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PROJECT: BURNS-PONIBO PROPERTIES <br /> Tracy,California Log of Boring No. GMX-1 <br /> BORING LOCATION: 150 feet northwest of southeast properly corner ELEVATION AND DATUM: <br /> Not surveyed <br /> DRILLING CONTRACTOR: Precision Sampling, Inc. DATE STARTED: I DATE FINISHED:9/22/99 9/22/99 <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 /> 11 feet NA <br /> SAMPLING METHOD: Enviro-core sampling system(3 fl.X 1 5/8 in.) LOGGED BV: <br /> L.B.Jorstad <br /> HAMMER WEIGHT: NA DROP: NA RESPONSIBLE PROFESSIONAL: REG.NO. <br /> D.A.Zemo CEG 1747 <br /> SAMPLES DESCRIPTION <br /> NuEtuscs sy,neop:calor,reola,%by werght pWan..wnsmency. slredure.amerearoa.reenwxa.wo.inter. REMARKS <br /> 0= z E a 8 Y= <br /> y N m LL o' Surface Elevation: Not surveyed <br /> SILTY SAND with GRAVEL(SM) <br /> Pale brown (10YR 6/3), moist, 50%fine to coarse sand, 35 <br /> i fine gravel, 15% nonplastic fines, contains asphalt debris <br /> [FILL] <br /> 2- <br /> 3- <br /> 4- <br /> LEAN <br /> 34 LEAN CLAY(CL) <br /> Brown (7.5YR 4/3), moist,90%fines, 10%fine sand, low <br /> 5 plasticity,finn,trace subangular gravel up to 1 inch <br /> 6- <br /> 7- <br /> 8 <br /> 9 <br /> 10 <br /> GMX1- <br /> 11 11.0 <br /> LEAN CLAY with SAND (CL) <br /> Brown (7.5YR 4/3), moist,75%fines,25%fine sand, medium <br /> 12 plasticity, soft <br /> 13 <br /> Bottom of boring at 13 feet. <br /> 14 <br /> 15 a1 nzv 1 <br /> Project No. 5650 Geomalubt Consultants Figure --- <br /> ¢665Waga\Arnx 01.ei <br />