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y <br /> WATERWORK <br /> WELL/BORN G LOG <br /> PROJECT MARITAL DEDUCTION TRUST LOCATION 601 SOUTH VENTURA, STOCKTON. CA PROJECT NO. 274 <br /> Vi=LL/BARING NO. MVD SURFACE ELEVATION NS 97 VELLHEAD ELEVATION NS C7 <br /> DATE DRILLED 0$/15/92 REVIE`IIED BY RUSSELL V ; LOGGED BY J1IHN GIORGaLKRYS_HARDMAN — <br /> DRILLING COMPANY SPECTRUM DRILLING DRELLE:R DOUG SHEAR METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER SIM DEPTH DRILLED 35 F DEPTH TO VATER= INITIAL 15 -7 STATIC l; 'T <br /> CASING TYPE F480 PVC DIAMETER 2 TN SCHEDULE LINTERVAL q — rY TO t3 ^T <br /> SCREEN TYPE F480 PVC DIAMETER 2 TN SLOT SEZ 9,010 IN INTERVAL 13 F"T TO 33 =T <br /> FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL 11 FT ;O 35 F T <br /> SURrrAC£ SEAL TYPE 2' 3ENTGNITE-NEAT CEMENT INTERVAL 0 _El TO C- <br /> NOTES <br /> WELL DEPTH PID AMPLE ED U- . SAIL DESCRIPTION <br /> DETAIL (FT.) (PPM) LOWCOUNI# .ZLEIG <br /> 0 1 At- 5-65110• LEAN—FAT CLAY, TR SNM; >95'/. FNS; VH DRY STRNGTK SLV <br /> QLTNCY; M-H TGHNSSI M-H PI STj N S=Fj BRK YLLV 3PI* <br /> NPEb N ORGs MST; STRNG HCL REACTMNj WEAK CEME4TA- <br /> 2 TION. NTTLDs SLK STAINING: DESSIMINATED FE❑X STAENING <br /> 4 CL/CH <br /> z <br /> 6 5 6.5/12't5' LEAN CLAY; <10% SND; >9("/_ FNS; H DRY Si`ti NGTM; SLW QL- <br /> TNCYs H TGHNSS; M PLST; VIM DRK YLLW SRNs NPO: N <br /> DRQ MSTI N NCL REACTICIN WEAK GEMENTATIONI 1IEIM13 <br /> 10 MDT- <br /> las s� <br /> 12 1 CL <br /> =` 14 <br /> 8 N 15-15.5' S3LTF <157. SND; >85Y. FNS; L DRY STRNGTH; SLW-R DLTNCY; <br /> = <br /> 16 ; L TCriNSS: L PLST; M Sir Fs DRK YLLW 3RN; NPI?. N CRG: <br /> 20 Yy MS T J N HCL REACTION; WEAK CEMENTA-i MNI H010 3LK <br /> STAINING SATURATED <br /> is <br /> 15.5-L6-5/291 WELL GRADED SAND) >9SY SR-R, VF-M, M HRDNSS SNDI <br /> WELL GRDDJ <5"/ FNS: DNM DRK YLLW ERM NP0j N DRGs <br /> ?� 20 WETi N HCL REACTII]Ns WEAK CETiENTATIONI HOMO <br /> 5 <br /> CL 16,5/20-2L5 25'LEAN CLAYI <3"/_ SNM >977 FNS; 14 DRY STRNGTHI SLV DL- <br /> TNCY; M TGMNSM M PLSTs S"Ii FF; DRK YLLW URN; Nfn N <br /> 22 10 ORGt MSTj N HCI, REACT=M WEAK CEMENTATIONI NOMpr <br /> STREAMERS OF CALCIUM VEINING <br /> 2¢ 21.5/25-36 ' LF_AN-FAY CLAYS C3'!. SNDF >977_ FNS; VH DRY STRNGTHI <br /> 5 SLV DLTNCYt M TGHNSS; M PLST; V STIFF: DRK YLLW SRN— <br /> _ 0 GRN GRYI NPQ N ORG MST N-STRNG HCL REACTIONi WEAK <br /> 1 <br /> 10 CEMENTATDI�b MTTLD; 3LK STAINENQ F=X STAINING: WHT <br /> CALCIUM VEINING GRN 3L.K M TL.ING <br /> — O g CL/CH <br /> 32 � <br /> 34 <br /> 21eO K,44 <br /> T N. <br /> �. `�• ,- <br /> 36 2 <br /> { 's <br /> 38 No. 03.32' <br /> 4 a `Xr A� <br /> 42 TF OF CAI.ZY�� <br /> PAGE OF ! <br />