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q_7 4 -2- <br /> SM/LOCATION s BEGUN BORaVG DLAMFsTEi ANGLEMEARING 80RDVG NO <br /> EZ Serve IStockton 12/2/93 S Inches 90 Degrees MW-8 <br />' DRILL=CONTRACTOR cowgx1 D] FIRST ENCOUNIEIM WATFR DEPTH BOTTOM OF 80RING <br /> t B & F Drilling 12/3/93 78 Feet 90 Feet <br /> DRII.LMAKE&Moots, OPMAIUR LOQ 8Y STATIC WATER DEFrH DATE WELL NO <br />' A1610bile B-61 Chns Fiscus Tony Ramirez 174 09 Feet-12/9/93 MW-8 <br /> MATERIAL SLOT SITS 5AMPI.IIYG METHOD BOTMU OF WILL <br /> TT�onterev <br /> H 40 PVC 0 020" CA-modified s lit s on90 Feet <br /> PACK WETS.SEAL MANNED USE <br /> sand#3 Neat cement with 5°,1 bentonite owder over h drated bentonite ellets MomtonnFFM <br /> EaD <br /> {Yj <br /> t DEM WLEVEL CONNSM LM e MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> 1 3" Asphalt Cover <br /> Fat CLAY (CH), dark brown; high plasticity, 5% fine <br /> 3 sand, moist <br />' 4 Lean CLAY with sand (CL), medium brown, moderate <br /> 3 plasticity; 15 to 20% very fine to fine sand; moist. <br /> 00 6 <br /> 7 Lean CLAY (CL), medium brown; low plasticity; <br /> 8 10% very fine to fine sand, moist <br />' 10 Lean CLAY with sand (CL), medium brown, moderate <br /> 50/6 0.0 11lastici ; 15 to 20% very fine to fine sand; moist <br />' 12 Lean CLAY (CL), medium brown, low plasti a.ty; - - <br /> 13 10% very fine to fine sand, moist <br /> I4 <br /> ,�,•,�,• Silty SAND (SP), medium brown, poorly graded, <br /> 59 0.0 17 4•;�;•;` fine to trace medium, sub-angular to sub-rounded <br /> \ \ \ \ <br /> `\;♦;\±\ sand; 25 to 30% silt; moist <br />' 18 •�\\\\\♦ <br /> I9 <br />' • • ♦ \ <br /> 53 00 21 <br /> •�•,•,♦� Same as above, but only 15 to 20% silt <br />' . . . , <br /> 24 . . \ . <br /> Poorly graded SAND (SP), medium brown, fine to <br />' 44 6 s trace medium, sub-angular to sub-rounded sand, <br /> 27 moist <br /> 29 <br /> 29 <br /> 30 Lean CLAY with sand (CL), see Sheet 2 for details <br /> HYDR SOIL BORING LOG PLATE <br /> AND C_4 <br /> ENVIR NMENTAL <br /> WELL CONSTRUCTION DIAGRAM SHEET'1 OF 3 <br /> TECHN LOGIES, INC. MW-8 <br /> E-Z Serve Location No 100966 JOB NO <br /> DATE Deaember21,1993 2531 Waterloo Road <br /> APPROVED BY Markus B Nlebanck,R G Stockton, California 7-238 <br />