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Il M <br /> WATERWORK <br /> WELL/BORING LOG 5 <br /> PROJECT CHASE CHF:VR ET L.00ATIIIN .423 hQRTH MADISON-STOCKTON, CA PROJECT NO. 20199.1 <br /> YELL/BORING NO. KW3 SURFACE ELEVATION NS Ft WELLHEAD ELEVATION NS rY <br /> DATE DRILLED Q961e92 REVIEVED BY RUSSELL W. .XINCAL RG 3864 _ LME;ED BY LOIS EgArlIZ <br /> DRILLING COMPANY SPECTRUH DRILLING DRILLER TED COFFEY METHOD HOLLOW STEM AUGE.2 <br /> BORE HOLE DIAMETER -- 8 IN DEPTH DRILLED _- 46 FT DEPTH TO WATER� INITIAL _--_ g.4 FT STATIC - cT <br /> _._ CASING TYPE FT PVC DIAMETER 2tN SCHEDULE F4au INTERVAL ----0 FT TO---19--= <br /> SCREEN TYPE FT PVC DIAMETER — 2 IN SLOT SIZE_ MID EN INTERVAL—_19 rT TO <br /> FILTER PACK TYPE !? StLtr-A SANT _ INTERVAL to .—EL TO 44 FT <br /> SURFACE SEAL TYPE NEAT CEMENT 2Z FENTONITEINTERVAL_ 0 FT TII 18 rZ <br /> NOTES 2' BENTONITE SEAL A=a SAND PACK <br /> WELL DEPFFI <br /> FIB SAMPLE ID I1S.f% SOIL DESCRIPTION <br /> 1tETA1L (FTJ (I PM LOG <br /> O 0-.0' ASPHALT <br /> FILL - , FILL <br /> 2 ROCK LS-25/6' POCK <br /> 4 2D/S-6'/]B FAT CLAY1 <SL SNDr>99X FNS1 H-VH DRY STRNGTH; N-SLV DL- <br /> 1 <br /> 10007NCY; H TGHNSS; M-H PLSTi FIRM; H BRN SL Ply N ORG MST; <br /> - VEAK CEMENTATION; HWJr CHARCOAL <br /> tM <br /> 6.5/10-ILS/15' ELASTIC SILT VITH SANDi<101 SNDI )90X FNS; L-M DRY <br /> STRNGT4 SLV DLTNCY) L TGHHSS; N-L PLSTI FIRM-HRq H SR;* <br /> $ N-STRNG PO; N MG HST, VEAK CEHENTATIEK HOMO <br /> )1000 <br /> 4226 <br /> 10 <br /> HN <br /> 12 1L5/15-16.3/20' ELASTIC SILT WITH SAND1(IOY. SND; )W4 FNS;L DRY STRNG1 4 <br /> SLV-R DLTNCYI L-H TGHNSSI SFT-FI"H DRHI H-STRNG P4 N <br /> ORG; MSTI VEAK CEMENTATION; HO}£I <br /> 14 )1000 <br /> 4417 �- <br /> NW3- ML./HH <br /> I6 16' <br /> 16.5/20-215/25' SILTY CLAYEY SAHDy >607 F, M-MRA PRLY GRDD DM<407. FNS, <br /> N DRY STRNGTH, R DLTNCY; L TG-MSr N PLST; SFT;N BRt4 <br /> 18 STRNG POP N CRGI MST; WEAK CEHENTATIDN* HOMO <br /> _ 20 )1000 CC- <br /> 4400 MW3- SH/SC <br /> 21' <br /> 22 21.5/25-25.5/30'ELAST IC SILT WITH SAND;<10% F, M-HRM MY GrSu SNBI >•w[ <br /> FMS, N-L DRY STRNOK SLV DL.TNCY, L-N TG>w5S, N-L PLSTi <br /> SFT-FIR4 DRK YLLV BREL H-STRNG P`y N ORG. HST; WEAK CE- <br /> 24 MENTATION HOMO <br /> )1000 <br /> 1604 <br /> 26 ral <br /> 266/30-35.5' POORLY GRADED SAND WITH SILT; >90'/. 1;N-HRL PRLY GRDD <br /> SNDr <LOX FNSI N-L DRY STRNGTHI SFTI GRY GRN; M-STRNC PQ <br /> 28 N CRG; VETT LEAK CENENTATION <br /> 30 )i000 <br /> 1306 <br /> 32 SP/SH <br /> — 34 � <br /> mal <br /> 36 CLIP, ]3.5-067/40' LEAN CLAY/ELASTIC SILT;<5Y SND, >95% FNS, L-M DRY <br /> STRNGTH, N-SLV DLTNCYr M TGHNSS, M PLSTI FIRW LT OLIVE <br /> i ER>i M-STRNG POP N ORG WET; WEAK CEMENTATION <br /> 3f3 i� 769/40-41.5r45' LEAN CLAY/ELASTIC SILT;<'3% SND; >95X FNS; H-H DRY <br /> STRNGTW SLV DLTNCY; H TGHNSS; M PLST; FIRHe LT OLIVE BRN <br /> 40 196...... ............ _ ............ ..........H-STRliG,.POr..N ORC;..MST-vETi...YEAK CEMEHTATIO►i,.FQMO.,_...,,.. <br /> 42 144 <br /> 41.7/43-46' FAT CLAY; <52 SND; >9,2 FNS, H DRY STRNGTI4 N-SLW OLTNCYy <br /> H TCYNSS; H PLSTI FIRM-NRA LT OLIVE BRW M-STRNG PO N <br /> G< CRG HSTI WEAK CENENT,.TION HOMO <br /> PAGE I. OF—?,- <br />