Laserfiche WebLink
l• GROUND ZERO ANALYSIS LOG OF BORING CPT2 <br /> PROJECT TULERURG WAREHOUSE LOCATION STOCKTON CA PROJECT NO 263 <br /> COMMENTS PAGE 2 OF-2-- <br /> WELL <br /> FAWELL DEPTH PID SAMPLE ID U S C SOIL BEHAVIOR TYPE <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> FINE GRAIN 40 1-40 6' VERY STIFF FINE GRAINED <br /> 40 6-40 9' SAND TO CLAYEY SAND (SP—SC) <br /> FINE GRAIN 40 9-41 6' VERY STIFF FINE GRAINED <br /> 42 <br /> ML/CL 41 6-43 2' CLAYEY SILT TO SILTY CLAY (AIL/CL) <br /> ML 43 2-44 1' SANDY SILT TO CLAYEY SILT (AIL) <br /> 44 L CL 441-445' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> FINE GRAIN 445-450' VERY STIFF FINE GRAINED <br /> 46 ML/CL 45 0-46 7' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 46 7-47 1' SANDY SILT TO CLAYEY SILT (ML) <br /> SM/AIL 47 1-48 0' SILTY SAND TO SANDY SILT (SM/ML) <br /> 4$ ML 48 0-48 7' SANDY SILT TO CLAYEY SILT (ML) <br /> 48 7--49 2' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 50CL 49 2-50 8' SILTY CLAY TO CLAY (CL) <br /> IAL/CL 50 8-51 8' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 52 <br /> VERY <br /> STIFF 51 B-552- VERY STIFF FINE GRAINED <br /> 54 FINE <br /> GRAINED <br /> • 56 SP—SC 55 2-56 T SAND TO CLAYEY SAND (SP—SC) <br /> SP—SM 56 7-58 3' SAND TO SILTY SAND (SP—SM) <br /> 5$ <br /> SM/M[— 583-590, SILTY SAND TO SANDY SILT (SM/ML) <br /> 60 SP—SM 59 0-61 9' SAND TO SILTY SAND (SP—SM) <br /> 62 <br /> FINE GRAIN fit 9-63 6' VERY STIFF FINE GRAINED WITH SOME SILT <br /> 64 <br /> SP—SM 63 6-66 1' SAND TO SILTY SAND (SP/SP—SM) <br /> 66 <br /> ML 66 1-67 7' SANDY SILT TO CLAYEY SILT (ML) <br /> 68 <br /> 67 7-73 1' VERY STIFF FINE GRAINED <br /> VERY <br /> 7O STIFF <br /> FINE <br /> GRAINED <br /> 72 <br /> 74 REFUSAL �(�-D GFOl <br /> �7C 0 <br /> 76 .}ONS+( +✓ N1 <br /> • o LANG <br /> 78 up, No 6 ° <br /> .. 4 <br /> $o OF CA <br /> 82 <br />