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��A.WA 5 <br /> WELL/BORING LOG <br /> 3 HARDING WAY & CEMETARY LANE STOCKTON CA PROJECT NO. W0288 <br /> PROJECT SAN JOAQUIN CATHOLIC CEM_ LOCATION <br /> WELL/BORING NO. WW3 NOTES: <br /> �1 <br /> WELL DEPTH PID SAMPLE ID U.S.G.: th <br /> DETAIL (FT.). (PPM) BLOwCOUN LOG �. SOIL DESCRIPTION <br /> — r <br /> 41.5/45-46.5/50' SILTY;SAND; 85% SA—SR, FN—M. W GRDO SND: 15% FNS; M <br /> i 44 DNS;;K YLLW BRN; NPO; MST; N HCL REACTION; WEAK <br /> 13.1 MW3-45.5 CEMENTATION: HOMO <br /> � 10 SM <br /> 11 <br /> � i <br /> 46.5/50-56.5/60' ELASTIC SILT,.10% SA—SR SND-. 90% FNS; L-M DRY <br /> STRNGTH; SLW OLTNCY; STIFF; M YLLW SRN-. SL P0; <br /> 48 MST-.-WEAK HCL REACTION; WEAK CEMENTATION; HOMO, <br /> 50 47 3 <br /> 8 . <br /> 9 <br /> 52 MH <br /> 54 LIW3-55.51 <br /> 25:9 3 <br /> 56 12 56.5/60-71.5/76' LEAN CLAY: 10x SA—SR SND: 90% FNS; H--VH DRY STRNGTH; <br /> N—SLW DLTNCY; L—M TGHNSS; L—M PLST; STIFF; M YLLW <br /> BRN;;SL—M PO: MST—WET; WEAK HCL REACTION; WEAK <br /> 5$ CEMENTATION: HOMO <br /> j 60 <br />{{ 157.1 3 I " <br /> i 9 <br /> 62 ,D <br /> 64 MW3-6 CL <br /> 7 <br /> 12 <br /> 66 24 !' <br /> 68 Emi <br /> , <br /> 70 0.4 3 <br /> 5 <br /> 14 ? 71.5/76-76.8' SILTY SAND; 85% SA—SR. FN—M, W GROD SND; 1S% FNS; <br /> 72 ,— DNS;s M YLLW BRN; SL P0; WET; N HCL REACTION; WEAK <br /> = CEMENTATION; HOMO <br /> 74 <br /> 1 sM <br /> 76 0.6 10 <br /> .3 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 <br /> CEMENT—ATION: HOMO I <br /> 82ED GfiC <br /> �O <br /> — 84 <br /> N <br /> 86 GREGORY P. <br /> STAHL <br /> 88 No. 5023 <br /> 90 �l9lF OQ�`P <br />' F CAIIF <br /> — 92 - <br /> 94 <br /> PAGE --L— OF—j— <br /> E i <br />