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SITE/LOCATION BEGUN BORING AiAMETFR ANGLA/68ARM; BORING No <br /> EZ Serve/Stockton 12/1/93 8 Inches 90 pggrees MW-6 <br /> VRnIE4C COST I ACTOR COMPLETED FDL4T RNC:OUNTERED WATER DEPTH BOTTOM OF 80FUNG <br /> B & F Drdha 12/3/93 77 Feet 90 Feet <br /> Mob <br /> OPERATOR LoC4=DBY STATIC WATER DEPTH.-DATE WEUNO <br /> obile B41 Chns Fiscus Tony Ramirez 7351 Feet-12/9/93 MW-6 <br /> MATERIAL SLAT 5I7E SAM 242,METHOD BOTTOM OF WELL <br /> SCH 40 PVC 0 020" CA-modified s lits on 90 Feet <br /> FIETE7t PACK WELL c�^r. PLANNED usE <br /> Montere sand#3 Neat cement with 5%bentonite powder over hydrated bentonite pellets Monrtonn <br /> s H>ADSPACfi DfipIH WATT R "'�'` �c MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> LEVEL CONSTR LOC <br /> w IPPro <br /> 42 _ - Clayey SAND (SC), medium brown, poorly graded, <br /> 32 fine sub-angular to sub-rounded sand; 35% clay; <br />' 33 moist. <br /> 34 l// <br /> 29 00 36 Sandy CLAY (CL); medium brown, low plasticity; <br /> 37 35 to 40% fine sand, moist. <br /> 38 <br /> t39 Lean CLAY (CL); medium brown with grey mottling, <br /> moderate plasticity, trace fine sand, moist <br /> 24 00 41 <br /> 42 - - <br /> 43 <br /> Same as above <br /> 45 <br /> 8 00 46 <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 59 56 <br /> 57 Same as above. <br /> 58 <br />' 59 <br /> 50 <br /> HYDR — SOIL BORING LOG PLATE <br /> ENVIR � NMENTAL AND C-2 <br /> WELL CONSTRUCTION DIAGRAM SHEET 2 of 3 <br />` TECHN LOGIES, INC. MW-6 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE December 21,1993 2531 Waterloo Road <br /> APPROVED By Markus B Niebanck,R G <br /> Stockton, California 7-238 <br />