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CONDOR EARTH TECHNOLOGIES, INC <br /> -- - -�- — -GEOLOGICAL LOG - - =P-ROJECT NO 3849C_— ------DATE 5-6-04 _ <br /> PROJECT Former Transit Facility <br /> CONDOR SB-6 CLIENT Raymond Investment Corp <br /> LU � co Uj .� _ Cl) WELL <br /> d 4 O O 0 z a O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> o -' �¢ Z m O a" J DIAGRAM <br /> 48" 20'-24' SILTY CLAY, orange/brown,moist, <br /> 21 stiff to very stiff, low plastic Imes, grades into <br /> SANDY SILTY CLAY with approximately _ <br /> 40%fine sand from 22 5-23 5',then back to <br /> SILTY CLAY with approximately 10% fine <br /> sand <br /> PID=87 <br /> 24 48" 24'-24 5' SILTY CLAY WITH SAND, orange/ <br /> SM brown,moist, stiff, low plastic fines,grades <br /> mto <br /> 24 Y-28' SILTY SAND,medium brown to <br /> orange/brown,moist,soft,approximately 65% <br /> fine to medium sand-predominantly fine,low <br /> 27 plastic fines,no odor <br /> PID=83 <br /> 46" 28'-31 5' SILTY SAND, medium brown to <br /> grayish brown,most, soft <br /> POORLY GRADED SAND lenses at 29 9- <br /> 30 3', 30 6-30 8',31 2-31 5' <br /> 30- <br /> 48" CL 31 5'-33' SILTY CLAY, orange/brown very PID=7 3 <br /> moist, stiff, approximately 10%fine sand,low <br /> 33 plastic fines,weak odor <br /> ML 33'-36' SANDY SILT, orange brown, moist to <br /> wet, soft, low plastic fines, approximately 40% <br /> fine sand,no odor <br />�I <br /> PID= 88 <br /> 36 48" 36'-40' SANDY SILT, orangelbrown,wet, soft, <br /> low plastic fines, approximately 35%fine sand, <br /> no odor <br /> 39— <br /> PID=9 2 <br /> 9PID=92 <br /> Groundwater <br /> sample screen <br /> interval 36'-40' <br /> I Brown, silty <br /> 42 water No odor <br /> NOTES PID <br /> Background= 0 1 ppm <br /> PG. 2 OF 2 <br />