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GROUND ZERO ANALYSIS LOG OF BORING S132 <br />' PROJECT Tim rgljgr WAREHOUSE LOCATION STOCKTON. CA PROJECT NO 263 <br /> COMMENTS PAGES OF 2 <br /> CPT OEPTl PID lAlllLl II) U S C' DESCRIPTION <br /> LOG FT PPM BLOWCOUNT LOG <br /> ML SM 40 0-40 5' SILTY $AND (SM) BSS FN-M, A-SR, PRLY GRDD SND, 15% <br /> TW-4A FNS, R DLTNCY, L PLST, DRK SRN, SL P0, DRY-MST <br />' ML/CL 42 <br /> ML _44- CL/ML <br /> ML/CL <br /> 46 <br /> CL <br />' WL/CL 48 <br /> FINE GRAIN <br /> SP-SC SO <br />' VERY 52 <br /> STIFF <br /> FINE <br />' <br /> GRAINED <br /> 54 TW-SA <br /> 54 0-55 5' SANDY LEAN CLAY (CL) 307. FN, A-SR PRLY GRDD SND, 70% <br /> SP-SC 3D CL FNS, N-SLW DLTNCY, M PLST, BRN GRY, SL PO DRY <br /> 56- <br /> SM/WL <br /> 58- <br /> SP-SC TW-6A 600-606' ELASTIC SILT (MH) 5% FN-M A-SA PRLY GRDD SND 95% FNS, <br /> 60 MH L-M DRY STRNGTH N-SLW DLTNCY L TGHNSS L PLST <br /> 50 GRN GRY, SL PO DRY-MST <br /> ML ML/MH' 60 6-61 6' SILT TO ELASTIC SILT (ML/MH) 5-107. FN-M, A-SA PRLY GRDD 62 SND, 90-95% FNS, L-M DRY STRNGTH, SLW-R DLTNCY, M TGHNSS <br /> M-H PLST, BRN, SL P0, DRY-MST <br /> FINE <br /> GRAIN -64- <br /> SP-SM <br /> FINE 66 64-68 HYDROPUNCH GROUNDWATER SAMPLE COLLECTED (TW-7A) <br /> GRAIN <br /> ML/CL 68 TW-7A <br /> FINE <br /> GRAIN 70 <br />' CL <br /> FINE 72 20 TW-8 CL <br /> GRAIN 72 2-728 SANDY LEAN CLAY (CL) 30-50% FN, A PRLY GRDD SND 70-50% <br /> FNS, M-H DRY STRNGTH N DLTNCY, M TGHNSS, - LST, M STFF, <br /> SP-SC 74 RED BRN, NPO, WET ED G <br /> FINE GRAIN REFUSAL �Cj lO <br /> 76 <br /> JOHN P 41 <br /> � LANE) 7a N NO 6795 <br /> OF CAU, <br />' 82 <br />