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/LQCATIOEN BEGUN BORING DIAMMER EZ Serve Stockton ANGLEIBEARING BORING No 12 293 B Inches 90 s MW-8 °MUM CONTRACTOR COMPLMM FIRST ENCOUNTERED WATER DEPTH B & F Drlliln 12/3/93 78 Feet BOTTOM OF BORING DRILL MAKS Ac MODEL OPERATOR 90 Feet WCGED BY STATIC WATER DEPT1-wDATE WELL NO obtle $-61 Chris Fiscus Ton Ramirez 74 09 Feet- MATERIAL SLOT SIZE SAMPLIMETHOD M W-$ NG 2"SCH 40 PVC 0 020" CA-modified s ht s n BonEL nM OF WL MTM PACK WELL SEAL 90 Feet Monterey sand#3Neat cement with 5% bentonite owder over h drated bentonite pellets, MonitoringMm FUSE� APHC ' A°�''� ° WIC cONs x G LOG MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION IPPS 26 00 31 Lean CLAY with sand (CL); medium brown with dark 32 grey mottling; low plasticity, 20% fine sand, moist 33 34 Lean CLAY (CL); medium brown with light grey 35 mottling; moderate plasticity, 5 to 10% fine sand; moist 76 00 36 37 38 39 Lean CLAY with sand (CL), medium brown with dark 51 00 41 grey mottling; low plasticity, 20% fine sand, moist 42 43 44 Lean CLAY (CL), medium brown with light grey 45 mottling; moderate plasticity; 5 to 10% fine sand; moist 43 2-2 47 48 49 '� Sandy SILT (ML), medium brown, low plasticity, t��itiik► 53 51 ;;;;??;; 30% fine sand; moist. ss ,.,..,.. s3 54 Lean CLAY (CL); medium brown with light grey ss mottling; moderate plasticity; 5 to 10% fine sand, moist 70 00 56 57 s8 s9 Same as above 60 HYDR 6 - SOIL BORING LOG PLATE ENVIR 6 NMENTALAND C-4 WELL CONSTRUCTION DIAGRAM TECHN & LOGIES, INC. MW-8 SHEET 2OF3 E-Z Serve Location No 100966 JOB NO. DATE. December 21,1993 2531 Waterloo Road APPROVED BY Markus B Nlebanck, R G Stockton, California 7-238