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q7 4-11 '90 <br /> SITE/LOCATION - $ECUN BORING DIAMTi M ANGL&/6SAMNC BORING NO <br /> EZ Serve Stockton 12/1/93 8 Inches 90 De s MW-6 <br /> iD3 LUNG CONTRACTOR COWLS= FIRST ENCOUNTMZM WATER DE rm SOTDOM OF BORING <br /> B & F Drilling 12/3/93 77 Feet 90 Feet <br /> DRMLMAKE&MODEL OPERAMR LOCA=By STATIC WATER DMH-DAZE WELL NO <br /> 0ile 13-61 Chns Fiscus Ton Ranurez 73 51 Feet-12/9/93 MW-6 <br /> MATERIAL SLOT SIZE SAMPLING METHOD BOTTOM OF WELL <br /> 1-OESICH 40 PVC 0 020" CA-modified split son 90 Feet <br /> FILIM PACK W&L SEAL PLANM USE <br /> Monterey sand#3 Neat cement with Solo bentonite powder over hydrated bentonite pellets Monitoring <br /> FiF1AC$ DAH WAS RAP <br /> WEU GFnc MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> m (DW LEVEL CONSTM LOG <br /> 19 79 6I <br /> Lean CLAY (CL); medium brown with grey mottling, <br /> 62 moderate plasticity, trace fine sand, moist <br /> 63 <br /> 50/6 199 66 <br /> 67 <br /> 1 68 <br /> 69 <br /> 70 _ Lean CLAY with sand (CL), medium brown, low <br /> 50/6 OD plasticity, 15% fine sand; damp <br /> 72 <br /> 73 �_► = Lean CLAY (CL); medium brown with grey mottling; <br /> 74 - moderate plasticity, trace fine sand; moist. <br /> 75 <br /> 7 22 76 <br /> 77 <br /> 76 Sandy CLAY (CL), medium brown, low plasticity, <br /> 79 <br /> - 30% fine sand, wet to saturated <br /> i B0 <br /> 61 <br /> 82 = <br /> t 83 a <br /> 84 - <br /> 85 -_ <br />' Lean CLAY (CL); medium brown with grey mottling, <br /> 87 - moderate plasticity; trace fine sand, saturated <br /> 89 <br /> sv — <br /> HPDR - SOIL BORING LOG PLATE <br /> AND C_2 <br /> ENVIR NMENTAL WELL CONSTRUCTION DIAGRAM <br /> TECHN & LOGIES, INC. MW-6 SHEEF30F3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE- December 21,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Nxebanck,R G Stockton, California 7-238 <br />