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CONDOR EARTH TECHNOLOGIES, INC <br /> �-- — - -GEOLOGICAL-LOG'- PROJECT NO =3849E _ ___ _—DATE _9-24,04____�- <br /> PROJ ECT Former Stockton Transit Facility <br /> i <br /> corrnoR <br /> MW-3 CLIENT Raymond Investment Corp <br /> H w� z 0 U) WELL <br />' CL o m O 0 z aa 0 ca SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> W Z 0 W" a-� DIAGRAM <br /> 0 <br /> 1 <br /> 35 - <br /> SC 35'40' CLAYEY SAND,orange brown,moist PID 0 0 ppm - <br />' to very most,approximately 60%fine sand, No odor <br /> low plastic fines, cohesive <br /> 40 <br /> ML 40'-42' SILT WITH SAND, orange/brown, PID=0 0 ppm - <br /> moist, approximately 20-25%fine sand, low <br />�{ SC lastic fines, cohesive No odor <br /> 42'-47' CLAYEY SAND, orange,moist, <br /> approximately 55%medium sand,low plastic <br /> 45 fines PID=0 0 ppm <br /> Complete boring to 47' <br /> 50 <br /> 55- <br /> 60- <br /> 65- <br /> 70-- <br /> NOTES <br /> 5606570NOTES PID=Photoionization DetectorPp m= arts per million <br /> P <br /> PID background=0 0 ppm <br /> 1 PG. 2 OF 2 <br />