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GROUND ZERO ANALYSIS LOG OF BORING SB3 <br /> PROJECT TIGER LINES LOCATION 1430 CHEROKEE LN. LODI PROJECT NO. 583 <br /> COMMENTS: PAGE ._2.,OF-2- <br /> WELL <br /> FAWELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL Fr. PPM BLOWCOUNT LOG <br /> 37/40'-44.5' POORLY GRADED SAND WITH GRAVEL (SP); 60% M. SR, PRLY GRDD <br /> 0,2 SND; 40X CRS, SR, W GRDD GRVL; GRY/RED, NO ODOR, DRY. <br /> 42 SP <br /> 44 <br /> 44.5'-50.5' SANDY SILT (ML); 30% FN, SR, PRLY GRDD SND; 70% FNS; L DRY <br /> STRGTH; L TGHNESS; L PLAST; GRY/8RN, NO ODOR, DRY. <br /> 46 �,� <br /> ML <br /> —48- <br /> -50— SB3-50 <br /> 0'1 SP-SM 50.5'-52' POORLY GRADED <br /> DGRAN NO WITH <br /> SIL (SP-SM); 90% M, SA, PRLY GRDD SND; <br /> 52 <br /> Y. <br /> 54 <br /> Q <br /> WATER SAMPLE LTS-S83-W COLLECTED <br /> 56 WITH HYDROPUNCH <br /> 58 <br /> 60 <br /> ED GFQzo <br /> —62- <br /> - <br /> 2 <br /> GREGORY P. <br /> 6a STAHL <br /> No. 5023 <br /> —66- <br /> - <br /> 6 <br /> OF <br /> sa <br /> 70 <br /> —72- <br /> -74- <br /> -76- <br /> -78- <br /> 80 <br /> 76 <br /> 78 <br /> 80 <br />