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GROUND ZERO ANALYSIS LOG OF BORING SB1 / WELL MW1 <br /> PROJECT HARRYS AUTO LOCATION 2662 NORTH WILSON WAY. STOCKTON _CA PROJECT NO. 327 <br /> COMMENTS: PAGE 2 OF-2- <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOU LOG <br /> 20 <br /> 30 Sw <br /> 42 <br /> 41/44.5-46/49.5' SILT (ML): 15% FN-M, A-SA, W GRDD SND; 85% FNS, L-M <br /> DRY STRNGTH. SLW-R DLTNCY, L TGHNSS, L PLST, STRNG PO, <br /> 44 MST, HARD <br /> HA-SBI-45 <br /> >10,000 12 ML <br /> 18 <br /> 46 23 <br /> 46/49.5-51/54.5' WELL GRADED SAND (SW): 95% FN-CRS, A-SA, W GRDD <br /> 48 SND; 5% FNS, BRN, STRNG P0, WET, MO DNS <br /> 50 >10,000 7 <br /> 8 SW <br /> 12 <br /> 52 <br /> 51/54.5-61/64.5' SILT (ML): 5% SND; 95% FNS, L DRY STRNGTH. SLW-R <br /> :i j. 54 DLTNCY, L TO M TGHNSS, L PLST,.BRN, STRNG PO, MST, <br /> >10,000 8 CALC, V STIFF <br /> 12 <br /> 56 12 <br /> ML <br /> 6D 8 <br /> 8,000 t0 <br /> 17 <br /> 64 <br /> 6,000 61/64.5-76/79.5' WELL GRADED SAND (SW): >95% SND; <5% FNS. <br /> 66 GRY/WHITE, STRNG PO, WET <br /> FLOWING SANDS - NO SAMPLES FROM 69-76' <br /> 68 <br /> 70 SW <br /> 72 <br /> 74 <br /> 76 <br /> 76/79.5-81SILTY CLAY (CL/ML): 5% SND; 95% FNS, M DRY STRNGTH, <br /> 7B N-SLW DLTNCY, M-H TGHNSS, M-H PLST, GRN. N-SL P0, <br /> DRY, HARD <br /> HA-S8I-BO <br /> '/ <br /> 80 20 CL/ML <br /> 20 <br /> 24 <br /> 82 <br />