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v <br /> nAWCASSOCIATES INC. <br /> 1117 La Pokn ke,SiModesto,C*mn4 Mi EOG OF WELL Mws <br /> PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON, CA PROJECT N0. 54.26823.0002 <br /> COMMENTS: <br /> PAGE 2-OF 3 <br /> LL DEPTH PID AY UITHOLOGIC <br /> WE <br /> DETAIL F7. PPM BLOWCOUNTI LOG DESCRIPTION <br /> 4d 20 <br /> 5 50/5" ML INORGANIC SILT (ML): 100% FINES; MEDIUM DRY <br /> STRENGTH; MEDIUM TOUGHNESS, NON PLASTIC; STIFF; <br /> 42 BROWN COLOR, NO CHEMICAL ODOR NOTED; NO <br /> ORGANICS, DRY, WEAK CEMENTATION <br /> /-44- <br /> 18 <br /> 418 <br /> 46 6 24 41.0/45.0-61.0/65.0 INORGANIC CLAY (MH): 100% FINES; LOW DRY STRENGTH; <br /> 36 LOW TOUGHNESS, LOW PLASTICITY; MEDIUM STIFF; <br /> YELLOWISH RED COLOR, NO CHEMICAL ODOR NOTED; NO <br /> 48 ORGANICS, DRY, WEAK CEMENTATION <br /> 50 27 <br /> 1 50/5" ORGANIC SILT (MH): 100% FINES; LOW DRY STRENGTH; , <br /> LOW TOUGHNESS, NON PLASTIC; VERY STIFF; YELLOWISH <br /> 52 RED COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, DRY, <br /> WEAK CEMENTATION <br /> i <br /> I 54 <br /> 50/5.5" MH ORGANIC SILT (MH): 100% FINES; LOW DRY STRENGTH; <br /> /-56- 1246 LOW TOUGHNESS, NON PLASTIC; STIFF; YELLOWISH RED <br /> COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, DRY, <br /> WEAK CEMENTATION <br /> 58 <br /> b0 <br /> 259 25 50/5.5' ORGANIC SILT (MH): 100% FINES; LOW DRY STRENGTH; <br /> LOW TOUGHNESS, NON PLASTIC; STIFF; YELLOWISH RED <br /> 62 COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, DRY, <br /> WEAK CEMENTATION <br /> /-64- <br /> 38 <br /> 438 25 ML 61.0/65.0-66.0/70.OINORGANIC SILT (ML): 20% FINE GRAINED SAND; POORLY <br /> 66 50/5.5" GRADED; 80% FINES; LOW DRY STRENGTH; LOW <br /> TOUGHNESS, NON PLASTIC; STIFF; YELLOWISH RED COLOR, <br /> NO CHEMICAL ODOR NOTED; NO ORGANICS, WET, WEAK <br /> fib CEMENTATION; FISSURED <br /> 70 <br /> 7 25 50/5" SM 86.0/70.0-71.0/75.OSILTY SAND (SM): 60% FINE GRAINED SAND; POORLY <br /> GRADED; VERY DENSE; 40% FINES; LOW DRY STRENGTH; <br /> 72 LOW TOUGHNESS, NON PLASTIC; BROWN COLOR, NO <br /> ' CHEMICAL ODOR NOTED; NO ORGANICS, WET, WEAK <br /> CEMENTATION <br /> 74 <br /> 71.0/75.0-76.0/80.0 <br /> 2 25 CL INORGANIC CLAY (CL): 10% FINE GRAINED SAND; 90% <br /> 76 50/4" FINES; LOW DRY STRENGTH; LOW TOUGHNESS, LOW <br /> PLASTICITY; STIFF; BROWN COLOR, NO CHEMICAL ODOR = <br /> NOTED; NO ORGANICS, MOIST, WEAK CEMENTATION <br /> 78 <br /> ' 80 78.0/80.0-81.5/85.0 <br /> 0 SC CLAYEY SAND (SC): 70% MEDIUM TO FINE GRAINED SAND: <br /> POORLY GRADED; DENSE; 30% FINES; LOW DRY <br /> 82 STRENGTH; LOW TOUGHNESS, LOW PLASTICITY; MEDIUM <br /> STIFF; BROWN COLOR, NO CHEMICAL ODOR NOTED; NO <br /> ORGANICS, WET, WEAK CEMENTATION <br /> 84 <br />