Laserfiche WebLink
PROJECT: BURNS-POMBO PROPERTIES <br /> Tracy, California Log of Boring No. GMX-3 <br /> BORING LOCATION: 200 feet northwest of GMX-2 ELEVATION AND DATUM: <br /> Not surveyed <br /> DRILLING CONTRACTOR: Precision Sampling, Inc. DATE STARTED: DATE FINISHED: <br /> 9/22/99 9/22/99 <br /> DRILLING METHOD: Direct push TOTAL DEPTH: MEASURING POINT: <br /> 16 feet Ground surface <br /> DRILLING EQUIPMENT: XD-3 DEPTH TO WATER: FIRST , COMPL. <br /> 11 feet I NA <br /> SAMPUNG METHOD: Enviro-core sampling s LOGGED BY: <br /> P 9 Y stem(3 ft.x 1 5/8 in.) L.B.Jorstad <br /> HAMMER WEIGHT: NA DROP: NA RESPONSIBLE PROFESSIONAL: REG.NO. <br /> D.A.Zemo CEG 1747 <br /> 2 . SAMPLES DESCRIPTION <br /> �a xaM6luscs symwry:mien mmd,v.q woi tt.,piast.,cdulsn .. sounun.cem.matm.reed.wmci.W.'ndr. REMARKS <br /> � ... Ez E $ s— <br /> rn m 'o Suilace Elevation: Not surveyaC <br /> SILTY SAND with GRAVEL(SM) <br /> Pale brown (10YR 6/3), moist,50%fine to coarse sand,35 <br /> i fine gravel, 15% low plasticity fines,contains asphalt debris <br /> [FILL] <br /> 2- <br /> 3- <br /> 4- <br /> 5- <br /> 6- <br /> LEAN <br /> 3456 LEAN CLAY (CL) <br /> 0.2 Dark gray(5Y 4/1), moist, 95%fines,5%fine sand, medium <br /> 7 plasticity,firm <br /> 8- <br /> 910 9- <br /> to- <br /> GM%3 0.2 <br /> 11 t''° 02 10%fine sand,soft <br /> 12- <br /> 13 <br /> 14 Brown(7.5YR 4/3) <br /> 15 at Hass <br /> Project No. 5650 Geomatrix Consultants Figure <br /> s:tsespuoq:�am��°vsl <br />