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<br /> "ASSOCIATES INC. LOG OF WELL MW14
<br /> 1111 In Palm Aww, Suite 8, Modesto, Callomia, 95351
<br /> PROJECT STOCKTON CITY TAXI CAB CO. LOCATION 2085 E. FREMONT STREET, STOCKTON, CA PROJECT N0, 54.28349.0001
<br /> COMMENTS: PAGE 2 OF
<br /> WELL - DEPTH PID SAMPLE 10 U.S.C.
<br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION
<br /> 5
<br /> $I liplo 20 ML
<br /> - 28 SANDY SILT (ML): 20% FINE SAND, 80% FINES, MEDIUM DRY
<br /> 42 STRENGTH, LOW TOUGHNESS, NO PLASTICITY, STIFF
<br /> 36.5/40'-41 .5/45' CONSISTENCY, YELLOWISH—BROWN, NO PRODUCT ODOR, NO
<br /> • ',}1 ORGANICS, DRY, WEAK CEMENTATION, CALCITE VEINS.
<br /> Ed
<br /> 44
<br /> Ed, 10 OL/ML
<br /> Ed 46 19
<br /> SANDY SILT (OL/ML): 20% FINE SAND, 80% FINES, HIGH DRY
<br /> '! � 25 STRENGTH, MEDIUM TOUGHNESS, LOW PLASTICITY, VERY STIFF
<br /> � ': 41 .5/45'-46. 5/50' CONSISTENCY, BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> qg DRY, WEAK CEMENTATION, CALCITE VEINS,
<br /> Ep
<br /> 50 CL
<br /> 27
<br /> pp
<br /> 50Edd. Ed /
<br /> 6 SANDY SILTY CLAY (CL): 20% FINE SAND, 80% FINES, MEDIUM DR
<br /> 52 STRENGTH, LOW TOUGHNESS, NO PLASTICITY, MEDIUM STIFF
<br /> 46.5/501-51 .5/55' CONSISTENCY, BROWN, NO PRODUCT ODOR, ORGANICS, DRY,
<br /> _ WEAK CEMENTATION, CALCITE VEINS,
<br /> 54
<br /> \ML
<br /> 20
<br /> 27
<br /> 14
<br /> = Ed Ed
<br /> SANDY SILT (ML): 30% FINE SAND, 70% FINES, MEDIUM DRY
<br /> STRENGTH, MEDIUM TOUGHNESS, NO PLASTICITY, MEDIUM STIFF
<br /> 58 51 .5/55 -56.5/60 CONSISTENCY, BROWN, NO PRODUCT ODOR, NO ORGANICS, MOIST,
<br /> SM WEAK CEMENTATION, HOMOGENOUS.
<br /> 60
<br /> 7 56.5/60'-61SILTY SAND (SM): 80% FINE, POORLY GRADED SAND, 20% FINES,
<br /> 7EdNO DRY STRENGTH, BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> 8
<br /> WET, WEAK CEMENTATION, HOMOGENOUS,
<br /> 62
<br /> 64
<br /> Ed
<br /> 66
<br /> 68
<br /> 70
<br /> 72
<br /> 74
<br /> - 76 -
<br /> - 78 -
<br /> -
<br /> 80
<br /> 82
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