Laserfiche WebLink
NProject <br /> 'PROJECT NAME/LOCATION Number D095-066 Boring <br /> Number MW-3 <br /> Unocal Corporation Con- Drt7ling <br /> Unocal Service Station No 588{ tractor Woodward Drdlinq <br /> 2701 West March Lane Method 8" HoiIow Stem Auger <br /> Stockton, California Driller Enc Forrstrom Drilling <br /> Rig BK-81 <br /> Start 09/04/96 10 02 a m Completed 09/04/96 10 50 am <br /> downer Unocal Corporation Surfil= Logged <br /> E1ev 003 BY J William Speth <br /> Sample <br /> Sample Depth Observations <br /> T No. glow Scale Descriptions of Materials <br /> Type Count torv,t r 1" = a' <br /> Okiand Conditions t ovm <br /> rte.: <br /> u PPM Comments <br /> 0 2 1/2' ASPHALT SURFACE <br /> 1 <br /> 2 FILL <br /> 3 <br /> 4 <br /> CAM MW-3-5 8 50-65 16 5 SILT CLAY, light brown-green, trace fine g <br /> 17 sand, slight plasticity, moist, stiff(ML) 1 <br /> 19 6 <br /> 7 <br /> 8 <br /> 9 <br /> CAM MW-3- 4 CLAYEY SILT, light brown, slight to low <br /> too- 18 10 plasticity, moist, suff(ML) <br /> 10 6 115 21 <br /> . s 11 <br /> 12 <br /> 13 <br /> 14 CLAYEY SILT, medium brown, trace fine <br /> CAM MW-3- 7 150- 18 15 sand, low plasticity, wet, stiff(ML) <br /> 15 9 165 10 <br /> 9 16 <br /> 17 <br /> 18 <br /> 19 <br /> CAM 12 2� SILT greerush-brown, low plasticity, wet, very <br /> tiiW-3- 7 20 0- stiff(ML) [2 <br /> 20 12 215 <br /> 16 21 <br /> 22 <br /> 7 , <br /> CAM MW-3- 15 235- 10 23 SILT, medium brown, trace fine grain sand, to 5 # <br /> 25 19 25 0 plasticity, moist very stiff(ML) <br /> Total Dench 25 0 feet <br /> BOREHOLE WATER LEVEL DATA <br /> - 7 <br /> Date 09/06/96 04/09/96 <br /> Time 11 40 a rn � 10 03 a in <br /> GWL 8 I6 g 10 � Envtsonmental <br /> ConaWtants,Inc. <br /> Casing <br /> Depth 250 250 Sheet 1 of 1 <br />