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4-74 (N ! <br /> SI E/LOCATION - BEGUN BORING DRAbdIilER ANGLE/BE&WNG BORING NO <br /> EZ Serve/Stockton 12/3/ 8Inches 90 s MW-7 <br /> nRMLIM CONTRACTOR COIetPIFiTFn FIRST ENCOUNTERED wATM nFPTII BOTMM OF BORING <br /> B & F Dril11n 12/3/93 755 Feet 90 Feet <br /> DRMLNAP&MODF! OPERATOR LOGCmBY STATIC WATER E)EM4-DA3& WELLNO <br /> bile B-61 Chns Fiscus Ton Ramirez 74.21 Feet-12/9/93 MW-7 <br /> MATERL&L SLOT SIZE 5AKR-2\G METHOD BOTTOM OF WELL <br /> "SCH 4a PVC a ata" CA-modified sl2lit svoon 90 Feet <br /> F1LTaFt PACK WELL SEAL <br /> PLANNED CI56 <br />' Monterey sand#3 Neat cement with 5%bentonite powder over hydrated bentonitepellets- Monitoring <br /> PID <br /> F. <br /> $ READSPACB DEPTH WATER WELL GRA c <br /> 9 LEVEL cONSM LOGMATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> 42 2-2 61 <br /> Lean CLAY (CL), medium brown with grey mottling; <br /> 64 <br /> moderate plasticity; trace fine sand, moist <br /> 64 <br /> 6S <br />' 74 66 � <br /> 67 Same as above <br /> fie <br /> 69 1 <br /> 70 Lean CLAY (CL), medium brown with grey mottling; <br /> o 7I = moderate plasticity, 20% very fine to fine sand; moist <br /> so/ _ <br /> 72 <br /> 73 <br /> 74 =' <br /> 7s <br /> 76 Same as above <br /> 77 0 <br />' 78 Sandy CLAY (CL); medium brown; low plasticity, <br /> 79 = 30% fine sand; wet to saturated <br /> ea - <br />' 8I <br /> 82 - <br /> 83 = <br /> 85 = <br /> 86 Lean CLAY (CL), medium brown with grey mottling, <br />' <br /> 57 = moderate plasticity, trace fine sand, saturated <br /> 88 <br />' 89 <br /> 90 <br /> HYDR - SOIL BORING LOG PLATE <br /> ENVIR NMENTALAND C-3 <br /> WELL CONSTRUCTION DIAGRAM SHE IrT 3 OF 3 <br />' ECHN LOGIES, INC. MW-7 <br /> E Z Serve Location No 100966 JOB NO <br /> FDAI Dber21,1993 2531 Waterloo Road <br /> �a,0VED BY Markus 8 Niebanck,R G <br /> Stockton, California 7-238 <br />