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V , <br /> .GROUND ZERO ANALYSIS LOG OF WELL MW2 <br /> PROJECT HARRY S AUTO LOCATION 2662 NORTH WILSON WAY STOCKTON CA PROJECT NO ,317 - <br /> COMMENTS -` <br /> PAGE 2 OF__2- <br /> WELL DEPTH PiDSAMPLE ID U S C <br /> DETAIL (FT PPM BLOWCOUNT LOG DESCRIPTION <br /> 24 ML <br /> 42 <br /> 41/44 5-46/49 5' LEAN CLAY (CL) <br /> 10% FN SNp, 90% FNS, H DRY 5TRNGTH, <br /> 44 N DLTNCY, H TGHNSS M-H PLST, V STIFF BRN, NPO DRY, <br /> HA-LIW2-45' CALCAREOUS <br /> 27 16 <br /> 18 CL <br /> 46 14 <br /> _ 48 <br /> 45/49 5-57/54 5' CLAYEY SAND (SC) 55-70% FN-M A, W GRDD SND, 313-35% <br /> FNS, M DNS, BRN/GRY, NPO WET <br /> 50 20 13 <br /> _ 22 SC <br /> 25 <br /> 52 51/54 5-56/59 5' SILTY CLAY (CL/ML) 0-52 FN, A SNO, 95-100% FNS, M <br /> DRY STRNGTH, SLW DLTNCY, M TGHNSS M PLST V STIFF <br /> BRN, MST-WET CALCAREOUS <br /> 54 <br /> _ 15 13 <br /> 15 CL/ML <br /> 5fi 25 <br /> 56/59 5-60 5 SANDY SILT (ML) 30% FN-CRS A-SA W GRDO SNO, 70% <br /> BRN N DRY STRNGTH R DLTNCY L TGHNSS N PLST, HRD, <br /> 58 BRN, WET <br /> HA-MW2-fi0' ML <br /> 60 15 15 <br /> 35 <br /> 46 SW 60 5--61 WELL GRADED SAND (SW) 90-100% FN-CRS A--SA W GRDD <br /> SND 0-10% FNS, DNS, BRN, WET <br /> 62 <br /> 64- <br /> 66 <br /> 466 <br /> =�-Q (3 -z <br /> GRELORY P. <br /> 70 S i 41H <br /> No. 5023 <br /> —72- <br /> - <br /> 2 c1'fy e N_ <br /> 76 <br /> . 78 <br /> 8D <br /> 82 <br />