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� VtIATER1/VCaRK <br /> WELL/BORING LUG <br /> PRO JECT JE TERMINAL-TRACY LOCATION 6700 GRANT LINE ROAD" TRACY, CA _ PROJECT NU 3za <br /> WELL/BORING NO MV3 SURFACE ELEVATION NS FT VELLHEAD ELEVATION NT ET <br /> DATE DRILLED 10/23/90 REVIEVED BY NQRA N. KATAOKA RCE 39322 LOGGED BY LQJSFRANTZ <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER TED COFFEY METV113D 140LLOV STEM AUGER <br /> I3OR£ HOLE DIAMETER a IN DEPTH DRILLED 263 FF DEPTH TO VATER, INITIALI� SR-5 FT STATIC ----FT <br /> CASING TYPE _P480 PVC DIAMETER 2 ItL SCHEDULE 40 INTERVAL <br /> 03 Fl TO 5-3 --ET <br /> SCREEN TYPE F490 PVC DIAMETER -P1I_ SLOT SIZE 0.010 IN INTERVALr)3---.-r- TO - Z53 FT <br /> FILTER PACK TYPE <br /> SILICA SAND Z/IZ INTERVAL 4 FT. TO 253 FT- <br /> SURFACE SEAL TYPE CEMENT/ AND SLURRY 3_/ BEPJT0HITE INTERVAL _ 0 FS TO -----4--LL <br /> NOTES 125 OF BENTONITE PELLETS ABOVE SAND FILTER <br /> WELL DEPTH PID SAMPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNI LOG <br /> 0 - 0-15 ASPHALT/CEMENT AND GRAVES./SAND FILL) BLACK CLAY HED UN- <br /> DERLIES FILL <br /> FILL <br /> 2 15-6 5/10 LEAN CLAY) 00/ SA-SR, M-HRD SNDI >9D C FNSI H-VH DRY <br /> STRNGTHj N DLTNCYI H-H TGHNSS) M-H PLSTI V STIFFI M DRK <br /> YLLW BRFII NPIII N DRG! ISL WEAK HCL REACTiOFS WEAK CEMEN <br /> 4 TATID'1I HOMO <br /> 4 5 CL <br /> l0 <br /> 1Q 0 5/15' SEAN CLAY VITH SAUDI 10-20/- SA-SR M-HRD SNDI 60-90/ FNSI <br /> CL <br /> — - 9 ➢RY STRNGTNI N-SLW DLTNCYI M-II TGHNSS) H-H PLSL <br /> STI <br /> STFFFI M-URK YLLW BRNI NPT11 N ORG) ItST-VCT) N FiCL REAC[ON <br /> 12 WEAK CEHENTAT(ONe HOMO <br /> 14 <br /> 9 Sc 115/15-155 CLAYEY SANDI >50/, H-HRD SND) <50/ FNS) H-V8 DRY STRNGTK <br /> 16 6 N-SLV DLTNCYI L-M TGIINSSI N-L PLSTI H DNS) M-DRK YLt V <br /> 9 CL BRNI NPQI N ARCy MST-VEL WEAK-STRNG HCL REACTIONI WEAK <br /> � CEMENTATION HOMO <br /> 18 <br /> 155-165/20 LEAN CLAY) 10-204 H-tiRD SN01 II0-90% FNSI }I-VH DRY <br /> STRNGTH) N-SLV DLTNCYI M-H TGHNSSI H-H PLST) V STIFF)Cy M- <br /> 2° 3 B DRK YLLW BRNI NPO1 N ORHST1 N-WEAK HCL REACTION) WEAK <br /> T- CL CEMENTATIE4't HDMD <br /> 22 9 — 165/26-219/25 LEAN CLAYI 10-20/ M-HRD SNDI BD-90/ FNS, li-vN DRI <br /> STRNGTI6 N-SLV DLTNCYI M-13 TGIINSSI H-H PLSTI V STIFFI H- <br /> DRK YLLV BRW NPOI N OPQ HSTI N-WEAK IWEL REACTIONI VEAK <br /> 24 CEMENTATI@b HOMO <br /> 5 CH 21 S/25-26 S' -AT CLAYI <10/, HRD iNDI >90/ FNSI H-VH nRY STRNGTIV N OL- <br /> 26 9 2 TNCYI M-H TGHNSS) 'A-H PLSTI STTFC-I M-DRY rLLV BRNI NPOI N <br /> 7 ORGI MST) N-VEAY NCL REACTION) WEAK CEMEI TATIOTII FIOMO <br /> 28 <br /> — 20 <br /> - 32 - QRQC ESS14 <br /> 34 <br /> t � f <br /> — 36 No 038 <br /> 38 <br /> 40 <br /> .12 <br /> PAGE _ L_L_ OF--L <br />