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' A r ASSOCIAT <br /> ES INC. <br /> 1117 Lala Patin Are„Smi&l oWe Cdfo*95351 LOG OF WELL M W 9 <br /> PROJECT STOCKTON CITY TAXI CAB LOCATION 2085 EAST FREMONT STREET, STOCKTON CA <br /> COMMENTS: PROJECT N0. 54.28349.00f11 <br /> PAGE 2 OF 3 <br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPI BLOWCOUNT LOG <br /> SILT (ML): 100% FINES; LOW DRY STRENGTH; LOW <br /> ' 40 TOUGHNESS; NON PLASTIC; STIFF; BROWN COLOR; NO <br /> 1 i 2 ML CHEMICAL ODOR NOTED: NO ORGANICS; MOIST; WEAK <br /> 12 CEMENTATION <br /> 24 <br /> 42 <br /> t ° rti 'veno 44 <br /> 3 9 36.5/40-46.5/50 ORGANIC CLAY (CL): 100% FINES; MEDIUM DRY <br /> 46- <br /> 14 CL <br /> t, 1 B STRENGTH; MEDIUM TOUGHNESS; NON PLASTIC; STIFF; <br /> BROWN COLOR; NO CHEMICAL ODOR NOTED; ORGANICS <br /> ~° PRESENT; MOIST; WEAK CEMENTATION <br /> r7 5J. 48 <br /> 0.5' <br /> 50 MW9-51 <br /> 1 18 <br /> 30 ML 46.5/50-56.5/60 SILT (ML): 10% SAND; FINE—GRAINED; 90% FINES; LOW <br /> ?� DRY STRENGTH; LOW TOUGHNESS; LOW PLASICITY; STIFF; <br /> ' ':- BROWN COLOR; NO CHEMICAL ODOR NOTED; NO <br /> 52 ORGANICS; MOIST; WEAK CEMENTATION <br /> �.i <br /> s^ 54 <br /> I SILT POORLY GRADED; <br /> 50/ 90% FINES;1LLOWSDRY STRENG HFINE—GRAINED;LOW TOUGHNESS; NON <br /> PLASTIC; STIFF; BROWN COLOR; NO CHEMICAL ODOR <br /> NOTED; NO ORGANICS; DRY; WEAK CEMENTATION <br /> i <br /> ..," 60 �L <br /> ' '.:* :,f$ 30 CL 56.5/6p-61.5/65 SANDY CLAY (CL); 20% SAND; FINE—GRAINED; POORLY <br /> GRADED; 80% FINES; LOW DRY STRENGTH; LOW <br /> TOUGHNESS; LOW PLASTICTY; MEDIUM STIFF; BROWN; NO <br /> 62 CHEMICAL ODOR NOTED; NO ORGANICS; MOIST; WEAK <br /> CEMENTATION <br /> ' * 64 <br /> MW9-65. <br /> 16 SP 61.5/65-66 SAND (SP); 100% SAND; COARSE— TO FINE—GRAINED; <br /> WELL GRADED: DENSE; NO DRY STRENGTH; BROWN <br /> COLOR; NO CHEMICAL ODOR NOTED; NO ORGANICS; WET; <br /> WEAK CEMENTATION <br /> —68- <br /> 70 <br /> 870 <br /> ' 72- <br /> -74- <br /> -76- <br /> -78- <br /> -so- <br /> -82 <br /> 2 74 76 788082 <br /> 84 <br />