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' g7gt 1z <br /> SrMAOCAMCN BECDN BORMM DI4I1,*m ANC-V/BHARINC BOMC NO <br /> EZ Serve/Stockton 12/2/93 8 Inches 90 Demves MW-8 Y ' <br /> DRELLING CONTRACTOR COMPLEM ER-1 ENCOWNTMtm WATER DEPTH BOTTOM OF BORING <br /> B & F Drdlxn 12/3/93 78 Feet 90 Feet <br /> DRILLMAXE&MODEL OPERATOR 10=9Y STATIC WATER DEYrH-DATE WELLNO <br /> obile B-61 Girls Fiscus I Ton Rwwrez 174 09 Feet-12/9/93 MW-8 <br /> MATERIAL SLOT SUE. SAhGnJM MRrHOD BOTTOM OF WELL <br /> 2"SCH 40 PVC 0 020" CA-modified s lit s on 90 Feet <br /> FILTER PACK WELL SBALL PQM USE <br /> Monterey sand#3 Neat cement with 5%bentonite Powder over h drated bentonite 12ellets Monrtorin <br /> FPM <br /> EELD� � D WLR MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br />' 26 00 31 Lean CLAY with sand (CL), medium brown with dark <br /> n grey mottling, low plasticity, 20% fine sand, moist. <br /> 33 <br /> 3< Lean CLAY (CL), medium brown with light grey <br /> 3S mottling; moderate plasticity; 5 to 10% fine sand, moist <br />' 75 00 36 <br /> 37 <br /> 38 <br />' 39 Lean CLAY with sand (CL), medium brown with dark <br /> 60 grey mottling, low plasticity, 20% fine sand, moist <br /> 51 00 41 <br /> 43 <br /> Lean CLAY (CL), medium brown with light grey <br /> 45 mottling, moderate plasticity; 5 to 10% fine sand, moist <br /> 43 2.2 46 <br />' <br /> 47 <br /> 48 i <br /> 49 <br /> Sandy SILT (NM);, me um brown, Tow plasticity, <br /> 30% fine sand, moist <br /> 53 sI ..,.,.., <br /> 54 Lean CLAY (CL); medium brown with light grey <br /> 55 mottling, moderate plasticity, 5 to 10% fine sand; moist <br /> 70 OG 56 <br /> 57 <br /> 58 <br /> 60 Same as above <br /> 66 <br /> EHYD R — SOIL BORING LOG PIATE <br /> ENVIR NMENTAL AND C-4 <br /> WELL CONSTRUCTION DIAGRAM SI=2 of 3 <br /> TECHNC,-AN LOGIES, INC. MW-8 <br /> E-Z Serve Location No IM956 JOB NO <br /> DATE December21,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Neebanck,R G Stockton, California 7-238 <br />