|
A /fIFASSOCIATES INC.
<br /> 1117 Looe Palm Avenue, We 201, Yndeslo, Cafilomio, 95351 LOG OF WELL MW 1 6
<br /> PROJECT STOCKTON CITY TAXI CAB CO. LOCATION 2085 E. FREMONT STREET, STOCKTON, CAPROJECT NO. 54.28349.0001
<br /> DATE DRILLED 1 /11 /08 LOGGED BY JIM KUNDERT REVIEWED BY TODD HAFNER
<br /> DRILLING COMPANY GREGG DRILLING & TESTING DRILLER JERAMY NEFF METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 80 FT DEPTH TO WATER INITIAL 57 FT STATIC 7? FT
<br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 40.5 FT
<br /> j SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL 40.5 FT TO 59.5 FT
<br /> FILTER PACK TYPE RMC LONESTAR NO, 2/12 INTERVAL 38 FT TO 60 FT
<br /> SURFACE SEAL TYPE _ NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 38 FT
<br /> COMMENTS: PAGE 1 OF?
<br /> WELL DEPTH PID SAMPLE ID UTHOLOGIC DESCRIPTION
<br /> DETAIL FT. PPM BLOWCOUNT LOG
<br /> 0'-2" ASPHALT
<br /> 2 ML 2"-4.5' FILL & BROWN SANDY SILT
<br /> 4 -
<br /> 6
<br /> 010 ML T 4.5'-9.5' FINES; LOWTO MS MEDIUM DRYSTRENGTH. LOW TOUGHNESSPOORLY GRADED SAND; ,
<br /> PLASTICITY, MEDIUM STIFF, RED BROWN, NO ODOR, NO ORGANICS,
<br /> - - DRY TO MOIST, OXIDATION TRACES,
<br /> 8
<br /> J 0.0 SILTY SAND (SM): >95% FINE POORLY GRADED SAND; <5% FINES;
<br /> 10 SM NO DRY STRENGTH, LOW TOUGHNESS, NON-PLASTIC, SOFT, RED
<br /> 9.5'- 10/13.5' BROWN TO BROWN, NO ODOR, NO ORGANICS, DRY.
<br /> ' 12
<br /> SANDY SILT (ML): 30% FINE POORLY GRADED SAND; 70% FINES;
<br /> 14 0.0 ML 13.5
<br /> 10/ '-15 18.5' MEDIUM DRY STRENGTH, MEDIUM TOUGHNESS, NON-PLASTIC,
<br /> / MEDIUM STIFF, RED-TO-YELLOWISH BROWN, NO ODOR, NO
<br /> ORGANICS, DRY, HOMOGENOUS,
<br /> 16
<br /> 18 i
<br /> CLAYEY SAND (SC): 80% FINE POORLY GRADED SAND; 20% FINES;
<br /> 0.0 SC 15/18.5'-20/23.5' LOW DRY STRENGTH, LOW TOUGHNESS, NON-PLASTIC, SOFT,
<br /> 20 BROWN TO GREYISH BROWN, NO ODOR, NO ORGANICS, DRY,
<br /> HOMOGENOUS.
<br /> 22
<br /> - - 2d o.0 FINE SAND (SP): >95% FINE POORLY GRADED SAND; <5% FINES;
<br /> SP 20/23.5'-25/28.5' NO DRY STRENGTH, LOW TOUGHNESS, NON-PLASTIC, VERY SOFT,
<br /> GREYISH BROWN, NO ODOR, NO ORGANICS, DRY, HOMOGENOUS,
<br /> 26
<br /> 28
<br /> CLAYEY SILT (ML): <5% FINE POORLY GRADED SAND; >95%
<br /> 0.0 ML 25/28.5'-30/33.5' FINES; LOW DRY STRENGTH, LOW TOUGHNESS, NON-PLASTIC TO
<br /> LOW PLASTICITY, MEDIUM STIFF, REDDISH BROWN, NO ODOR, NO
<br /> 30 ORGANICS, DRY TO MOIST, HOMOGENOUS.
<br /> I 32 ♦
<br /> 30/335'-35/385' INORGANIC SILT (ML): 100% FINES; LOW DRY STRENGTH, LOW TO
<br /> 34 . .
<br /> DO ML MEDIUM TOUGHNESS, NON-PLASTIC, MEDIUM STIFF, BROWN AND
<br /> DARK BROWN, NO ODOR, NO ORGANICS, DRY, STRATIFIED COLOR.
<br /> i
<br /> - 36
<br /> - ! --- 38 SILTY CLAY (Cl 100% FINES; LOW DRY STRENGTH, LOW TO
<br /> 35/38.58-40/43.5' MEDIUM TOUGHNESS, LOW PLASTICITY, MEDIUM STIFF, REDDISH
<br /> 0.0 \CL BROWN, NO ODOR, NO ORGANICS, DRY, HOMOGENOUS.
<br /> 40
<br /> j
<br /> I
<br />
|