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ASSOCIATES INC
<br /> 1117 Lala Pdm Are,Sine&Ilodesb%Cas uX 93351 LOG OF BORING MW-5
<br /> PROJECT EGGIMAN ANDREW & EDITH TRUSLOCATION 1112 EASI IiALgINg WAY. sro_C N. CALIF-OgNIA _ PROJECT NO 54 22493 0001
<br /> 40 DATE DRILLED 121113/03 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE HOMSEY,C47410
<br /> DRILLING COMPANY WOODWARD DRILLING..Co,_ DRILLER FRANK RAMS I�—,...,.,..,_ METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER 8" 1N DEPTH DRILLED 55 FT DEPTH TO WATER INITIAL FT STATIC FT
<br /> CASING TYPE PVC DIAMETER -2 IN SCHEDULE 40 INTERVAL 0 FT TO 15 FT
<br /> SCREEN TYPE PVC DIAMETER ----_2- IN SLOT SIZE 0 020 IN INTERVAL _.. 35 FT TO 55 FT
<br /> FILTER PACK TYPE 2/12 SANE}_ _ INTERVAL __. 33 FT TO 55 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 33 FT
<br /> COMMENTS
<br /> PACE 1 OF-2-
<br /> WELL
<br /> __2WELL DEPTH PED SAMPLE ID UTHDLOGIC DESCRIPTION
<br /> DETAIL FT (PPM) 6LOWCOUNT LOG
<br /> 2
<br /> 4
<br /> NO SAMPLE COLLECTED
<br /> s
<br /> 8
<br /> 10
<br /> SANDY SILT (ML). 30X SAND, FINE GRAINED, POORLY GRADED,
<br /> 0 ML VERY DENSE, 70% FINES, NO DRY STRENGTH, LOW TOUGHNESS,
<br /> NON PLASTIC, MEDIUM STIFF, BROWN; NO CHEMICAL ODOR NOTED,
<br /> 12 NO ORGANICS, DRY, WEAK CEMENTATION, LENSED
<br /> 14
<br /> 15 O ML INORGANIC SILT (ML), 100X FINES. LOW DRY STRENGTH, LOW
<br /> TOUGHNESS, NON PLASTIC, MEDIUM STIFF. BROWN, NO CHEMICAL
<br /> ODOR NOTED, DRY, WEAK CEMENTATION. HOMOGENOUS
<br /> 18
<br /> 20
<br /> 1 7 CL INORGANIC CLAY WITH CALCITE (CL), 10OX FINES, MEDIUM DRY
<br /> STRENGTH, LOW TOUGHNESS, NON PLASTIC. VERY STIFF, BROWN,
<br /> NO CHEMICAL ODOR NOTED, NO ORGANICS, DRY, WEAK
<br /> 22 CEMENTATION, HOMOGENOUS
<br /> 24
<br /> ENORGANIC CLAY WITH CALCITE (CL), 100% FINES, MEDIUM DRY
<br /> 26 301 4 CL STRENGTH, MEDIUM TOUGHNESS, LOW PLASTICITY. VERY STIFF.
<br /> BROWN, MODERATE FUEL ODOR, NO ORGANICS, DRY, WEAK
<br /> CEMENTATION, HOMOGENOUS
<br /> /-28-
<br /> 30—
<br /> 865 MWS-30 5 INORGANIC CLAY (CL), 100% FINES. MEDIUM DRY STRENGTH,
<br /> CL MEDIUM TOUGHNESS, LOW PLASTICITY. STIFF, BROWN, MODERATE
<br /> 32 FUEL ODOR. NO ORGANICS, WET. WEAK CEMENTATION, HOMOGENOUS
<br /> r
<br /> 34
<br /> INORGANIC CLAY (CL). 1009 FINES, MEDIUM DRY STRENGTH.
<br /> MEDIUM TOUGHNESS. LOW PLASTICITY, STIFF, BROWN, MODERATE
<br /> ' 36
<br /> 25t— CL FUEL ODOR. NO ORGANICS, MOIST, WEAK CEMENTATION,
<br /> HOMOGENOUS
<br /> 38
<br /> 40
<br />
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