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Project Boring <br /> PROJECT NAME/LOCATION Number D093-915 Number SB-3 <br /> Former Beacon Station No 695 Con- Drilling <br /> 00 S Cherokee bane tractor Soils Exploration Services Method 8" Hollow Stem Auger <br /> i, California Dnl[er Mussell Williams Drilling <br /> Rig CME-75 <br /> Start 03/21/96 11 15 a m Completed 03/21/96 12 55 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 laftr"al X01"y 1" = 4' and Conditions <br /> (ftp 1� Comments <br /> 24 - Very thin dis-continuous <br /> SILT WITH SAND, pale olive, fine sand, non- stringers of iron oxide <br /> CAM SB-3- 181 25-265 18 25 plastic, hard, moist (ML) stained sand <br /> 265 50-6" <br /> 26 SILTY SAND, pale olive-brown with iron omd <br /> 27 stains, fine to medium sand, weakly cemented, <br /> very dense (SM) <br /> 28 <br /> 29 <br /> CAM SB-3- 3 30-315 18 30 <br /> 31 5 28 31 <br /> 32 Thinly inter- <br /> 33 bedded sand <br /> 34 <br /> SILT WITH SAND, olive gray, fine moderately <br /> 7 <br /> CAM SB-3- 181 35-365 18 35 cemented sand, moist (ML) <br /> 365 50-4" 36 <br /> 37 <br /> 38 <br /> 39 <br /> CAM SB-3- 16 40-415 18 40 POORLY GRADED SAND, pale tan, very fm <br /> 41 5 34 to fine sand, very dense, moist(SP) <br /> 37 41 <br /> 42 <br /> 43 <br /> 44 <br /> CAM SB-3- 11 45-465 18 45 CLAY WITH SAND, pale olive-yellow with it <br /> 465 26 oxide stains, very fine sand, low plasticity, hard, <br /> 30 46 moist (CL) <br /> 47 <br /> BOREHOLE WATER LEVEL DATA <br /> Date <br /> TiIM me <br /> # imfta <br /> GWL /® lsfltll7'QI19t9�i14�1 <br /> ConmiltainW,lttao. <br /> Casing Sheet 2 of 3 <br /> De th <br /> HAV ., <br />