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SITE/ TION BEGUN BORING DLUCETER ANGLE/BEARING BORING NO <br /> EZ Serve Stockton 12/1/93 8 Inches 90 Degrees MW-6 <br /> DRII.I.ING CONTRACTOR COM1L8TF17 FIRST ENCOtWTERW WATER DE FIN <br /> B & F Dnllln 12/3/93 77 Feet eorroM Op BORING <br /> DRILLAU&MODHC OpgZAnpR 90 Feet <br /> ablle B-6I LOGCW Br STATIC WATER DfiPIfI-DATE WELL NO <br /> Chris Fiscus T0nV Ramirez 73 51 Feet-12/9/93 MW-6 <br /> MATERIAL SIJOT SIZE sAMFtavc METHOD <br /> 2"SCH 40 PVC 0 020" CA-Tnodlfled split s n BOTTOM <br /> O FeMe{F WELL <br /> FII,M PACK WELL SEAL. <br /> Monte=sand #3Neat cement with 5% bentonite Powder over hydrated bentonite ellets n <br /> USE <br /> Pm Motoring <br /> FEED WATTiR WELL GRAPHIC <br /> ' `DMA LEVELS LOG MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> IPp� CH DELI <br /> J <br /> 19 79 61 <br /> 62 Lean CLAY (CL); medium brown with grey mottling, <br /> 63 moderate plasticity, trace fine sand, moist. <br /> 6a <br /> 65 <br /> 50/6 199 <br /> 67 <br /> 68 <br /> 69 <br /> 70 _ Lean CLAY with sand (CL), medium brown, low <br /> 50/6 00 " = plasticity, 15% fine sand, damp <br /> 72 = <br /> 73 7 = Lean CLAY (CL), medium brown with grey mottling, <br /> 74 = moderate plasticity, trace fine sand, moist <br /> 75 <br /> 57 22 76 = <br /> 77 Q = <br /> 78 = Sandy CLAY (CL), medium brown; low plasticity, <br /> 30% fine sand, wet to saturated <br /> so - <br /> 8I <br /> 82 = <br /> s4 = <br /> 85 <br /> _ Lean CLAY (CL), medium brown with grey mottling, <br /> 87 _ moderate plasticity, trace fine sand; saturated <br /> 88 = <br /> 89 = <br /> 90 — <br /> HYDR C* - SOIL BORING LOG PLATE <br /> ENVIR NMENTALAND C_2 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN LOGIES, INC. MW-6 SHEET 3 OF 3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE' D�eoember 21,199$ 2531 Waterloo Road <br /> APPROVED BY Markus B Nlebanck, R G Stockton, California 7_238 <br />