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PROJECT: BURNS-POMBO PROPERTIES <br /> Tracy, California Log of Boring No. GMX-8 <br /> BORING LOCATION: 100 feet northwest of GMX-7 ELEVATION AND DATUM: <br /> Not surveyed <br /> DRILLING CONTRACTOR: Precision Sampling, Inc. DATE STARTED: I DATE FINISHED: <br /> 9/23/99 9/23/99 <br /> DRILLING METHOD: Direct push TOTAL DEPTH: MEASURING POINT: <br /> 13 feet Ground surface <br /> DRILLING EQUIPMENT: XD-3 DEPTH TO WATER: i FIRST , COMPL. <br /> 12 feet NA <br /> SAMPLING METHOD: Envim-core sampling system(3 ft.x 15/8 in.) LOGGED BY: <br /> L.B.Jorstad <br /> HAMMER WEIGHT: NA DROP: NA RESPONSIBLE PROFESSIONAL: REG.NO. <br /> D.A.Zemo CEG 1747 <br /> F' SAMPLES _ DESCRIPTION <br /> NaME(Uscs symeo9:color.maim,x by%might,piaet.aaaemanay, denature,cameraman,read.wmCi.seam inter. REMARKS <br /> o¢ Surface Elevation: Noteurmeyetl <br /> 0.2 CLAYEY SAND(SC) <br /> Dark brown (10YR 3/3), moist, 70%fine to medium sand, 25 <br /> 1 medium plasticity fines, 5%fine gravel <br /> 2 50%fine to coarse sand,25%fine gravel,contains asphalt <br /> debris <br /> 3- <br /> 4- <br /> LEAN <br /> 4 LEAN CLAY(CL) <br /> Brown (7.5YR 4/3), moist, 90%fines, 10%fine sand, low <br /> 5 plasticity,firm,trace subangular gravel up to 1 inch <br /> 6- <br /> 7- <br /> CLAYEY <br /> 7CLAYEY SAND (SC) <br /> Brown (7.5YR 4/2), moist, 90%fine to medium sand, 10 <br /> 8 medium plasticity fines <br /> LEAN CLAY with SAND (CL) <br /> 9 Brown (7.5YR 4/2), moist, 75%fines, 25%fine sand, medium <br /> plasticity,firm <br /> 10 LEAN CLAY(CL) <br /> Brown (7.5YR 4/2), moist, 90%fines, 10%fine sand, medium <br /> 11 plasticity,firm <br /> GM%& <br /> 12 12.o Soft <br /> 13 <br /> Bottom of boring at 13 feet. <br /> 14- <br /> 15 at(ins) <br /> Project No. 5650 Geomatrix Consultants Figure --- <br /> cuemmove am.oe..t <br />