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' AIfrASSOCIATES INC. <br /> 1117 to P*k,Sua&M0m0'rAfmia,Ul LOG OF WELL MW8 <br /> PROJECT STOCKTON CITY TAXI CAB LOCATION 2085 EAST FREMONT STREET STOCKTON, CA PROJECT NO. 54_28349.0001 <br /> COMMENTS: <br /> PAGE 2 OF 3 <br /> WELL DEPTH PID AM LITHOLOGIC <br /> DETAIL FT. (PPM) BLOWCOUNT LOG DESCRIPTION <br /> ' <br /> SILTY CLAY (CL): 10% SAND; FINE-GRAINED; 90% FINES;40 <br /> CL MEDIUM DRY STRENGTH; LOW TOUGHNESS; LOW <br /> 1 20 PLASTICITY; VERY STIFF; REDDISH BROWN COLOR; SLIGHT <br /> 21 FUEL ODOR NOTED; NO ORGANICS; DRY; WEAK <br /> 44 CEMENTATION <br /> 44 <br /> 9 <br /> 46 3 18 36.5/40-46.5/50 INORGANIC CLAY (CL): 100% FINES; MEDIUM DRY <br /> 22 STRENGTH; LOW TOUGHNESS; MEDIUM PLASTICITY; VERY <br /> STIFF; BROWN COLOR; NO CHEMICAL ODOR NOTED; NO <br /> 48 ORGANICS; DRY; WEAK CEMENTATION <br /> 1 w5 S0 MW8-50' <br /> 1 SILTY CLAY OL <br /> 1 18 46.5/50-56.5/60 { ) 10% SAND; FINE-GRAINED; 90% FINES; <br /> a w,� 25 OL LOW DRY STRENGTH; LOW TOUGHNESS; LOW PLASICITIY; <br /> ?,; �;,• g2 VERY STIFF; BROWN COLOR; NO CHEMICAL ODOR NOTED; <br /> ORGANICS PRESENT; MOIST; WEAK CEMENTATION <br /> .i `•e <br /> 54 <br /> 17 <br /> 56 1 2 ORGANIC CLAY (OL): 10% SAND: FINE-GRAINED; POORLY <br /> 3 GRADED; 90% FINES; LOW DRY STRENGTH; LOW <br /> y '• TOUGHNESS; LOW PLASTICITY; VERY STIFF; BROWN COLOR; <br /> NO CHEMICAL ODOR NOTED; ORGANICS PRESENT; DRY; <br /> WEAK CEMENTATION <br /> µmy r.+.• <br /> 60 30 13 SILTY SAND (SM); 70% SAND; FINE-GRAINED; POORLY <br /> 21 SM 56.5/60-61.5/65 GRADED; DENSE; 30% FINES; LOW DRY STRENGTH; <br /> 30 BROWN; NO CHEMICAL ODOR NOTED; NO ORGANICS; WET; <br /> WEAK CEMENTATION <br /> 64 <br /> MW8-65.5' <br /> ' �l 66 16 12 50/2 SP 61.5/65-66 SAND (SP): 100% SAND; MEDIUM- TO FINE-GRAINED; <br /> POORLY GRADED; VERY DENSE; NO DRY STRENGTH; <br /> BROWN COLOR; NO CHEMICAL ODOR NOTED; NO <br /> 68 ORGANICS; WET; WEAK CEMENTATION <br /> ' -70- <br /> - <br /> 70 72 <br /> t —74- <br /> -76- <br /> -78 <br /> ' 78 <br /> 80 <br /> 82 <br /> ' 84 <br />