Laserfiche WebLink
AW— <br /> ASSOCIATES INC. <br /> 1117 Lala Pdm Are,Sul R Modsln 95I LOG OF WELL MW 1 1 <br /> PROJECT STOCKTON CITY TAXI CAB LOCATION 2085 EAST FREMONT STREET, STOCKTON, CA PROJECT NO. _54.25349,0001 <br /> COMMENTS: PAGE 2 OF-._ <br /> WELL DEP�}I PID SAMPLE LITHOLOGIC DESCRIPTION <br /> DETAIL Fi. (PPM) BLOWCOUNT LOG <br /> ORGANIC SILT (OL): 100% FINES; LOW DRY STRENGTH; <br /> 40 12 OL LOW TOUGHNESS; NON PLASTIC; VERY STIFF; REDDISH <br /> 15 BROWN COLOR; NO CHEMICAL ODOR NOTED; ORGANICS <br /> 18 PRESENT; DRY; MODERATE CEMENTATION; CALCITE <br /> 42 INCLUSIONS <br /> 44 <br /> '-std g 12 <br /> 20 OL ORGANIC SILTY CLAY (OL): 100% FINES; MEDIUM DRY <br /> 0 <br /> 46 <br /> ^c 25 STRENGTH; MEDIUM TOUGHNESS; LOW PLASTICTIY; VERY <br /> STIFF; BROWN COLOR; NO CHEMICAL ODOR NOTED; <br /> ORGANICS PRESENT; DRY; WEAK CEMENTATION <br /> 50 1 INORGANIC SILT (ML): 100% FINE; MEDIUM DRY <br /> 0 20 46.5/50-51.5/55 STRENGTH; LOW TOUGHNESS; LOW PLASTICITY; VERY <br /> 27 ML STIFF; REDDISH BROWN COLOR; NO CHEMICAL ODOR <br /> 52 <br /> NOTED; NO ORGANICS; DRY; WEAK CEMENTATION <br /> ..{•7w •y; <br /> at r' <br /> 54 <br /> 0 15 SANDY CLAY (CL): 20% SAND; FINE—GRAINED; POORLY <br /> 56ISE CL GRADED; 80% FINES; LOW DRY STRENGTH; LOW <br /> THOUGHNESS; MEDIUM STIFF; BROWN COLOR; NO <br /> +; ,= CHEMICAL ODOR NOTED; NO ORGANICS; MOIST; WEAK <br /> CEMENTATION <br /> 60 1 SAND (SP); 100% SAND; FINE—GRAINED; POORLY GRADED; <br /> 0 10 SP 56.5/60-61.5/65 MEDIUM DENSE; NO DRY STRENGTH; BROWN; NO <br /> 10 CHEMICAL ODOR NOTED; NO ORGANICS; WET; WEAK <br /> 82 CEMENTATION <br /> 0 SILTY SAND (SM); 80% SAND; FINE—GRAINED; POORLY <br /> E SM <br /> : .•�.,�, 66 GRADED; DENSE; 20% FINES; LOW DRY STRENGTH; <br /> REDDISH BROWN; NO CHEMICAL ODOR NOTED; NO <br /> ORGANICS; WET; WEAK CEMENTATION <br /> s8 <br /> 70 <br /> 72 <br /> 74 <br /> 76 <br /> 78— <br /> _80- <br /> 82- <br /> 84 <br />