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STTR/LOCATTON SscuN BORWC DIAMErE�t ANCLE/8EARING BORLNC NO <br /> EZ Serve Stockton 12 2 93 8 Inches 90 MW-8 <br /> DRILLING Co COMPLETED FIRST ENCOUNTERED WATER DEMO <br /> B & F Drillin 12/3/93 7S Feet BOTTOM OF BORING <br /> DRILL MAKE&MODEL OPERATOR CED90 Feet <br /> STATIC <br /> obile B-61 Chris >=iscus Ton RWATER DEPTFI.DATE WELL NO <br /> amirez 74 09 Feet-12/9/93 MW-8 <br /> MATERIAL SLOT SUE SAMPLING METHOD <br /> 2"SCH 40 PVC 0 020" CA-modified split Son BOTTOM°rWELL <br /> FILTER PACK WELL SEAL 90 Feet <br /> Monterev sand#3 at cement with 5% bentonite Powder over hydrated bentoniteellets PLANNEon <br /> I:�a <br /> DACE DEPM WATER CONS c�c MATERIAL CLASSIFICA <br /> (PPm) TION & PHYSICAL DESCRIPTION <br /> 84 22 61 <br /> 62 Lean CLAY (CL); medium brown with grey mottling; <br /> 63 moderate plasticity, 5 to 10% fine sand; moist <br /> 6� <br /> 6s <br /> 68 22 66 <br /> 67 <br /> 6B Same as above <br /> 69 <br /> 70 <br /> 71 00 71 = Lean CLAY with sand (CL), medium brown with grey <br /> = <br /> 72 mottling, moderate plasticity; 20% fine sand; moist <br /> - <br /> 73 <br /> 74 I — <br /> 75 = Fat CLAY (CH), reddish-brown, high plasticity; <br /> 70 ,6 = trace fine sand; moist to wet. <br /> 77 <br /> 78 v <br /> 79 — <br /> so = Sandy CLAY (CL); medium brown, low plasticity; <br /> = <br /> 30% fine sand; wet to saturated <br /> 81 <br /> 82 <br /> 83 <br /> 84 — <br /> 85 <br /> Lean CLAY (CL), medium brown with grey mottling; <br /> 87 = moderate plasticity; 5 to 10% fine sand, saturated <br /> 88 = <br /> 89 <br /> 90 <br /> HYDR - SOIL BORING LOG PLATE <br /> ENVIR NMENTALAND C-4 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN LOGIES, INC. MW-8 SHEIN3OF3 <br /> E-Z Serve Location No 100966 jpg NO. <br /> DA'I'S Dm mbe!21,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Niebarick, R G Stockton, California 7-238 <br />