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Project Borirs_ <br /> PROJECT NAME/LOCATION: Nurnhcr D093-916 Nurnher C$-5 <br /> Beacon Station No. 696 Con- Drilliu, <br /> 2448 W. Kettlernan Lane tractor Turner Explor',1601. Inc. Method 8" HSA <br /> i• CA Driller Kevin Barnett Drilling <br /> Rig 3-53 <br /> Start 12:00 p.m. 09/07/94 completed 2.15 p.m. 09/07/94 <br /> Landowner: Ultramar Inc. Surface- Lopoe. <br /> Elev. -- By Mike Berrington <br /> Sample Sample Depth <br /> Blow;: Scales Descriptions of Materials. Cbrnments: <br /> TYPE No Count: tiucrval: Rcco�cry 1,,.. 4' <br /> and Conditions <br /> Q ------3" of ASPHALT ---------- <br /> -6" AGGREGATE BASEROCK------------ <br /> 1 SILTY SAND; yellowish brown, medium <br /> 2 dense, fine sand, moist (SM) <br /> 3 <br /> 4 <br /> CAM CB-5-5 3 5.0-6.5 16 5 SILT; yellowish brown to olive, stiff to hard, <br /> g 6 low plasticity, moist (ML) <br /> 24 <br /> 7 <br /> 9 <br /> CS-5-10 15 10.5- 18 10 SILT; yellowish brown to olive, stiff to [lard, <br /> 28 11.5 low plasticity, moist (ML) <br /> 45 11 <br /> 12 <br /> 13 <br /> 14 <br /> CAM CB-5-15 7 15.0- l8 15 SILT; yellowish brown to olive, stiff to hard, <br /> 14 16.5 16 <br /> low plasticity, moist (ML) <br /> 32 <br /> 17 <br /> 1$ <br /> 19 <br /> CAM CB-5-20 7 20.0- 20 LEAN CLAY; yellowish brown, low plasticity. <br /> 17 21.5 strongly cemented, very stiff to hard, moist <br /> 30 21 (CL) <br /> 22 <br /> 23 <br /> .BEHOLE WATER I:EVEL DATA <br /> OR <br /> Dote Delta <br /> ette , <-;: <br /> l� Environmental <br /> consultants,InC. <br /> :;.. Cain _:::: >. Sheet 1 of 3 <br /> D <br />