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CONDOR EARTH TECHNOLOGIES, INC <br /> I� w — — -- _ _GEOLOGICAL LOG_ _ PROJECT NO w3849C _ DATE 5-5-04 W <br /> PROJECT _Former Transit Facility <br /> CONDOR SB-1 CLIENT Raymond Investment Corp <br /> I <br /> Uj <br /> 7 � Z j ^ zp rn WELL <br /> w g Op z 0_ 6 <br /> � U) SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> I' a m O w " DIAGRAM <br /> 48" 20'-24' SILTY CLAY,medium orange/brown, <br /> 21 moist, medium stiff,approximately 10%fine <br /> sand,no odor <br /> I' 24 PID-01 <br /> 48" 24'-28' SANDY CLAY,medium orange brown, <br /> moist,medium stiff,approximately 35% fine <br /> 11 to medium sand,no odor <br /> 27— <br /> PID 0 9 <br /> 7PID=09 <br /> 34" 28'-30' SANDY SILTY CLAY,medium brown <br /> I gray,moist, medium stiff,approximately 40% <br /> fine to medium sand,no odor <br /> 30 <br /> SP-SM 30'-32 5'POORLY GRADED SAND WITH <br /> i <br /> r1 14 SILT,approximately 70%fine grained sand, <br /> t) c I low plastic fines <br /> { I F PID=01 <br /> 48" r f 7 i i <br /> 33 SM 32 5'-36'CLAYEY SILTY SAND,moist to we <br /> at approximately 33',orange brown, <br /> + approximately 60%fine to medium sand- <br /> predommantly fine, cohesive, low plastic fines <br /> = <br /> 36 <br /> 48" CL 36'-37' LEAN CLAY,orange/brown,moist, PID 02 <br /> medium stiff to stiff,approximately 5%fine <br /> II sand, grades into <br /> 37'-38' SILTY SANDY CLAY,orange/brown, <br /> SP wet to moist,low plastic fines,approximately <br /> I 40%fine to medium sand <br /> 39 38'-40'POORLY GRADED SAND WITH <br /> SILT, orangelbrown,wet,soft,low plastic PID=0 3 <br /> fines no odor Groundwater <br /> h sample screen <br /> interval 36-40' <br /> Brown, silty <br /> I+ 42 water No odor <br /> I' <br /> NOTES PID Background= Q 1 ppm <br /> Ii PG. 2 OF 2 <br />