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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 — <br /> PAGE --.OFL2 <br /> WELL DEPTH FID SAMPLE 10 U S C <br /> DETAIL FT PPM BLOWCOUNT LOG DESCRIPTION <br /> _ 20 <br /> 30 SW <br /> 42 <br /> 41/44 5-46/49 5 SILT (ML) f5% FN—M A—SA, W GROD SND 85% FNS L—M <br /> DRY STRNGTH, SLW—R DLTNCY, L TGHNSS, L PLST, STRNG P0, <br /> 44 HA—SBI-45' MST HARD <br /> >I 0.000 12 ML <br /> 46 23 <br /> 46/495-51/545 WELL GRADED SAND (SW) 95% FN—CRS A—SA, W GRDD <br /> 46 SNO 5% FNS, BRN, STRNG P0, WET, MO DNS <br /> 50—>I0,000 8 SW <br /> 12 <br /> —52- <br /> -54 51/54 5-61/64 5 SILT (ML) 57. SND 95% FNS, L CRY STRNGTH SLW—R <br /> DLTNCY, L TO M TGHNSS, L PLST, SRN, STRNG P0, MST, <br /> >10,000 a CALC V STIFF <br /> 12 <br /> • S6 12 <br /> 58 ML <br /> —60— a <br /> 8 000 I0 <br /> 17 <br /> —62- <br /> -64- <br /> - <br /> fi 000 61/64 5-76/79 5' WELL GRADED SAND (SW) >95% SND, [5% FNS, <br /> 66GRY/WHITE, STRNG P0, WET <br /> FLOWING SANDS — AM FROM 69-76 <br /> .-68— <br /> 'ED Gia <br /> �D <br /> 70SW <br /> GREGORY P. <br /> 72 P ,� tAHL <br /> No 5023 <br /> 74 <br /> 76- <br /> 76/79 5-81 SILTY CLAY (CL/ML) 5% SND, 957 FNS, M DRY STRNGTH, <br /> 78 N—SLW DLTNCY, M—H TGHNSS M—H PLST, BRN, N—SL P0, <br /> DRY, HARD <br /> HA—S81-8❑ <br /> BO 20 CL/ML <br /> 24 <br /> 82 <br />