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AOCASSOGATES INC LOG OF BORING SB-8
<br /> 1117 tale`Pdm hp.,Sudo a mm%bl
<br /> PROJECT EGGIMAN ANDREW & EDITH TRUSLOCATION 1112 EAST HARDING WAY. STOCKTON, CALIFORNIA PROJECT NO 54 22493 0001
<br /> DATE DRILLED X2/01/03 LOGGED BY JOHN SELLMAN REVIEWED BY
<br /> fa DRILLING COMPANY WOODWARO DgILuNG co. DRILLER FRANK RAMERI2 _„ METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER B. IN DEPTH DRILLED 95 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 114 INTERVAL FT TO _ -FT-
<br /> FILTER PACK TYPE INTERVAL P7 TO _ FT
<br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL FT TO FT
<br /> COMMENTS PAGE--L-OF-
<br /> -2-WELL DEPTH P#D SAMPLE 10 LITHOLOGIC DESCRIPTION
<br /> DETAIL rT PPM BLOWCOUNT LOG
<br /> CONCRETE
<br /> 2
<br /> 4
<br /> INORGANIC SILT (ML), 1009 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 /> a
<br /> 10 INORGANIC SILT (ML), 10OX 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), 106X FINES, LOW DRY STRENGTH, LOW
<br /> 1 B 0 ML NOTED k NO ORGAN C5 DRY. WEAK CEMVERY ENTATION,N OMOGEENOUS MICAL ODOR
<br /> 18
<br /> 20- INORGANIC SILT (ML), 100% FINES, MEDIUM DRY STRENGTH, MEDIUM
<br /> 0 ML TOUGHNESS. NON PLASTIC, VERY STIFF, BROWN. NO CHEMICAL ODOR
<br /> NOTED, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> -22-
<br /> 24
<br /> INORGANIC SILT (ML) WITH CALCITE, 1009 FINES, LOW DRY
<br /> 26 0 ML STRENGTH, LOW TOUGHNESS. NON PLASTIC, STIFF, BROWN, NO Y
<br /> CHEMICAL ODOR NOTED; NO ORGANICS, DRY. WEAK CEMENTATION,
<br /> HOMOGENOUS
<br /> 28-
<br /> -30- 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 /> 32
<br /> 34
<br /> SILTY FINE SAND (SM). SOX SAND. FINE GRAINED, MEDIUM DENSE.
<br /> SOX FINES. LOW DRY STRENGTH. LOW TOUGHNESS, NON PLASTIC;
<br /> 36 0 SM VERY STIFF, BROWN, NO CHEMICAL ODOR NOTED, NO ORGANICS,
<br /> DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> -33-
<br /> 40
<br />
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