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CONDOR EARTH TECHNOLOGIES, INC <br /> GEOLOGICAL LOG PROJECT NO 2993A DATE N/A <br /> PROJECT Six-Block Phase II <br /> T ica I Log CLIENT City of Stockton <br /> r <br /> -JJ. M � _ WELL <br /> a O °- O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> W m O X —'Z ) DIAGRAM <br /> UJ <br /> 35 X10 CL-MLThin bedded layers from 35to 43of * Variable sand content <br /> SILTY SANDY CLAY*, medium brown, <br /> moist, and sandy silt, medium brown, <br /> 0#1 10 saturated from 35-43' <br /> 100 <br /> 40- <br /> oo <br /> 10 <br /> CL CLAY,43'-45', medium brown,moist, stiff* * At approximately 44' <br /> poorly graded sand with <br /> 45 gravel,gray,wet <br /> Typical Boring terminated at 45 0 ft <br /> 50 <br /> 55 <br /> 60 <br /> 65 <br /> I <br /> 70 <br /> NOTES This typical log was developed by combining data from all borings taken for the project <br /> Smple= Sample Listed in the Sample No area are the typical sample depths for the borings represented by this Typical Log <br /> PG 2 4F 2 <br />