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GROUND ZERO ANALYSIS LOG OF BORING CPT2 <br /> PROJECT 7 I FB IR. WAR HO ISE 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 /> 42 FINE GRAIN 40.9-41.6' VERY STIFF FINE GRAINED <br /> ML/CL 41.6-43.2' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> ML 43.2-44.1' SANDY SILT TO CLAYEY SILT (ML) <br /> 44 L CL 44.1-44.5' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> FINE GRAIN 44,5-45.0' 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 (M L) <br /> SM/ML 47.1`48'0' SILTY SAND TO SANDY SILT (SM/ML) <br /> 48 ML 48.0-48.7' SANDY SILT TO CLAYEY SILT (ML) <br /> 48.7^49.2' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> -50 CL 49.2-50.8' SILTY CLAY TO CLAY (CL) <br /> ML/CL 50.8-51.8' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 52 <br /> VERY <br /> STIFF S1.8-55.2' VERY STIFF FINE GRAINED <br /> 54 FINE <br /> GRAINED <br /> 56 SP-SC 55.2-56.7' SAND TO CLAYEY SAND (SP-SC) <br /> SP-SM 56.7-58.3' SAND TO SILTY SAND (SP-SM) <br /> 58 <br /> SM M 583-59.0' SILTY SAND TO SANDY SILT (SM/ML) <br /> 60 SP-Su 59.0-61.9' SAND TO SILTY SAND (SP-SM) <br /> 62 <br /> FINE GRAIN 51.9-63.6' 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 /> 70 STIFF <br /> FINE <br /> GRAINED <br /> 72 <br /> ED GF�I <br /> REFUSAL <br /> 7a <br /> JOHN P rpt <br /> 7s No. 6795 <br /> Q. r <br /> 78- <br /> - <br /> 8 <br /> 80 - <br /> 82 <br />