i
<br /> ASSOCIATES INC.
<br /> 1111 Looe PoM Amm, Surte 8, Modesto, Ufemio, 95351 LOG OF WELL MW 13
<br /> PROJECT STOCKTON CITY TAXI CAB CO. LOCATION ?OBS E. FREMONT STREEET, STOCKTON, CA PROJECT N0, 54.28349.0001
<br /> DATE DRILLED 9/27/06 LOGGED BY JOHN SELLMAN REVIEWED BY TODD HAFNER
<br /> DRILLING COMPANY WOODWARD DRILLING DRILLER ANTHONY METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 60 FT DEPTH TO WATER INITIAL FT STATIC FT
<br /> CASING _TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 60 FT
<br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL 45 FT TO 60 FT
<br /> FILTER PACK TYPE RMC LONESTAR NOm 3 INTERVAL 42 FT TO 60 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 42 FT
<br /> COMMENTS: PAGE 1 OF 2
<br /> i WELL DEPTH FID SAMPLE ID LITHOLOGIC DESCRIPTION
<br /> DETAIL FT. PPM BLOWCOUNT LOG
<br /> 3" CONCRETE
<br /> 2
<br /> 4
<br /> 6 CL
<br /> CLAY (CL): 100% FINES, HIGH DRY STRENGTH, MEDIUM TOUGHNESS,
<br /> 3"-5'/10' MEDIUM PLASTICITY, MEDIUM STIFF CONSISTENCY, DARK BROWN,
<br /> B NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION,
<br /> HOMOGENOUS.
<br /> 10 \CIL
<br /> CLAY (CL): 100% FINES, HIGH DRY STRENGTH, MEDIUM TOUGHNESS,
<br /> 12 5'/101-10'/15' MEDIUM PLASTICITY, SOFT CONSISTENCY, BROWN, NO PRODUCT
<br /> ODOR, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS.
<br /> 14
<br /> - 16 -
<br /> CLAY (CL); 5% FINE SAND, 95% FINES, MEDIUM DRY STRENGTH,
<br /> 10'/15'- 15'/20' LOW TOUGHNESS, MEDIUM PLASTICITY, SOFT CONSISTENCY, BROWN,
<br /> NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION,
<br /> 1g MICACEOUS,
<br /> 20 \CL
<br /> SANDY CLAY (CL): 20% FINE SAND, 80% FINES, MEDIUM DRY
<br /> STRENGTH, LOW TOUGHNESS, MEDIUM "STICITY, SOFT
<br /> 22 15'/20'-20'/25' CONSISTENCY, BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY,
<br /> WEAK CEMENTATION, MICACEOUS,
<br /> 24
<br /> \CL
<br /> 26
<br /> SANDY CLAY (CL): FINE SAND, 80% FINES, MEDIUM DRY
<br /> 20'/25'-25'/30' STRENGTH, LOW TOUGHNESS, MEDIUM PLASTICITY, SOFT
<br /> CONSISTENCY, BROWN, PRODUCT ODOR, NO ORGANICS, DRY,
<br /> 28 WEAK CEMENTATION, MICACA CEOUS.
<br /> 30 CL
<br /> SANDY CLAY (CL): 25% FINE SAND, 75% FINES, MEDIUM DRY
<br /> STRENGTH, LOW TOUGHNESS, MEDIUM PLASTICITY, SOFT
<br /> 32 25'/30'-30'/35' CONSISTENCY, BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY,
<br /> WEAK CEMENTATION, MICACEOUS,
<br /> 34 4.5
<br /> CL
<br /> 36
<br /> SANDY CLAY (CL): 25% FINE SAND, 75% FINES, MEDIUM DRY
<br /> 306/35'-351/40' STRENGTH, LOW TOUGHNESS, LOW PLASTICITY, SOFT
<br /> CONSISTENCY, BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY,
<br /> 3B WEAK CEMENTATION, MICACEOUS.
<br /> 0.1
<br /> 40
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