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WATERWORK <br /> WELL jBORING LOG <br /> PROXCT 9.1J TRLICKING/STOCKTON LIICATMN 2431 EAST MAFM`I3SA ROAR STGCKTOK CA PROJECT MI 290 <br /> VELL/BIRING NIL sB3 SURFACE ELEVATEON NA FT WELLHEAD ELEVATION NA FT <br /> DATE DRILLED 01/16/91 REVIEVED BY NMA-K KATAMA RCE 39322 LI SED BY. KRYS K HARDMAN <br /> DRILLING COMPANY SPECTRUM EKPLORATMN DRILLER RAY LIVDJGSTDIN ML-THI]D HO L OV STEM AUGER <br /> BORE HOI-E DIAMETER _- 6 - IN DEPTH DRILLED U5 FT DEPTH TO WATER. INITIAL FT STATIC FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT T[l FT <br /> SCREEN TYPE DIAMETER IN SLAT SIZE_ IN INTERVAL FT TO TZ <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> ' SURFACE SEAL TYPE CEMENT/SAND GROUT INTERVAL 0 El TO B&S EI <br /> NOTES <br /> VELL DEPTH PID SAMPLE ID USS& stm DESI�rIO+ <br /> DETAIL (FT.) (PM LOG <br /> 0 0-as• ASPHALT <br /> ' 0S-M5' GRAVEL. FELL <br /> W <br /> 4 <br /> 5.3-16.0' LEAN CLAY) <5% SND( )95X FNS; L-M DRY STRNGT}t SLV <br /> 6 10 DLTNCYj M TGHNSSi M PLSTJ M BRI; V STIFF) NPQ MSTI <br /> WEAK CEMENTATION <br /> 8 <br /> 10 1 CL <br /> 14 <br /> 12 16 <br /> 14 <br /> ' 16 160-165/200' SANDY SILT) (M SA-M FH. PRLY GRDD SNDA )65'/. FNSj <br /> 30 SLW-R DLTNCY) L TGHNSSi L PLST) M BRM V STIFF) NPIy <br /> ML ORGANICS MST) WEAK CEMENTATION HIM <br /> ' 18 <br /> �_� 16.5/20.0-2!.5/25.0' LEAN CLAY] <52 FK PREY GRIID SND >95% FNSI H DRY <br /> 20 STRNGT4 N-SLV DLTNCY) M TGHNSSj M PLST) M YL.LV EPA <br /> HARD) NPM DRY-FEST) M-STRNG CEMWATION CARBONATE <br /> 17 CET} NO RECOVERTY FROM 20-20.5' <br /> ' 2� i� 2L.5/25A-26.5' CEMENT} <br /> CLAY WITH SANDI (13% FK PRLY GRDD SNIM >M FNS <br /> M-H DRY 'STRWiTFy SLV DLTNCYj M TG*Mj M PLST) M YLL <br /> 24 �� CL CARR HARD( NP TY-MST) M-STRNG CEMENTATION HOMO <br /> >zCEME <br /> 26 <br /> 28 <br /> ' 30 QoF ES$IQN9 <br /> O <br /> Y�P Kq <br /> 32 <br /> ' 34 No 0383Z2 q <br /> u . <br /> 36 CIVIL <br /> 38 f OF CAL.�F� <br /> 40 <br /> 42 <br /> 1 PAGE-L— OF <br />