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CONDOR EARTH TECHNOLOGIES, INC <br /> --it "�`-�` GEOLOGICAL L-OG-'— —P_ROJECT NO _3849C _DATE 5-b-04T <br /> PROJECT Former Transit Facility <br /> CONDOR SB-5 CLIENT Raymond Investment Corp <br /> i <br /> U <br /> � -- d � Z <br /> LU � � (D (n WELL <br /> w 0- O O Z Q z CL O 0 SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> < p 0 — DIAGRAM <br /> C <br /> approximately 20%fine to medium sand, no <br /> 44" SM odor <br /> i 20'-21 5' SILTY SAND,orange/brown,moist, <br /> 21 low plastic fines, approximately 60%fine sand, <br />' CL no odor <br /> 21 5'-24' SILTY CLAY WITH SAND, orange/ <br /> brown, stiff,moist, low plastic fines, <br />' approximately 20%fine sand,no odor <br /> PID=67 <br /> 24 4$" 24'-28' SILTY CLAY,orange/brown, <br /> moderately moist, stiff, low plastic fines, <br /> approximately 10%fine sand, increasing silt <br /> component at approximately 26' and sand <br /> increases to approximately 15%(fine) to <br /> SILTY CLAY WITH SAND <br />' 27 <br /> PTD=96 <br /> 44" SM 28'-31' SILTY SAND, orangelbrown, <br /> moderately moist,medium dense,low plastic <br /> fines,approximately 60%fine sand(poorly <br /> 30 graded),no odor,grades into <br /> CL 31'-36 5' SANDY SILTY CLAY,orange/ PTD=3 3 <br /> brown with mottled light brown pods,very <br /> 42" moist,stiff, low plastic fines, approximately <br /> 35%fine sand, no odor <br /> 33 <br /> PID=81 <br /> 36 44" <br />' SM 36 5'-38' SILTY SAND, orange/brown, <br /> saturated,soft, approximately 60%fine sand <br /> ML 38'-39' SANDY SILT WITH CLAY, grades <br /> 39 Into <br /> 5P 39'-40'POORLY GRADED SAND, orange/ <br /> brown, wet, soft,approximately 90%fine to PID—6 6 <br />�} medium sand no odor Groundwater <br /> sample scfeen <br /> interval 36'-40' <br /> Brown, silty <br />' 42 water No odor <br /> NOTES PID Background= 0 4 ppm <br /> PG. 2 OF 2 <br />