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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT MARITAL DEDUCTION TRUST LOCATI❑N 601 SOUTH VENTURA, STOCKTON, CA PROJECT NO 174 <br /> WELL/B❑RING NO MW3 SURFACE ELEVATI❑N NS FT WELLHEAD ELEVATI❑N _ NS r-r <br /> DATE DRILLED 08/15/90 REVIEWED BY RUSSELL W, JUNCAL RG 3064— LOGGED BY JOHN_-GI❑RGI/KRYS HARDMAN <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER D❑UG SHEARER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER - 8 I DEPTH DRILLED 35 FT DEPTH TO VATERi INITIAL 15 FT STATIC _ 14 FT <br />' CASING TYPE F480 PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO t3 FT <br /> SCREEN TYPE. E480 PVC DIAMETER — 2 IN SLOT SIZE 9,0101N INTERVAL 13 FT TO ._ 33 FT <br /> FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL 11 FT <br /> TO 35 FL <br />' SURFACE SEAL TYPE 2' EENTONITE—NEAT CEMENT INTERVAL 0 FT TO 11 FI <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID USG SAIL DESCRIPTION <br /> DETAIL (FT) (PPM) LOWC❑UN LOG <br /> - - <br /> 5 6 5/iD LEAN FAT CLAY; TR SND; >99% FNSI VH DRY STRNGTW SLW <br /> DLTNCYj M—H TGHNSS; M—H PLST; H STIFF! DRK YLLV BRNj <br /> NPQ N DRG MST; STRNG HCL REACTION) WEAK CEMENTA- <br /> 2 TION; MTTLDs BLK STAININGI DESSIMINATED FE❑X STAINING <br /> 4 CL/CH <br />' 2 <br /> 6 <br /> 5 — 65/10-15' LEAN CLAY; <10/ SNDI >90% FNSj H BRY STRNGTH; SLW DL— <br /> TNCYj M TGHNSS M PLSTs STIFF; DRK YLLW BRN NPO; N <br /> 8 ORGi MSTI N HCL REACTIQNj WEAK CEMENTATION; HOMO <br /> 10 MDT— <br /> MW3- <br /> 10 5' <br /> — 12 <br /> CL <br /> 14 <br /> 8 L5-15 5' SILT] <157 SNDj >85/. FNS L DRY STRNGTH; SLW—R DLTNCYj <br />' 16 1 L TGHNSS] L PLST; M STIFF) DRK YLLW BRNj NP(b N ORGJ <br /> 20 SW HST; N HCL REACTION; VEAK CEMENTATION) HOMQ BLK <br /> _ STAININGS SATURATED <br /> 1g 155—L65/20' WELL GRADED SAND; >95/, SR—R, VF—M, M HRDNSS SNDI <br />' WELL GRDD; <57. FNS; DNSj DRK YLLW BRN; NPO; N ORG; <br /> ZQ WET] N HCL REACTION] WEAK CEMENTATION HOMO <br /> 6 <br /> 3 CL 165/29-215/25'LEAN CLAYS <3% SND; >977 FNS; H DRY STRNGTH] SLW DL— <br /> _ <br /> TIFF <br /> RK YLLW ERN NPaj <br /> 22 10 ORO DL— <br /> TNCYj <br /> NHHCLj RE CTIONI WEAJKBCEMENTATION) HOMQi N <br /> = STREAMERS OF CALCIUM VEINING <br /> 24 215/25-365' LEAN—FAT CLAY) <3/ SND/ >97/. FNSj VH DRY STRNGTHI <br /> 5 SLW DLTNCYj M TGHNSS] M PLSTJ V STIFFJ DRK YLLW BRN— <br /> GRN GRYJ NPD] N ORQ MSTj N—STRNG HCL REACTION) WEAK <br /> 26 12 CEMENTATION; MTTLDs BLK STAININQ FEDX STAINING; WHT <br /> CALCIUM VEINING GRN BLK MTTLING <br /> — 28 <br />' 30 5 CL/CH <br /> 8 <br /> 32 ]2 <br />' 34 Qvf ESS16 <br /> N KqT �lfi <br /> 36 C/3����P q� <br /> 3e No 038322 9 <br />' <br /> AncL <br /> 40 <br /> 42 cjvx\. <br /> f OF CAL�F� <br />' PAGE_1 UF" 1 <br />