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CONDOR EARTH GEOLOGICAL <br /> TECHNOLOGIES, INC. L LOG <br /> PROJECT NO.: 3024 DATE: 12/10/01 TD: 45.0' <br /> MW-3 SURF. COND_: Asphalt ELEV: 17.16' ELEV. REF.: Survey <br /> LOGGED BY: L.Morse WELL CONSTRUCTION SPECS <br /> +r PROJECT: CSUS Stockton Multi-Campus DRILL EQUIP.: Mobile Drill B-57 TOTAL CASING DEPTH: 45' <br /> FLUSH. X STICKUP: <br /> CLIENT: CSUS Stockton HAMMER WT./FALL: NIA CASING DIA.: 2" TYPE: PVC <br /> LOCATION: Intersection,Flora&Aurora Streets HAMMER TYPE: HSA SLOT SZ.: 0.020 SAND SZ.: 43 <br /> SCREEN INT.: 25'-45' <br /> DRILLER: Woodward Drilling _ GW DEPTH: 37.42' SAND INT.: 23'-45' <br /> C-57 NO.: HOLE DIA.: S" BENT, INT.: 21'-23' <br /> GROUT INT.: 0'-21' <br /> r.. <br /> WELL <br /> z w c� <br /> w 2 z JJ ❑ p? ^ ¢ O W SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> ` ❑ ~ (n m O LU DIAGRAM <br /> DIAGRAM <br /> a <br /> SP Asphalt <br /> SP: SAND WITH GRAVEL; Moderate Hand auger to 4' <br /> CL brown,medium to coarse grained,fill, dry PID-0 ppm <br /> CL: CLAY;Moderate brown,dry <br /> 16- <br /> 5 <br /> +.. Moderate yellowish brown PID=0 ppm <br /> r <br /> 10 <br /> PID=0 ppm <br /> i.. <br /> 1� Moist PID�0 ppm <br /> r <br /> 20 <br /> PID=0 ppm — - <br /> 25 <br /> PID=0 ppm <br /> 30 <br /> 16-P I PID=O j2gm Ll <br /> NOTES: PID-Photoionization detector ppm=Parts per million <br /> HSA=Hollow stem auger <br /> %" PG. I OF 2 <br />