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Project Bonng <br /> PROJECT NAMFJLOCATION Number D095-066 Number MW-2 <br /> Unocal Corporation Con- w Drilling <br /> Unocal Service Station No 5886 tractor Woodward Drilling Method 8" Hollow Stem Auger <br /> 2701 West March Lane Driller Enc Forrstrom Dig <br /> Stockton, California Rig 13K-81 <br /> ' Start 09/04/96 11 15 a m Completed 09/04/96 12 00 p in <br /> Landowner Unocal Corporation Surface IMed <br /> Elev 0 13 $Y J William Spent <br /> ' Sample Sample Depth Ooas <br /> Blow Scale Descriptions of Materials <br /> Type NO- Count 1> A—IM 1"= 4" assd Conditions hmrumcwGV7�t <br /> its} 014 L)ma t Comments <br /> 0 2 1/2"ASPHALT SURFACE <br /> FILL <br /> r 2 <br /> 3 <br /> 4 SANDY SELT, light yellowish-brawn, some 1 <br /> CAM MW-2-5 11 50-65 16 gram stic <br /> sand, slight plaity, dry. stiff(MI.) <br /> i 22 <br /> 24 <br /> 7 CLAYEY SILT, brownish-green, trace fine <br /> grajw- <br /> 8 sand, low plasticity.moist, very stiff(ML) <br /> 9 <br /> CAM MW-2- 11 100- 18 10 CLAYEY SILT, light brown with gypsum ve 31 <br /> 10 19 115 slight to low plasticity, fine gram sand, moist, <br /> 23 11 stiff(NII.) V <br /> 12 <br /> ' 13 <br /> 14 <br /> i CAM MW-2- 7 150- 18 15 SILT, medium brown, trace fine grail sand, 21 <br /> 15 16 165 16 slight plasticity,wet,very stiff(NII..) <br /> ' 17 <br /> 18 <br /> I I <br /> 19 <br />� iCAM Mw-2- 10 200- is 20 SILT, brownish-green with oxide mottles, trace 5 � <br /> 20 19 215 21 sand. low plasticity, wet, very stiff(ML) <br /> i <br /> 22 <br /> CAM MW-2- 7 235- 18 23 SILT, brownish-green with oxide mottles,mace 2 <br /> ' 25 9 250 sand, low plasticity,moist, suff(ML) <br /> 14 Total Depth 25 0 feet <br /> 13OREHOLE WATER LEVET„DATA <br /> Date 09/06/96 09/09/96 <br /> Tine 12 lop in 10 05 a in Wfta <br /> 1=mrirorimental � <br /> GWL 8 13 822 /. Consultants,Inc. <br /> Casing <br /> DMthT 250 250 Sheet 1 of 1 <br />