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Si7FJIOCATION BEGUN BORQYG DIAME BR ANGLE/BEARING BORING NO <br /> EZ Serve Stockton 12/3/93 8 Inches 90 Degrees MW-7 <br /> DRILLING CONTRACTOR COMPLETED FIRST ENOOLmnOW WATER DEPTH <br /> B & F Drilling 12/3/93 75.5 Feet BOTTOM of BORING <br /> DRILL MAKE&MODEL OPERATOR 90 Feet <br /> STATIC WATER DEPTI4DATE WELL NO <br /> obile B-61 Chris Fiscus �C"Adi <br /> amirez 74 21 Feet-12/9/93 MW-7 <br /> MATERIAL SLOT SIZE METHOD BOTTOM OF WELL <br /> 2"SCH 40 PVC 0 020" fied split § n 90 Feet <br /> FILTER PACK V; SEAL <br /> Monteresand#3 Neat cement with 5 bentonite owder over hydrated bentonite pellets, PLANNED <br /> on onin <br /> POD <br /> HEADSPACE DEPTH <br /> g SPP WATER <br /> CONS LOG <br /> R GRAPHIC I MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> 51 00 3I <br /> 32 <br /> Lean CLAY (CL), medium brown, moderate plasticity, <br /> 10% very file to fine sand; moist. <br /> 33 <br /> 34 <br /> 35 <br /> 19 00 36 <br /> 37 Sandy CLAY (CL), medium brown; moderate plasticity, <br /> 38 30% very fine to fine sand, moist <br /> 39 <br /> 40 <br /> 31 44 41 <br /> 42 Fat CLAY (CH); medium brown, high plasticity; <br /> 43 trace fine sand; moist <br /> 22 45 Lean CLAY with sand (CL), medium brown, moderate <br /> 1 plasticity, 20% fine sand; moist <br /> t44 <br /> t <br /> 47 <br /> 48 <br /> 49 <br /> so <br /> 74 00 sI Sandy CLAY (CL), medium brown; moderate plasticity, <br /> .5230% very fine to fine sand; moist <br /> 53 <br /> s4 <br /> 55 <br /> 62 00 56 <br /> Same as above. <br /> S7 <br /> 58 <br /> 59 Lean CLAY (CL); medium brown with grey mottling, <br /> 60 moderate plasticity; trace fine sand, moist. <br /> HYDR SOIL BORING LOG PLATE <br /> ENVIR NMENTALAND C-3 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN LOGIES, INC. MW-7 SHEIET2OF3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE December2l,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Niebanck, R G Stockton, California 7-238 <br />