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i <br />" A/rASSOCIATES INC. LOG OF WELL MW16 <br /> 1117 Lane Pah AIM %ile B, YodeslD, Porlornia, M1 <br /> PROJECT STOCKTON CITY TAXI CAB CO. LOCATION 2085 E. FREMONT STREET, STOCKTON, CA PROJECT NO. 54.28349.0001 <br /> COMMENTS: PAGE 2 OF..Z. <br /> I. .�� WELL DEPTH PID SAMPLE ID U.S.C. <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION <br /> CL 35/38.51-40/43.5' (SEE PREVIOUS PAGE) <br /> AAAAAAAAA <br /> Lz - 42 <br /> 44 0.0 INORGANIC SILT (OL/ML): 100% FINES; LOW DRY STRENGTH, LOW <br /> �.I OL/ML 40/43.51-45/48.5' TOUGHNESS, LOW PLASTICITY, MEDIUM STIFF, RED BROWN, NO <br /> ODOR, NO ORGANICS, DRY TO MOIST, CALCITE INCLUSIONS, <br /> 46 <br /> 48 <br /> 0.0 <br /> = CLAYEY SILT (ML): 100% FINES; LOW DRY STRENGTH, LOW <br /> 50 ML 45/48.5'-53.5' TOUGHNESS, LOW PLASTICITY, MEDIUM STIFF, RED BROWN, NO <br /> A . <br /> ODOR, NO ORGANICS, MOIST, HOMOGENOUS <br /> 1 - - 52 - <br /> A <br /> If A. = <br /> 53.54-53.75' STRATIFIED WITH DARK BROWN ORGANIC CLAY <br /> 54 O.O <br /> ML CLAYEY SILT (ML): 100% FINES; LOW DRY STRENGTH, LOW <br /> 53.75'-58.5' TOUGHNESS, LOW PLASTICITY, MEDIUM STIFF, RED BROWN, NO <br /> .1 58 ODOR, NO ORGANICS, MOIST, HOMOGENOUS <br /> 00 . <br /> 58 <br /> 58.55-58.75' STRATIFIED WITH DARK BROWN ORGANIC CLAY <br /> A 1. 0.0 <br /> ML 58.75'-60' CLAYEY SILT (ML): 100% FINES; LOW DRY STRENGTH, LOW <br /> 60 TOUGHNESS, LOW PLASTICITY, MEDIUM STIFF, RED BROWN, NO <br /> ODOR, NO ORGANICS, MOIST, HOMOGENOUS <br /> L � <br /> 62 <br /> 64 <br /> 66 <br /> I <br /> 68 <br /> ._ 70 <br /> I <br /> I <br /> 72 <br /> 74 A- <br /> - 76 - <br /> -A78 - <br /> 678 <br /> 80 <br /> 82 <br />