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SITE/LOCATION BEGUN BORING DIAMETER ANGLUELM ING BORING NO <br /> EZ Serve Manteca 12Z4/93 8 Inches 90 De s MW-8 <br /> DRILLING CONTRACTOR COMPL&-IED FIRST ENCOUNTERED WATER DEIYM BOTTOM OF BORING <br /> B & F Drilling 12/4/93 25 5 Feet 30 Feet <br /> &IITMAKE&MODEL OPERATOR LOGGED By STATIC WATER DEFn-1-DATE WELLNO <br /> abile B-61 Chris Fiscus Ton Ramirez 17 81 Feet- 12/9/93 MW-8 <br /> € L MATERIAL SLOT SIZE SAMPLIIVG METHOD BOT OU OF WELL <br /> " SCH 40 PVC 0 020" CA-modified s lit ER2gn 29 5 Feet <br /> FILTER PACK WELL SEAL PLANNED USE <br /> Monterev sand#3 Neat cement with 5% bentonite powder over hydrated bentonite pellets Monitoring <br /> PID <br /> FMD 1A111 WELL GRAPHIC <br /> g HEADWACE Dt 1 LEVEL coNSTR Loc MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> S <br /> (PP <br /> 1 •�•,�♦♦, 3" Asphalt Cover <br /> 2 •`4♦♦`� Silty SAND (SM); reddish-brown, poorly graded, <br /> 3 ;•;�;•;� very fine to fine, angular to sub-rounded sand, <br /> 4 35 to 40% silt; moist. <br /> 15 00 6 <br /> 7 \ . ♦ ♦ <br /> 9 <br /> 10 Poorly graded SAND (SP), greyish-tan, fine to medium, <br /> 1s <br /> 00 11 angular to sub-rounded sand, moist <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 6 00 1b — <br /> 17 Lean CLAY with sand (CL), light grey, moderate <br /> 1(i V = plasticity; high silt content; 15 to 20% fine sand, moist <br /> 29 - <br /> 19 00 21 <br /> 22 — <br /> 23 <br /> 24 - Same as above <br /> 11 25 _ <br /> 27 = Poorly graded SAND with clay (SP), grey, fine to, <br /> 28 - medium, angular to sub-rounded sand, 20% clay, <br /> 29 - trace coarse sand; wet to saturated <br /> 30 <br /> i <br /> H Y D R k -, SOIL BORING LOG PLATE <br /> LL <br /> I , AND <br /> ENVIR WMENT�AL WECONSTRUCTION DIAGRAM C_3 <br /> TECHN LOGIES,! INC. , ; ' ;MW-8 sHEETx01�1 <br /> � , <br /> I ' IE-Z Serve Location No 100878 I JOB NO. <br /> ATE December 22.1993 1012 West Yosemite Avenue <br /> 4 Manteca, California 7-239 <br /> APPROVED BY Markus B Nlebanck,R G <br />