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Project Boring <br /> PROJECT NAME/LOCATION Number D093-915 Number SB-i <br /> Former Beacon Station No 695 Con- Drilling <br /> 900 South Cherokee Lane tractor Soils Exploration Services Method 8" Hollow Stem Auger <br /> i, California Driller Russell Williams Drilling <br /> Rig CME-75 <br /> Start 03/20/96 100 p in Completed 03/20/96 3 00 p m <br /> Landowner Surface Logged <br /> Elev --- By Mike Berrington <br /> Sample Sample Depth <br /> Blow Scale Descriptions of Materials <br /> Type No. Count " °` 1" = 4' and Conditions <br /> Eft) ('L) Comments <br /> O 2" ASPHALT/6" AGGREGATE BASEROCK <br /> 1 Aggregate Baserock Backfill <br /> 2 <br /> 3 <br /> 4 SILTY SAND, pale reddish brown, mottled, fine.-- <br /> sand, very dense, dry (SM) <br /> CAM SB-1- 3 5 0-6 5 18 5 <br /> 65 4 6 <br /> 7 <br /> 8 <br /> 9 <br /> AM SB-1- 35 100- 18 10 <br /> 115 66 115 <br /> 11 Weakly indurated <br /> 12 <br /> 13 <br /> 14 <br /> CAM SB-1- 18 150- 18 15 light brown with iron oxide stains, moderately <br /> 165 21 165 indurated, trace fine gravel to 0 25-mch diameter <br /> 37 16 <br /> 17 <br /> 18 <br /> 19 <br /> YPOORLY GRADED SAND WITH SILT, olive <br /> CAM SB-1- 16 20-215 18 20 brown, fine to medium sand, tierce fine <br /> 21 5 21 subrounded gravel to 0 25-inch diameter, very <br /> 47 21 dense, moist (SP-SM) <br /> 22 <br /> 23 <br /> BOREHOLE WATER LEVEL DATA <br /> Date <br /> Time <br /> ` I�vtronrhental <br /> GWL **I//,, Consu tants,Inc. <br /> Casing Sheet 1 of 3 <br /> De th <br /> " My <br />