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! 147gtgt <br /> SIZE/LOCATION - BBOR <br /> ECLSIV M DIAMETER ANGLE/BEARVG BORING NO 44012 0 <br /> EZ Serve/Stockton 12/3/93 8 Inches 190 Degn MW-7 <br /> DRILLING CONIRA=R COMPL= FIRST RNC"OGNTEM WATER DEYM BOTTOM OF BORING <br /> ` B & F Drilling 12/3/93 75.5 Feet 90 Feet <br /> ORS LMA1RdcAippEl OPERAMR LOGGFDBY SIAnC WATER DMPTfi-QATg WELLNO <br /> bile B-61 Chris Fiscus 1 Tony Ramirez 74 21 Feet-12/9/93 MW-7 <br /> MATERIAL SLOT Sze SAMPLM MMOD BOTTOM OF WELL <br /> 2"SCH 40 PVC 0 020" 1 CA-modified s lit spoon 90 Feet <br /> FII TE FACR WEM MAL PLANNED 7M <br />' M0 terev sand#3 Neat cement with 5% bentonite powder over hydrated bentonite ellets Monitoring <br /> FM <br /> EWAOFptH '""E, CON�STR. ` " c <br /> FM1il]� MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> CM <br /> m {PPS <br />! 51 00 31 Lean CLAY (CL); medium brown, moderate plasticity, <br /> 32 10% very fine to fine sand; most <br />! 34 <br /> 34 <br /> as <br /> 19 00 3e <br /> 37 Sandy CLAY (CL), medium brown, moderate plasticity, <br /> 38 30% very fine to fine sand, moist <br />' 39 <br /> 40 <br /> 31 4.4 41 <br /> 42 Fat CLAY (CH), medium brown, high plasticity, - -- - <br /> 43 trace fine sand, moist <br /> 44 <br />` 4s Lean CLAY with sand (CL), medium brown; moderate <br /> 41 <br /> 2.2 " plasticity; 20% fine sand, moist. <br />' 48 <br /> 49 <br /> Sfl Sandy CLAY (CL); medium brown; moderate plasticity, <br /> 74 00 51 30% very fame to fine sand, moist <br /> 52 <br />' <br /> 53 <br /> 54 <br /> 55 <br /> 62 00 56 <br /> Same as above. <br /> 57 <br /> 58 <br />' 59 Lean CLAY (CL); medium brown with grey mottling, <br /> 60 moderate plasticity, trace fine sand; moist <br />' HYDR — SOIL BODING LOG PLATE <br /> ND <br /> EC <br /> ENVIR 6 NMENTAL WELL CONST RUCTION DIAGRAM S EFM T 2-2 OF 3 <br /> HN � LOGIES, INC. <br /> MW-7 <br /> E-Z.Serve Location No 100966 JOB NO <br /> DATE. December 21,1993 2531 Waterloo Road <br /> APPROVED By Markus H Niebanck,R G Stockton, California 7-238 <br />