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�- WATER WORK <br /> WELL/BORING LOG <br /> PROJECT SAN JOAQUIN CATHOLIC CEMETERY LOCATION CEMETERY LANE, STOCKTON, CA PROJECT NO. 60288-1 <br /> WELL/D❑RING NO. SBI SURFACE ELEVATION NS _ FI_ WELLHEAD ELEVATEON NS FT <br /> DATE DRILLED REVIEWED BY NORA H. KATADKA LOGGED BY JOHN GIORGI <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SHCARrR METHOD HOLLOW STEM AUGER <br /> 4ftw BORE HOLE DIAMETER 8IN DEPTH DRILLED 65F DEPTH TO WATER- INITIAL FT STATIC FT <br /> CASING TYPE DIAMETER �IN_ SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> .r FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE INTERVAL FT TO FT <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID U.S.G. SOIL DESCRIPTION <br /> ' DETAIL (FT.) (PPM) BLOWCOUNI LOG <br /> t � 0-6.5/10' LEAN CLAYi 42% SNOr X987, FNSr H DRY STRNGTH SLW DLTNCY; M <br /> TGHNSS; M PLST; STIFF; M YLLW BRN; NPO; ORG; DRY; N HCL RE- <br /> ACTION;, WEAK CEMENTATION; HOMO; ROOTLETS <br /> 2 <br /> 4 CL <br /> 6 <br /> 9 <br /> 6 <br /> /- 6.5/10-11.5/15' FAT CLAY; <2% SND; X967, FNS; H-VH DRY STRNGTH; SLW DLTNCY <br /> M TGHNSS; M PLSTr V STIFF) DRK YLLW BRN; NPOi N ORG; MSTr N <br /> S HCL REACTION; WEAK CEMENTATION; MTTLD <br /> 10 SJCC- <br /> SB1- 5 CH <br /> 10.5' 13 <br /> 12 2 11.5/15-20.5/25'LEAN CLAY; <5% SNDA >95% FNSF M DRY STRNGTH; N-SLW DLTNCY; <br /> M TGHNSS; N PLST; V STIFF) M-DRK YLLW BRN; NPD; ORG; MST; <br /> STRNG HCL REACTION; WEAK--M CEMENTATION HOMED TINY HOLES; <br /> 14 VHT VEINING; ROOTS <br /> 8 <br /> 16 I <br /> LS <br /> .r 18 CL <br /> 20 � <br /> Awl 820.5/25-26' SANDY SILT; <33% SND; >67% FNS; DRY STRNGTH; SLW-R DLTNCY; <br /> 22 1 L TGHNSS; N PLST; STIFF; M-DRK YLLW ERN NPO; N ORG; MST; <br /> STRNG HCL REACTION WEAK CEHENTATIONI HOMO <br /> 24 <br /> /HL <br /> 4 <br /> 26 16 26-26.5/30' SILTY SAND; 80% SA-SR, F, M HRDNSS SND; PRLY GRDD; 20% <br /> SM FNS,, DNS; M-DRK YLLW BRN NPO; N ORG; MST; N HCL REAC- <br /> 2 8 TION WEAK CEMENTATION HOMED; TINY HOLESi BLK STAINING <br /> 26.5/30-35,5' SILTS <3% SNDr >97% FNS) M DRY STRNGTH; SLW-R DLTNCY; L <br /> TGHNSSi L PLST; V STIFFr M-DRK BRN NP❑i N ORG MST) N HC <br /> 30 REACTION WEAK CEMENTATIONS HOMO <br /> 14 <br /> �✓ 32 22 ML <br /> — 34 SJcc-10 <br /> SBI- ! 35.5-40.5' LEAN CLAY; <37 SND; >977 FNS; M-H DRY STRNGTH; SLW DLTNCY; <br /> 36 3b' 17 M TGHNSSi M PLST; HRD-V STIFF) M YLLW BRN NPO) N ORG; MST) <br /> STRNG NCL REACTION) WEAK CEMENTATION HOMO; WHT VEINING; <br /> 38 CL BLK STAINING <br /> 40 ----- <br /> 19 40.5-41,5/45' LEAN CLAYi <5"f. SNDr X95% FNS) H DRY STRNGTH; SLW DLTNCY) N <br /> 24 CL TGHNSS; M PLST; HRD; M YLLW BRN NPO; N OR5 MST,, STRNG NCL <br /> 42 REACTION WEAK CEMENTATION MTTLD <br /> � SM <br /> PAGE- 1 ❑E�_ <br /> %AW <br />