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ASSOCIATES INC LOG OF BORING SB —8
<br /> 1117 Lone Pdm Aye.,SuITe B Wo,CaGforK Z351
<br /> PROJECT EGGIMAN ANDREW do EDITH TRUSLOCATION 1112 EAST HARDING WAY. STOCKTON, CALIFORNIA PROJECT NO 54 22493 0001
<br /> '40TE DRILLED _12/01/o3 LOGGED BY JOHN SELLMAN REVIEWED BY JEAN199._119MSEY C47410_—
<br /> ILUNG COMPANY WOODWARD DRILLING CO. DRILLER FRANK EAMERIZ^, METHOD HOLLOW STEM AUGER
<br /> RE HOLE DIAMETER 8" IN DEPTH DRILLED 55 FT DEPTH TO WATER INITIAL FT STATIC — FT
<br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO FT
<br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN I INTERVAL FT TO FT
<br /> FILTER PACK TYPE INTERVAL FT TO —FT
<br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL FT TO FT
<br /> COMMENTS PAGE ?OF 2
<br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION
<br /> DETAIL FT PPM BLOWCOUNT LOG
<br /> CONCRETE
<br /> 2
<br /> 4
<br /> INORGANIC SILT (ML), 100% FINES, LOW DRY STRENGTH, LOW
<br /> 0 ML TOUGHNESS, NON PLASTIC, STIFF, BROWN, NO CHEMICAL ODOR
<br /> 6 NOTED, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 8
<br /> 10 INORGANIC SILT (ML). 100% FINES, MEDIUM DRY STRENGTH,
<br /> 0 ML LOW TOUGHNESS, NON PLASTIC, STIFF, BROWN, NO CHEMICAL ODOR
<br /> NOTED, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 12
<br /> 14
<br /> INORGANIC SILT (ML), 100% FINES, LOW DRY STRENGTH, LOW
<br /> 16 0 ML TOUGHNESS, NON PLASTIC, VERY STIFF, BROWN, NO CHEMICAL ODOR
<br /> NOTED, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 18
<br /> 20
<br /> 0 ML INORGANIC SILT (ML), 100% FINES, MEDIUM DRY STRENGTH, MEDIUM
<br /> TOUGHNESS, NON PLASTIC, VERY STIFF, BROWN, NO CHEMICAL ODOR
<br /> 22 NOTED, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 24
<br /> INORGANIC SILT (ML) WITH CALCITE, 100% FINES, LOW DRY
<br /> 26 0 ML STRENGTH, LOW TOUGHNESS, NON PLASTIC, STIFF, BROWN, NO
<br /> CHEMICAL ODOR NOTED, NO ORGANICS, DRY, WEAK CEMENTATION,
<br /> HOMOGENOUS
<br /> —28-
<br /> 30— INORGANIC SILT (ML), 100X FINES, MEDIUM DRY STRENGTH,
<br /> 0 ML LOW TOUGHNESS, NON PLASTIC, STIFF, BROWN, NO CHEMICAL ODOR
<br /> NOTED, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 32
<br /> 34
<br /> SILTY FINE SAND (SM). 50% SAND, FINE GRAINED, MEDIUM DENSE,
<br /> 3$ 0 SM 50% FINES, LOW DRY STRENGTH, LOW TOUGHNESS, NON PLASTIC,
<br /> VERY STIFF. BROWN, NO CHEMICAL ODOR NOTED, NO ORGANICS,
<br /> DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 38
<br /> 40
<br />
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