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Project Boring <br /> PROJECT NAME/LOCATION Number D093-915 Number SB-4 <br /> Former Beacon Station No 695 Con- Drilling <br /> 900 South Cherokee Lane tractor Soils Exploration Services Method 8" Hollow Stem Auger <br /> 1, California Driller Russell Williams Drilling <br /> Rig CME-75 <br /> Start 03/27/96 7 45 a m Completed 03/27/96 9 45 a in <br /> Landowner Surface Logged <br /> Elev --- By Mike Berrington <br /> Sample Sample Depth <br /> Blow Scale Descnpuons of Materials <br /> Type No. Count l"'="at eO1er3� 1. T 47 and Conditions <br /> Comments <br /> 4$ <br /> 49 <br /> CAM SB-4- 11 500- 18 50 <br /> 515 43 51 5 51 <br /> 52 WELL GRADED SAND, fine to coarse <br /> subrounded sand, pale yellow brown, very <br /> 53 dense, moist (SW) <br /> 54 <br /> CAM SB-4- 11 550- 18 55 <br /> 565 24 565 56 <br /> 57 <br /> 58 <br /> 59 <br /> CLAY WITH SAND fine to medium sand, <br /> CAM SB-4- 8 600- 18 60 reddish brown, low to medium plasticity, hard, <br /> 615 13 61 <br /> 61 5 61 moist (CL) <br /> 62 <br /> 63 <br /> 64 <br /> CLAYEY SAND, fine to medium sand, pale <br /> CAM SB4- 11 650- 18 65 reddish brown, very dense, low plasticity clay, <br /> 665 28 615 moist (SC) <br /> 41 66 First water at 67 feet <br /> 67 <br /> 68 SILTY SAND, fine to medium sand, brown, <br /> very dense, moist (SM) <br /> 69 No sample collected at <br /> 70 es-below water <br /> CAM — 32 700- 18 70 POORLY GRADED SAND W/SILT, fine to table <br /> 50-5" 71 5 medium sand, brown, very dense, saturated <br /> 71 (SP-SM) <br /> BOREHOLE WATER LEVEL DATA <br /> Date <br /> : Time <br /> GWL 1'cneironment�l <br /> ® Conoultents,Ine. <br /> Casing Sheet 3 of 3 <br /> Depth <br /> .y <br />