> OL TOUGHNESS; NON PLASTIC; STIFF; BROWN; NO CHEMICAL <br /> .w ODOR NOTED; NO ORGANICS; DRY; WEAK CEMENTATION; <br /> HOMOGENOUS <br /> 16 <br /> f 18 <br /> SILT (ML); 1OOX FINES; LOW DRY STRENGTH; LOW TOUGHNESS; <br /> LOW PLASTICITY; MEDIUM STIFF; BROWN; NO CHEMICAL <br /> 20 ML ODOR NOTED; NO ORGANICS; DRY; WEAK CEMENTATION; <br /> 597-19-21, HOMOGENOUS <br /> 22 <br /> + 24 INORGANIC SILTY CLAY (CL); 100X FINES; MEDIUM DRY STRENGTH; <br /> CL MEDIUM TOUGHNESS; LOW PLASTICITY; VERY STIFF; BROWN; <br /> NO CHEMICAL ODOR NOTED; NO ORGANICS; DRY, WEAK <br /> 26 CEMENTATION; HOMOGENOUS <br /> F, I <br /> 5 <br /> i <br /> Y8 t <br /> L <br /> 4 <br /> S <br /> 30 1 <br /> t <br /> E r t <br /> I t1 <br /> i 32 <br /> S <br /> 1 <br /> r. t <br /> 34 t <br /> 1 <br /> 1 1 <br /> 36 t <br /> L <br /> S <br /> 38 1 <br /> t <br /> i <br /> L140 <br />