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WATER WORK <br /> �, WE��fgoRi�vo goo <br /> %.0 PROJECT SAN JOAQUUIN CATHOLIC CEMETERY LOCATION CEMETERY LANr_ STOCKTON, CA _ _ PROJECT NO. 60288-1 <br /> WELL/BORING NO, MVI SURFACE ELEVATE❑N NS FT WELLHEAD ELEVATION _ NS ET <br /> DATE DRILLED REVIEWED BY NORA H. KATAOKA LOGGED BY JOHN GIORGI <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br /> BARE HOLE DIAMETER 11IN DEPTH DRILLED 80 FT DEPTH TO WATER INITIAL 71 FT STATIC 65.45FT <br /> CASING TYPE FC 480 DIAMETER 2 IN SCHEDULE 40 INTERVAL d FT TO 65 FT <br /> SCREEN TYPE FC 480 DIAMETER 2 IN SLOT SIZE 0.010 IN [NTERVAL 65 FT TO —80--n <br /> FILTER PACK TYPE 112/12 LONESTAR SAND INTERVAL 63 FT TO 80 FT <br /> SURFACE SEAL TYPE 2 FEET BENTONITE, SAND SLURRY INTERVAL_ d FT TO 63 FT <br /> NOTES <br /> �r WELL DEPTH PID AMPLE ID U.S.G. SOIL DESCRIPTION <br /> .. DETAIL (FT.) (PPM) LOWC❑UN LOG <br /> LEAN-FAT CLAY; <10% SND; >90% FNS; VH DRY STRNGTH SLW <br /> DLTNCYI M TGHNSSI M PLST] STIFF; M YLLW BRNI NPQ; N ❑RGI <br /> - HST; N HCL REACTION; WEAK CEMENTATION; HOMO; HOLES ELK <br /> 2 STAINING <br /> CL/CH <br /> 4 <br /> 6 6-6.5/10' LEAN CLAY; <257, SA-SR, VF-F SNI)] >75% FNS] H DRY S7RNGTHj <br /> CL �� Lp GDjLTNCYIM <br /> HST; NHCLHREAC]❑ISTi VEAKICEMENTATCONBHOMORNj -SL Pa <br /> 6,5/10-11,5' LEAN CLAY; <2Y. SND; >98% FNS; H DRY STRNGTH; SLW DLTNCY; <br /> i� M TGHNSSI M PLST; STIFFI M YLLW PRN; STRNG PO; N ORGI NST; <br /> 10 CL N HCL REACTION; WEAK CEMENTATION- HOMO; TR WHT VEINING <br /> �.r ----- IL5-1].8/15' LEAN CLAY: <2% SND; >98% FNS] M DRY STRNGTW SLW DLTNCY; <br /> 12 CL/l/ M TGHNSSI M PLST; OLIVE GRYI STRNG PO; N ORO MSTI N HCL <br /> REACTION; WEAK CEMENTATION; MTTLD <br /> 14 LEAN CLAY; <5'L SND; >95Y. FNS; M-H DRY STRNGTH; SLV DLTN- <br /> SJCC- f CY; M TGHNSS; M PLST; V STIFF; M-DRK YLLW ERN; STRNG PO; <br /> MWL- N ORGI MST; N-STRNG HCL REACTION] VEAK CEMENTATION; HOMO <br /> Or1 6 16' <br /> %,r CL <br /> 18 <br /> ..r <br /> 20 <br /> 2t-21,5/25' SILTY SANDE >75%, SA-SR, F, M HRDNSS SNDI POLY GRDDI <257 <br /> / 22SM FNS= M DNS; M-DRK YLLW BRNI STRNG Pa- N ORG; HST; N HCL <br /> _ REACTIONt WEAK CEMENTATION; HOMO <br /> 24 21.5/25-26.5/30' SANDY SILT; >40%, A-SA-SR, VF-F, M HRDNSS SND; WELL GRD Q; <br /> (60% FNS] M DRY STRNGTH] SLW DLTNCYI H TGHNSSI M PLST= V <br /> Icy STIFFI DRK YLLW BRN; M POI N ORO HST; N HCL REACTION; <br /> 26 ML WEAK CEMENTATION; MTTLD <br /> 26.5/30-36' LEAN CLAY; (5% SND) >95% FNS; H DRY STRNGTH; SLV DLTNCYI <br /> M TGHNSSI M PLST; STIFF-V STIFFI M-DRK YLLW BRN; SL PO; N <br /> �8 ORG; MSTI N HCL REACTION; WEAK CEMENTATION] MTTLD; WHT <br /> VEINING <br /> 30 <br /> 32 <br /> .: <br /> CL <br /> 34 <br /> 36 ---- 36-36.5/40' LEAN CLAY; <5% SNDI >95% FNS; H DRY STRNGTH] SLW DLTNCYI <br /> CL / M TGHNSS] M PLST; V STIFFI OLIVE GRY-M YLLW BRNI SL PD; <br /> / N ORG MST; STRNG HCL REACTION WEAK CEMENTATION] MTTLD <br /> 38 X11 <br /> 36.5/40-41.5/45' LEAN CLAY; <5% SNDI >95% FNS; H DRY STRNGTH] SLW DLTNCY; <br /> f j M TGHNSSI M PLST; HPD; M-DRK YLLW BRNI SL PO; N ORO MST; <br /> 40 CL STRNG HCL REACTION; WEAK CEMENTATION; MTTLD <br /> � <br /> 42 <br /> sM <br /> PAGE I_ OF <br />