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FAW <br /> ASSOCIATES INC. <br /> 1111 In Patin Are.,Sole a YowA Cuiiilmik ml LOG OF BORING 589 <br /> PROJECT DIAMOND WALNUT GROWERS LOCATION <br /> 1050 SOUJU 01,111:1§1 21111u. lll;j:1:F�TE DRILLED 14LOGGED BY JOHN SELLMAN PROJECT NO. 54.62583.0001 <br /> LLING COMPANY REVIEWED BY C47410 <br /> DRILLER METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER1.5 IN DEPTH DRILLED 56E DEPTH TO WATER INITIAL STATIC <br /> CASING TYPE NA DIAMETER IN SCHEDULE STATIC <br /> FT TO �L <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE <br /> FILTER PACK TYPE NA --- INTERVAL TO <br /> SURFACE SEAL TYPE NEAT CEMENT <br /> INTERVAL TO FT <br /> COMMENTS: INTERVAL - FT TO ________.ET <br /> WELL DEPTH I PID SAMPLE ID UTHOLOGIC PAGE t OF z <br /> DETAIL FT. PPM BLOWCOUNT LOG DESCRIPTION <br /> 2" ASPHALT <br /> I� 2 <br /> 4 <br /> INORGANIC CLAY (CL); 100X FINES; LOW DRY STRENGTH; <br /> CL MEDIUM TOUGHNESS; LOW PLASTICITY; STIFF; BROWN; NO <br /> CHEMICAL ODOR NOTED; NO ORGANICS; DRY; WEAK CEMENTATION <br /> 6 HOMOGENOUS; ROOT FRAGMENTS PRESENT <br /> 8 <br /> ML INORGANIC SILT (AFL); 100X FINES; LOW DRY STRENGTH; <br /> 10 LOW TOUGHNESS; NON PLASTIC; MEDIUM STIFF; BROWN; NO <br /> CHEMICAL ODOR NOTED; NO ORGANICS; DRY. WEAK CEMENTATION; <br /> FISSURED-HOMOGENOUS <br /> 12 <br /> 14 <br /> F, <br /> 16 <br /> F + 18 <br /> SILTY CLAY (CL); 100X FINES; LOW DRY STRENGTH; LOW <br /> 24 CL TOUGHNESS; LOW PLASTICITY; MEDIUM STIFF; BROWN; NO <br /> CHEMICAL ODOR NOTED; NO ORGANICS; MOIST; WEAK <br /> S69-19-21' CEMENTATION; HOMOGENOUS <br /> 22 <br /> F <br /> 24- <br /> F 26- <br /> -28- <br /> 30- <br /> F <br /> 62830F <br /> 32 <br /> r <br /> 34 <br /> r- 36 <br /> 3a <br /> Fi L <br /> 40 <br />