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Project Boring <br /> PROJECT NAME/LOCATION Number D093-915 Number SB-5 <br /> Former Beacon Station No 695 Con- Drilling <br /> 900 South Cherokee Lane tractor Sods Exploration Services Method 8" Hollow Stem Auger <br /> di, Callfornla Driller Russell Williams Drilling <br /> Rig CME-75 <br /> Start 03/26/96 Completed 03/26/96 <br /> Landowner Surface Logged <br /> Eiev — By Mike Berrington <br /> Sample Sample Depth <br /> Blow Scale Descriptions of Materials <br /> Tyle NO. Count interval R==y V = A' and Conditions <br /> Comments <br /> 48 <br /> 49 <br /> SANDY CLAY, very fine to fine sand, olive <br /> CAM SB-5- 10 500- 18 50 brown with iron oxide stains, low plasticity, <br /> 515 381 515 51 hard, moist (CL) <br /> 52 <br /> 53 <br /> 54 <br /> POORLY GRADED SAND, fine to medium <br /> CAM SB-5- 10 550- 18 55 sand, light brown, dense, moist(SP) <br /> 565 288 565 56 <br /> 57 <br /> 58 <br /> 59 <br /> SANDY CLAY, fine sand, pale reddish gray Blow counts not taken <br /> CAM SB-5- -- 600- 18 60 brawn, low plasticity, moist (CL) <br /> 615 615 b1 <br /> 62 <br /> 63 <br /> 64 <br /> CLAYEY SAND, fine sand, pale reddish gray <br /> CAM SB-5- 19 650- 18 65 brown, very dense, moist (SC) <br /> 665 32 615 <br /> 50-3" 66 <br /> 67 <br /> 68 <br /> No sample collected at <br /> 69 70 feet-below water <br /> table <br /> CAM -- 18 700- 18 70 <br /> 28 715 POORLY GRADED SAND WrM SILT, <br /> 32 71 fine sand, olive brown, very dense, saturated <br /> (SP-SM) <br /> BOREHOLE WATER LEVEL DATA <br /> Date <br /> Time <br /> GWL <br /> [Mfta <br /> & I�RVII'OIt1i1B11tF1� <br /> Consultants,Inc. <br /> Casing Sheet 3 of 3 <br /> Depth <br /> yl I <br />