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Project Boring <br /> PROIECf NAMULOCATION Number D093-915 Number SB-3 <br /> Former Beacon Station No 695 Con- Drilling <br /> 900 South Cherokee Lane tractor Soils Exploration Services Method 8" Hollow Stem Auger <br /> dl, California Driller Russell Williams Drilling <br /> Rig CME-75 <br /> Start 03/21/96 11 15 a m Completed 03/21/96 12 55 p in <br /> Landowner Surface bogged <br /> E1ev By Mike Berrington <br /> Sample Sample Depth <br /> Blow Scale Descriptions of Materials <br /> Type No. Count h=rvd Pc--y 1" =4' and Conditions <br /> Comments <br /> 48 <br /> 49 <br /> CAM SB-3- 17 500- 18 50 <br /> 515 32 515 Thinly inter- <br /> 504" 51 bedded silty sand <br /> 52 <br /> 53 <br /> 54 --- <br /> CAM SB-3- 18 550- 12 55 POORLY GRADED SAND, pale yellow, fine <br /> 56 5 22 56 5medium sand, dense, moist (SP) <br /> 26 56 <br /> 57 <br /> 58 <br /> 59 <br /> CAM SB-3- 10 600- 18 60 CLAYEY SAND/SANDY CLAY, reddish <br /> 615 28 615 brown, fine sand, low plasticity, very dense, <br /> 41 61 moist (SM) <br /> 62 <br /> 63 <br /> 64 <br /> CAM SB-3- 18 650- 18 65 SILTY SAND, medium brown, fine sand, very First water at 67 feet <br /> 665 50-6" 615 dense, moist (SM) <br /> 66 No sample collected at <br /> 67 70 0-below water table <br /> 68 <br /> 69 <br /> CAM 11 18 70 POORLY GRADED SAND, medium brown, <br /> 27 fine to medium sand, very dense, saturated (SP) <br /> 29 71 <br /> BOREHOLE WATER LEVEL DATA <br /> Date <br /> Time Deft <br /> �neironme�i <br /> GWL Conoultants,Inc. <br /> casing Sheet 3 of 3 <br /> D th <br /> CY y <br />