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' A'®®W® <br /> WELL/BORING LOG <br /> PROJECT SAN JOAQUIN CATHOLIC_CE1d._ LOCATION HARDING WAY do CEMETARY LANE STOCKTON CA PROJECT NO W0288 <br /> WELL/BORING NO MW3 NOTES <br /> WELL DEPTH PID SAMPLE ID U S C <br /> DETAIL (FT) (PPM) BLOWCOUN LOG SOIL DESCRIPTION <br /> ' 44 41 5/45-46 5/50' SILTY DNS, MAYLLWD. 8BRN5 NPO MST N HCLRREACTlDN DD SND 1 WEAKFNS. M <br /> 131 MW3-645 5' CEMENTATION HOMO <br /> 46 1n SM <br /> 11 46 5/50-56 5/60 ELASTIC SILT 10% SA—SR SND 90% FNS L—M DRY <br /> — STRNGTH, SLW DLTNCY. STIFF, M YLLW BRN, SL P0. <br /> 4$ MST WEAK HCL REACTION WEAK CEMENTATION, HOMO <br /> 50 47 3 <br /> B <br /> 52 g <br /> MH <br /> i <br /> ' S4 <br /> 259 MW3-55 5 <br /> 556 9 56 5/60-71 5/76 LEAN CLAY 10% SA—SR SND, 90% FNS H—VH DRY STRNGTH <br /> 12 N—SLW DLTNCY, L—M TGHNSS, L—M PLST, STIFF. M YLLW <br /> ' BRN SL—M PO, MST—WET WEAK HCL REACTION WEAK <br /> 58 CEMENTATION HOMO <br /> 60 157 1 3 <br /> = 9 <br /> 62 10 <br /> 64 MW3-6 CL <br /> 17 <br /> 2 <br /> 66 24 <br /> 6$ <br /> — 70 O4 3 <br /> 5 <br /> 14 71 5/76-76 B' SILTY SAND 857. SA—SR FN—M. W GRDD SND 15% FNS. <br /> 72 DNS, M YLLW BRN, SL PO, WET, N HCL REACTION, WEAK <br /> CEMENTATION, HOMO <br /> 74 <br /> — SM <br /> — 76 D 6 10 <br /> 33 76 8-77 5' LEAN CLAY. 10% SA—SR SND, 90% FNS, H—VH DRY STRNGTH, <br /> 50 N—SLW DLTNCY, L—M TGHNSS, L—M PLST, STIFF, M YLLW <br /> 78 BRN. SL—M PO MST WEAK HCL REACTION, WEAK CEMENT— <br /> ATION HOMO <br /> $0 <br /> 82 <br /> gED GAG <br /> 84 <br /> N <br /> 86 GREGORY P. r` <br /> ' STAHL - <br /> ss <br /> No. 5023 <br /> 90 <br /> 92 CAL* <br /> 94 <br /> PAGE 2 OF 2 <br />