Laserfiche WebLink
. GROUND ZERO ANALYSIS LOG OF BORING CPT1 <br /> PROJECT LOCATION STOCKTON, CA PROJECT NO 263 <br /> COMMENTS PAGE_2 OF-2— <br /> WELL <br /> F 2-- <br /> WELL DEPTH PID SAMPLE ID U 5 C SOIL BEHAVIOR TYPE <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 400-405- SAND TO SANDY SILT (SP/ML) <br /> ML 40 5-41 2' SILT TO CLAYEY SILT (ML) <br /> 42 ML/CL 41 2-43 3' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 44 ML 43 3-44 6' SANDY SILT TO CLAYEY SILT (ML) <br /> ML/CL 446-453- CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> —46— <br /> CL <br /> 6CL 46 3-47 6' SILTY CLAY TO CLAY (CL) <br /> ML/CL 47 6-48 1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 48 48 1-4B 7' SANDY SILT TO CLAYEY SILT (ML) <br /> FINE GRAIN 487-49 9' VERY STIFF FINE GRAINED <br /> 50SP-SC 499-5031 SAND TO CLAYEY SAND (SP-SC) <br /> 52 VERY 503-546' VERY STIFF FINE GRAINED <br /> STIFF <br /> FINE <br /> GRAINED <br /> —54— <br /> SP—SC <br /> 4SP-SC 54 6-55 V SAND TO CLAYEY SAND (SP-SC) <br /> • 56 55 4-59 2' SILTY SAND TO SANDY SILT (SM/ML) <br /> SM/ML <br /> 58 <br /> 59 2-59 6' SAND TO CLAYEY SAND (SP-SC) <br /> SP-SC <br /> 60 59 6-60 1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 60 1-63 3' SANDY SILT TO CLAYEY SILT (ML) <br /> —62— ML <br /> FINE 63 3-64 5' VERY STIFF FINE GRAINED <br /> 64 GRAIN 64 5-64 7' SANDY SILT TO SILTY SAND (SM/ML) DTW = 65' <br /> SP-SM 64 7-65 7' SAND TO SILTY SANG SP-SM <br /> 66 FINE <br /> GRAIN 65 7-67 0' VERY STIFF FINE GRAINED <br /> 68 ML/CL 67 0-6B 5' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> FINE 68 5-70 6' VERY STIFF FINE GRAINED <br /> 70 GRAIN <br /> CL 70 6-71 3' CLAY (CL) <br /> 72 FINE 71 3-74 0' VERY STIFF FINE GRAINED ^c <br /> GRAIN <br /> 74 SP-SC 740-745. SAND TO CLAYEY SAND (SP-SC) <br /> FINE GRAN 74 5-75 1' VERY STIFF FINE GRAINED JOHN R c1� <br /> REFUSAL <br /> 76 o LANE <br /> No 7 5 <br /> _80- <br /> -82-- <br />