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SnTi�[OCATTON BEGUN BORLNG OL&METER ANGEWBEARLNG BORING NO <br /> EZ Serve Stockton 12 393 8 Inches 90 MW-7 <br /> DRILLING CONTRAC POR COMPLETED FIRST RNCOUNTERm WATER DEPTH B & F Drillin BOTTOM of BORING <br /> I2/3/93 75-5 Feet 90 Feet <br /> DRILL MAKE MODE, OPE BATOR LOGGED BY STATIC WATER DEP1T3-DATE WELL NO <br /> .06MOblle B-61 Chris Fiscus Tony Ramirez 1 74 21 Feet-12/9/93 <br /> MW-7 <br /> ILMATE]RL+L SLOT SIZE SAMPLING METHOD IK]BOTTOM OF WELL <br /> "SCH 40 PVC 0 020" CA-modified split 4 n Feet <br /> FILT PR PACK WELLypL <br /> Monterey sand#3 USE <br /> Neat cement with 5% bentonite powder over hydrated bentonite elIets Mon�tonn <br /> FM <br /> FM'D WATER WELL GRAPHLC <br /> "�' DE1 LEVEL CONSTR LOG MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> m fppml <br /> 1 r r r f Grassy Cover <br /> 2 <br /> f Baserock <br /> 3 Lean CLAY (CL), medium brown; moderate plasticity <br /> 4 10% fine sand; moist <br /> s <br /> 70 00 6 <br /> 9 Lean CLAY with sand (CL), medium brown, moderate <br /> 10 plasticity, 15 to 20%Q very fine to fine sand; moist <br /> 50/6 00 11 <br /> 12 <br /> 13 <br /> I4 <br /> is Lean CLAY (CL); medium brown, moderate plasticity; <br /> 50/5 00 16 5 to 10% fine sand; moist <br /> 17 <br /> i8 <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), a ori aded; <br /> 54 00 26 grey; poorly gT <br /> fine to medium, sub-angular to sub-rounded sand, <br /> V 20% silt, moist. <br /> 28 <br /> 29 <br /> 30 Lean CLAY (CL); see Sheet 2 for details <br /> H Y D R " SOIL BORING LOG PLATE <br /> ENVIR NMENTAL AND C_3 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN LOGIES, INC. 1vlw-� sHr�oF3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE Dea=ber 21,1993 2531 Waterloo Road <br /> APPROVED BY Markus R Niebanck, R G Stockton, California 7-238 <br />