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sirs/LOCATION BEGUN BORING DIAMSrER ANGLE/BEARING <br /> EZ Serve Stockton BORING No <br /> 12 193 8 Inches 90 Degrees MW-6 <br /> DRILLING CONTRACTOR COMPLEM FIRST ENCOUNTERED WATER DEPTH <br /> B & F Drillln 12/3/93 77 Feet BOTTOM 90 <br /> BORING <br /> 90 Feet <br /> DRILL MAKE&MODE, OPERATOR LOGGED BY STATIC WA TR DEPTEI-DATE WELL NO <br /> ob�le B-61 Chns Fiscus Tony Ramirez 1 73 51 Feet- MW-6 <br /> PWFLLL "T�^L SLOT s� sAMPLWG METHOD <br /> 2" i"iSCH 40 PVC 0 020" CA-modifieds Iit s on BOTTOM OP WELL <br /> FILTER PACK WELL SEAL -Wilt. Feet <br /> Monterey sand #3 Neat cement with 5% bentonite powder over hydrated-bentonite pellets, Monitoring E <br /> sHUD <br /> P WATER WELL GRAPHIC Hs(Ppfo n LEVEL CONSTR. Loc MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> 1 Grassy Cover <br /> 2 Lean CLAY (CL); medium brown; moderate plasticity, <br /> 3 5 to 10% fine sand; moist <br /> 4 <br /> 5 <br /> 72 00 6 <br /> 7 Same as above. <br /> 8 <br /> 9 <br /> Clayey SAND (SC); medium brown, poorly graded, <br /> 0 0 11 fine sub-angular to sub-rounded sand; 35% clay, <br /> 28 ��• moist <br /> 12 iii <br /> 13 �f <br /> " Poorly graded SAND (SP), grey; fine to medium, <br /> Is angular to sub-rounded sand; moist. Increase to grain <br /> 21 00 16 size with depth to primarily medium to coarse <br /> 17 <br /> 16 <br /> 19 <br /> 20 <br /> 28 0 0 21 <br /> Lean CLAY (CL); medium brown, moderate plasticity, <br /> 23 5 to 10% fine sand, moist <br /> 24 <br /> 25 Lean CLAY (CL); medium brown with light brown <br /> 76 0 0 26 mottling; moderate plasticity, moist <br /> 27 <br /> 28 <br /> 29 <br /> 30 Clayey SAND (SC), see Sheet 2 for details <br /> HYDR 6 — SOIL BORING LOG PLATE <br /> ENVIR 6 NMENTALAND C-2 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN & LOGIES, INC. MW-6 SHEET IOF3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE December 21,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Nlebanck, R C Stockton, California 7..238 <br />