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STIE/LOCATTON BEGUN BORING I IAMUER ANGLE/BEARING BOXING NO <br /> EZ Serve Stockton 12/3/93 8 Inches 90 Degrees MW-7 <br /> ORILLINC CONTRACTOR CC&DIXTED FIRST ENCOUNfEREE)WATER DOMi BOTTOM OF BORING <br /> B & F Drillin 12/3/93 75Z Feet 90 Feet <br /> DRILLMAKE&MODEL OPERATOR LOGGED BV STATIC WATER DEPTMDATB WIML NO <br /> obile 13-61 Chns Fiscus Ton Ramirez 74 21 Feet-12/9/93 MW-7 <br /> PPELL MATERIAL SLOT SIZE SAMPLING MIi1HOD BOTTOM OF WELL <br /> 2"SCH 40 PVC 0 020" CA-modified split son 90 Feet <br /> FILTER PACK WMJ,SEAL PIANN®"'%Monte sand#3 Neat cement with 5% bentonite owder over h drated bentonite Pellets Monitoring <br /> FDMD WATER WELL GRAPHIC <br /> 9 FIR i DACE D� LEVEL coNSTx LOG MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> 42 2-2 61 <br /> 62 Lean CLAY (CL); medium brown with grey mottling; <br /> 63 moderate plasticity; trace fine sand; moist <br /> 6{ <br /> 65 <br /> 74 66 66 <br /> 67 Same as above. <br /> 68 <br /> 69 <br /> 70 Lean CLAY (CL); medium brown with grey mottling, <br /> 00 7I = moderate plasticity, 20% very fine to fine sand, moist <br /> 50/5 <br /> 72 = <br /> 73 — <br /> 74 I <br /> 75 - <br /> 76 = Same as above. <br /> 77 Y <br /> 78 = Sandy CLAY (CL); medium brown; low plasticity; <br /> 79 <br /> 30% fine sand, wet to saturated. <br /> so = <br /> 81 <br /> 82 <br /> 83 <br /> 84 = <br /> as - <br /> Lean CLAY (CL), medium brown with grey mottling; <br /> a' - moderate plasticity, trace fine sand, saturated <br /> e8 - <br /> �o = <br /> HYD R — SOIL BORING LOG PLATE <br /> ENVIR NMENTALAND C_3 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN LOGIES, INC. MW-7 sxEEr30F3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE December 2t,1993 2531 Waterloo Road <br /> APPROVED BY Markus S Nlebanck, R G Stockton, California 7-238 <br />