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PROJECT NAME/LOCATION: Numixr D093-916 NUltther CB-4/VEW-1 <br /> Beacon Station No. 696 Con- Drillim, <br /> 2448 W. Kettleman Lane tractor Turner Explorations, Inc. Methud 8" HSA <br /> Odi, CA Driller Kevin Barnett Drilling <br /> Rif; 8-53 <br /> Start 8:30 a.in. 09/07/94 Completed. l 1:00 a.in. 09/07/94 <br /> Landowner: Ultramar Inc. Surface Lo ocd <br /> Elev. -- 13y Mike Berrington <br /> Sample Siunple Depth <br /> Blow Scale <br /> Descriptionsof]Materials <br /> I ype NQ Count : ;'lareNet ' iteoowery 1'" 4, and Conditions ;Commen[s <br /> of ASPHALT— ---- - <br /> ASPHALT AND BASEROCK- <br /> 1 rSILTY SAND; brownish yellow to yellowish w <br /> 2 brown, medium dense, fine sand, moist (SM) <br /> 3 <br /> 4 <br /> CAM CB-4-5 3 5.0-6.5 12 5 <br /> 9 <br /> 1l 6 <br /> 7 <br /> 8 <br /> 9 <br /> AM CB-4-10 3 10.5- 12 10 POORLY GRADED SAND WITH GRAVEL; <br /> 4 11.5 light olive brown, fine to medium, subrounded <br /> 4 11 sand, fine, subrounded gravel to 1/4" diameter, <br /> 12 loose, moist (SP) <br /> 13 <br /> 14 -- ---_--- ----- --- <br /> SILTY SAND; pale olive, medium dense, fine <br /> CAM CB4-15 6 15.0- 12 15 L sand, moist(SM) <br /> 10 16.5 --- - - <br /> 17 16 —SILT; pale olive to brownish yellow, stiff. <br /> 1,7 moist (ML) <br /> 1$ <br /> 19 <br /> CAM CB-4-20 8 20.0- 12 20 1 SILT; pale olive to brownish yellow, stiff, <br /> 17 '_'1.521 moist (ML) <br /> 25 <br /> 22 <br /> 23 <br /> BOREHOL WATER LEVEL <br /> Date `. <br /> Tune Delta <br /> /Rik <br /> Enviran* Consultants,Inc. <br /> cwt Sheet 1 of 3 <br /> D th <br /> N. Y[lllb4 I�w <br />