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L/7'/181 OL"? a_,cs <br /> SCFE/LOCATION - BEGIANI I BORING DIALMIR ANGLE/BKAMNG BORING NO <br /> EZ Serve Stockton 12/3/93 8Inches I 90 Degrees MW-7 <br /> DRILLING CONTRACTOR CoheL TED RM ENCOUNTERED WATM DEPTH BOTTOM OF BORING <br /> B & F DnIlin 12/3/93 75Z Feet 90 Feet <br /> DRILL MAKE&MOD¢ OPERATOR LOC'.CF V STA=WAMM DOM-DATE WELL NO <br /> obile B-61 Chns Fiscus Tony Ramirez 74 21 Feet-12/9/93 MW-7 <br />' MATERIAL SLOT MESAMPLM METHOD BOTTOM OF WELL <br /> 2"SCH 40 PVC 0 020" CA-modified s lit svoon 90 Feet <br /> FfLTER PACK WELL SEAL PLANNED USE <br /> Monterev sand#3 Neat cement with 5%bentonite powder over hydrated bentonite pellets Monitonn <br />' FM <br /> rE,�ACE DEFM WATER .N T GRAmc MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> �Q (PPS LEVEL CONSTR LOG <br /> I j j+j,r Grassy Cover <br /> rtVr <br /> 2 Baserock <br /> 3 Lean CLAY (CL); medium brown, moderate plasticity; <br />' 4 10% fine sand; moist. <br /> 5 - <br /> 70 00 <br /> 6 <br /> 7 <br /> 8 <br />' 9 Lean CLAY with sand (CL), medium brown, moderate <br /> 10 plasticity, 15 to 20% very fine to fine sand; moist <br /> 50/6 0.0 11 <br /> 12 _ <br /> 13 <br /> 14 <br /> 15 Lean CLAY (CL), medium brown, moderate plasticity, <br /> /5 <br /> 00 16 5 to 10% fine sand, moist <br /> I7 <br />' 18 <br /> 19 <br /> 20 <br />' 51 00 21 <br /> Same as above, but trace fine sand only <br /> 22 <br /> 23 <br />' 24 <br /> 25 Poorly graded SAND with silt (SP), grey, poorly graded, <br /> 54 00 26 fine to medium, sub-angular to sub-rounded sand, <br /> 27 20% silt, moist <br /> 28 <br /> 29 <br />' 30 Lean CLAY (CL), see Sheet 2 for details <br /> I <br /> HYDR — SOIL BORING LOG PLATE <br />' ENVIR NMENTAL AND �-3 <br /> WELL CONSTRUCTION DIAGRAM SHEET 1 of 3 <br /> L ECHN & LOGIES, INC. Mw-7 <br /> E Z Serve Locatzon No 100966 JOB NO. <br /> DA T'E December 21,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Nlebanck,RC Stockton, California 7-238 <br />