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Pn�jccl Boring <br /> PROJECT NAIME/LOCATION: Numhur D093-916 Numhcor CB-5 <br /> Beacon Station No. 696 Cot,- Drillim! <br /> 2448 W. Kettleman Lane tractor Tunier Explorntions, ]tic. Method 8" HSS, <br /> i, CA Driller Kevin Barnett Drilling <br /> Rig- B-53 <br /> Start- 12.00 p.m. 09/07/94 Completed 3:15 p.m. 09/07/94 <br /> Landowner: Ultramar Inc. Surface Logged <br /> Elev. --- By Mike Berrington <br /> -Sample.- Sample Depth <br /> -.Blow Scale Descriptions of:Materials <br /> Cypa No Count: -` �aurval Recovery: 1:1, =-q and:Conditions <br /> "(fty. Ua-1 Comments. <br /> 24 <br /> CAM CB-5-25 13 25.0- 16 25 SILTY SAND; dark yellowish brown, weakly <br /> =9 36.5 to moderately cemented, Fine to medium sand. <br /> 50 26 hard, moist (SM) <br /> 27 <br /> 28 <br /> 29 - - --_--- -------- <br /> CAM CB-5-30 8 30.0- 12 30 POORLY GRADED SAND; olive yellow, <br /> 16 31.5 medium dense, fine to medium, subangular to <br /> 50 31 subrounded sand, tnoist (SP) <br /> 32 <br /> 33 <br /> 34 _ <br /> CAM CB-5-35 6 35.0- 13 35 POORLY GRADED SAND; olive yellow to <br /> 14 36.5 white, medium dense, very fine to tine, <br /> 21 36 subangular to subrounded sand, moist (SP) <br /> 37 - <br /> 38 <br /> 39 <br /> CAM CB-5-40 8 40.0- 16 40 SILT; olive, weakly to moderately well - <br /> 35 41.5 41 <br /> eemented,low plasticity, hard, moist (ML) <br /> 50 for <br /> 3' 42 <br /> 43 <br /> 44 <br /> ---2222_----------------------------------------- <br /> CAM CB-5-15 9 45.0- 45 LEAN CLAY WITH SAND; olive, very stiff. <br /> 16 46.5 46 low plasticity, fine sand, moist (CL) <br /> 50 <br /> 47 <br /> BOR1rHOl E WATER LEVEL DATA <br /> bate:, DeRa <br /> Trine *////Akenviron�, Consultants,Ina, <br /> ;ctg Sheet 2 of 3 <br /> "Death <br />