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PR07ECT NAMEILOCA77ON 4umb� Boring <br /> Ntimber D095-066 Number \BIW-3 <br /> soca! Corporacion Con- Dn�ing <br /> Unocal Service Station No 5886 tractor Woodward Drilling Method 8' Hollow Stem Auger <br /> 2701 West March Lane <br /> Stockton, California Driller Enc Forrstrom Drilling <br /> Rig BK-81 <br /> Start 09/04/96 10 02 am Corttoleted 09/04/96 10 50 a In <br /> downer Unocal Corparanon Surfa= LogPd <br /> Elev. 0 03 By ! William Speth <br /> Sample Sample Depth <br /> Blow Observations <br /> Scale Des tions or Materials <br /> Type No. Count > Rey 1• ,V and Conditions 11anmax, Qvm <br /> (n1 Cra.i <br /> U`i`a PPO Comments <br /> 0 2 ln' ASPHALT SURFACE <br /> 1 - <br /> 1 2 Fu-L <br /> 3 <br /> 4 <br /> CAM h4VV-3-5 $ 50-65 16 5 <br /> 17 SILT CLAY, light brown-green, trace fine g 1 19 6 sand, slight plasticity, moist, stiff(ML) <br /> 7 <br /> 8 <br /> 9 <br /> CAM MW-3- 4 CLAYEY SILT, light brown, slight to low <br /> 10 6 10 S I8 10 plasticity, moist, stiff(ML) 21 <br /> s I1 <br /> 12 <br /> 13 <br /> � g14 CLAYEY SILT, medium brown, trace fine <br /> rain- <br /> AM MW-3- 7 150- 18 15 sand, low plasticity wet Stiff(ML) <br /> 15 9 165 to <br /> 9 16 <br /> 17 <br /> 18 <br /> 19 SILT, greenish-brown, low plasticity,MW-3- 7 20 Q 12 2Q A ty, wet very <br /> 20 12 21 .5 stiff(ML) 12 <br /> 16 21 <br /> 1 22 <br /> 7 <br /> CAM MW-3- 15 23 S- 10 23 SILT, medium brown trace Erne gtattt sand, 10 5 <br /> Uj25 19 250 plasticity, moist, very stiff(ItiII) <br /> I — I Total Death 25 0 feet <br /> BOREHOLE WATER LEVEL DATA <br /> Date 09/06/96 09/09/96 <br /> Time 11 40 am 10 03 am <br /> GWL 816 $ 10 /! Emironmeetai <br /> Consuttants,Inc. <br /> Casing <br /> Deoth 250 250 Sheet 1 of 1 <br /> r IM .-I <br />