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SCIS/LOCATION BEGUN BORING D[A nmt ANGLE/BLARING BORING NO <br /> EZ Serve/Stockton 121V93 8 Inches 190 pggmtE MW-6 <br /> DRILLING CONTRACTOR CohanxrED MW L%WUNT�WATER DEPTH <br /> B & F D%hn 12/3/93 Feet BOTTOM OF BORING <br /> 90 Feet <br /> DRILL MAKE&MODEL OPERATOR LOGGED BY STATIC WATIM DEPTH-DAM WELL NO <br /> fofobile 8-61 Chris Fiscus Ton Ramirez 73 51 Feet-12/9/93 MW-6 <br /> ;�'u' STAT Si2R SAMPLING METHOD <br /> SCH 40 PVC 0 020" BOTTOM OF WELL <br /> CA-modified s lits on 90 Feet <br /> FILTER PACK WELL SEAL _ <br /> Monte sand#3 Neat cement with 5% bentonite owder over hydrated bentonite ellets Mon onn <br /> FIELD <br /> ` WATER <br /> IWADSPACE DFriH <br /> 9 IPP�,v col �vsTx G I' oc c MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> 42 0 0 31 <br /> 32 Clayey SAND (SC); medium brown; poorly graded; <br /> fine sub-angular to sub-rounded sand, 35% clay; <br /> moist. <br /> 34 <br /> 29 00 36 <br /> 37 Sandy CLAY (CL); medium brown; low plasticity, <br /> 38 35 to 40% fine sand; moist <br /> 39 Lean CLAY (CL), medium brown with grey mottling; <br /> 40 moderate plasticity, trace fine sand, moist <br /> 24 00 41 <br /> 42 <br /> 43 <br /> 44 <br /> Same as above. <br /> 28 00 <br /> 47 <br /> 48 <br /> 49 <br /> 50 <br /> 50/6 00 51 Same as above <br /> 52 <br /> 53 <br /> 54 <br /> 55 <br /> 39 5 9 s6 <br /> 57 Same as above <br /> Ss <br /> 59 <br /> 60 <br /> HYDR C* -- SOIL BORING LOG PLATE <br /> ENVIR NMENTALAND C-2 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN LOGIES, INC. MW-6 SHEET 2OF3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE December2l,1993 2531 Waterloo Road <br /> [APPROVED BY Markus B Niebanck, R G Stockton, California 7-238 <br />