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Project Boring <br /> PROTECT NAME/LOCATION Number D093-915 Number SB-6 <br /> Former Beacon Station No 695 Con- Drilling <br /> 00 South Cherokee Lane tractor Soils Exploration Services Method 8" Hollow Stem Auger <br /> di, California Driller Russell Williams Drilling <br /> Rig CME-75 <br /> Start 03/26/96 8 00 am Completed 03/26/96 10 00 am <br /> Landowner Surface Logged <br /> Elev — By Mike Berrington <br /> Sample Sample Depth <br /> Blow Scale Descriptions of Materials <br /> Type No, Count W=Yao R=O`cry 1" = 4' and Conditions <br /> Comments <br /> 0 3" ASPHALT <br /> 1 Aggregate Baserock Backfill No samples collected in <br /> 2 backfill <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> CLAYEY SAND/SANDY CLAY, fine sand, <br /> 9 trace fine gravel, medium plasticity clay, <br /> brown, very stiff, moist (SC-CL) Hit something Bard <br /> AM SB-b- 7 10 0- I8 �� 18-19' <br /> 115 7 115 <br /> it 11 No sample at 20' 1st <br /> attempt, installed a sand <br /> 12 catch in sampler, no <br /> sample on 2nd attempt, <br /> 13 appear to be on <br /> something hard enough <br /> 14 to scratch sampler <br /> SILT WITH SAND, fine sand, pale red brown Augered 2 5' then <br /> CAM SB-6- 22 150- 18 15 to olive brown, hard, moist (ML) sampled again at 22 5' <br /> 165 34 16 5 <br /> 28 16 <br /> 17 <br /> 18 <br /> 19 SILTY SAND, fine to medium sand, olive <br /> 20 brown to dark olive, dense to very dense, <br /> 21 moist to wet (SM) <br /> 22 <br /> 23 <br /> BOREHOLE WATER LEVEL DATA <br /> Date <br /> Time <br /> GWL ® lrfttiponsne�I <br /> Conssaftnb,I= <br /> Casing Sheet 1 of 3 <br /> De <br /> V 9y <br />