Laserfiche WebLink
GROUND ZERO ANALYSIS LOG OF BORING 5B1 / WELL MW1 <br />' PROJECT HARRYS AUTO LOCATION 2662 NORTH WILSON WAY, STOCKTON CA PROJECT NO 327 <br /> COMMENTS PAGE 2 OFA_ <br /> WELL DEPT14 FID SAMPLE ID U S C' DESCRIPTION <br /> DETAIL FT PPM BLOWCOU T LOG <br /> 20 <br /> 30 sw <br />' 42 <br /> 41/44 5-46/44 5' SILT (AAL) 15% FN-M, A-SA W GRDD SND, 85% FNS L-M <br /> DRY STRNGTH, SLW-R DLTNCY, L TGHNSS, L PLST, STRNG P0, <br /> 44 HA-5B1-45' MST, HARD <br />' >10 000 1$ ML <br /> 46 23 <br /> 46/49 5-51/54 5' WELL GRADED SAND (SW) 95% FN-CRS, A-SA, W GROD <br />' 48 SND, 5% FNS, BRN, STRNG P0, WET, MD DNS <br /> >10,000 7 <br /> 50 <br />' = 6 sw <br /> 12 <br /> 52 <br /> — 54 51/54 5-61/64 5' SILT (ML) 5% SND, 95% FNS, L DRY STRNGTH, SLW-R <br /> DLTNCY, L TO M TGHNSS, L PLST, BRN, STRNG PO, MST, <br /> ->10.000 a CALC, V STIFF <br /> 12 <br /> 56 12 <br /> lie - <br /> 58 ML <br /> I60 9 <br /> 8,000 10 <br /> 17 <br /> 62 <br /> —64- <br /> - <br /> 4 GOOD 61/64 5-76/79 5' WELL GRADED SAND (SW) >95% SND, <5% FNS, <br /> 66 CRY/WHITE, STRNG PO, WET <br /> FLOWING SANDS -_NG.SAMP S FROM 69-76' <br /> 70 sw C� <br /> r� <br /> GREG P. <br /> 72 SI AHL <br /> fro 5023 � <br /> I 74 X', <br /> .y <br /> 76 <br /> 76/79 5-81' SILTY CLAY (CL/ML) 57 SND, 95% FNS, M DRY STRNGTH, <br /> 78 N-SLW DLTNCY, M-H TGHNSS M-H PLST, BRN N-SL P0, <br /> I <br /> HA-S$1 0' DRY, HARD <br /> -8 <br /> 80 20 CL/ML <br /> 20 <br /> 24 <br /> 82 <br />