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' BORING NO. PB-2/MW-2 <br /> E- <br /> 9 <br /> x COORDINATES N. <br /> p� E. <br /> 'S DRILLING REMARKSN 0 FIELD GEOLOGIST Rab Detnagro DATE BEGAN 7/18/03 <br /> a 2 C,aCL a CHECKED BY R- Delncwo DATE FINISHED 7/18/03 <br /> oTraffic Rated Boa APPROVED BY D ^n° SURFACE p Ey 48 S k mal <br /> TOTAL DEPTH 23 fL CORE SIZE ar dla <br /> 0 DESCRIPTION <br /> 4 ASPHALT underlain by engineered fill <br /> Lacking Cop fit r <br /> 2 <br /> ^1°* anyCLAY WITH SILT DiX reddish brown, moist loose to medium en y, <br /> 2" Dio Blank a fine sand, 70-80X day 20-30%ait, medium plasticity. <br /> PVC Caaary <br /> Ned Chip + <br /> 5 Bentonite d <br />' Pe-2 4/5/8 BBX Seat <br /> 8.D' <br /> C-AY VATH SAND- Light bra" fine to <br /> -- grained. <br /> 10-20% sit, 50-80% daunconsolidated. m e sand, <br /> d <br /> -- 10 0' <br /> LEM CLAY VATH WO Light f 0 -- <br />' WM <br /> PB-2 4/4/6 IOOX fine Band, 60-70X day, 10-20X *11tm m era a as c y, <br /> (10) zz <br /> 2�rvM W/C -- 3t First Encountered groundwater at 11 ft. <br /> 020 Inch slots - d <br /> 14.0' <br /> CLAY WITH SILT Dark reddish brown, moist, loose to medium densltK G5X <br /> 15 - fine umd, 70-80%day, 20-30%zit, trace =vmko. medium plostidtn <br /> PB-2 5/5/5 100X Sand /3 Zz <br /> -- <br /> (15') <br /> zz <br /> or Da - d <br /> Borehole <br /> -20--- - <br /> PB-2 8/7/7 <br /> (2 } Bottom <br /> Cop - <br /> -- <br /> TOTAL DEPTH OF BORING 23 FEET <br /> -25- <br /> -30- <br /> -35- <br /> 35 <br /> DRILLER Fausto Santos PAGE 1 OF 1 <br /> DRILLING CO Gregg Drilling <br /> DRILLING METHOD 8" HSA <br />' SAMPLING METHOD <br /> PROJECT : SBC <br /> LOCATION Tracy, CA <br /> PROJECT NO 838819 79000000 SHOW„, <br /> DRAWN BY r RB ictiEcKm BY DRAWING N0. 838818-A755 Shaw E&1,Inc <br /> DATE J 00 APPROVED BY <br />