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<br /> AWCASSOCIATES INC. LOG OF BORING SB101
<br /> I i I I We Palm lie.,SwIt B,Modeslo,Cefilealb,95351
<br /> PROJECT SHAWVER TRUCKING LOCATION 916_ NORTH BROADWAY, STOCKTON, CALIF kORNIA PROJECT NO. 54.25351.0001
<br /> COMMENTS: l a PAGE 3 OF3
<br /> WELL DEPTH PID SAMPLE ID U.S.C. iI
<br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION
<br /> ML 80.5 — 81/85, SILT WITH SAND (ML): 15X FINE—MEDIUM, POORLY GRADED
<br /> SAND;I85% FINES; NO DILATANCY, MEDIUM TOUGHNESS, NONE--
<br /> LOWPLASTICITY, MODERATE YELLOW BROWN, NO PRODUCT ODOR,
<br /> 84 NO ORGANICS,;DRV—MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> 4.0
<br /> 8b SD !
<br /> � � f
<br /> CL 81/85 — 90.5, LEAN CLAY WITH SAND (CL): 15% FINE—MEDIUM, POORLY GRADED
<br /> 88 SAND;j 85X FINES; NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM
<br /> PLASTICITY, MODERATE YELLOW BROWN, NO PRODUCT ODOR,
<br /> NO ORGANICS,!!DRY—MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> _90- 36
<br /> 4.0 50 I I
<br /> ML 90.5 — 91/95' SILT (ML): <15X FINE, POORLY GRADED SAND; >85% FINES;
<br /> 92 NONE=SLOW DILATANCY, LOW TOUGHNESS. NONE—LOW
<br /> PLASTICITY, MODERATE YELLOW BROWN, NO PRODUCT ODOR,
<br /> NO ORGANICS„I DRY—MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> 94 I!
<br /> ST-58101-95.5
<br /> 4.2 39
<br /> 96 50
<br /> CL 91/95 — 100' LEAN CLAY (CL}: <15X FINE, POORLY GRADED SAND; >85X
<br /> FINES;' NO DILATANCY, MEDIUM—HIGH TOUGHNESS, MEDIUM
<br /> it PLASTICITY, MODERATE YELLOW BROWN TO PALE YELLOW
<br /> 98 BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY—MOIST, WEAK
<br /> CEMENTATION,!!HOMOGENOUS
<br /> 1 !�
<br /> 4.7 36 }
<br /> 1, 50 I
<br /> GP—SM 100 — 103, POORLY GRADED GRAVEL WITH SILT AND SAND (GP—SM): 40%
<br /> O FINE—COARSE.I WELL GRADED SAND; SOX FINE, POORLY GRADED
<br /> GRAVEL ; 10% FINES; NO PRODUCT ODOR, NO ORGANICS, WET,
<br /> WEAK!CEMENTATION. HOMOGENOUS
<br /> I� P
<br /> 104
<br /> 10 I
<br /> I It ;E
<br /> 1 ,
<br /> 08-
<br /> 12-
<br /> -120-
<br /> 124
<br /> 1 12 12
<br /> II i
<br /> a
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