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:.I <br /> 106 February, 1968 SA 1 SA <br /> ' blar <br /> DEPTH DESCRIPTION ELEV. a PENETRATION—BLOWS PER FT. 1 <br /> FT. 470 0 10 20 30 40 60 80 100 sitil <br /> 0 FILL—SILTY CLAY bics <br /> 1'5 Of i <br /> of t. <br /> 465 with <br /> ALTERNATE LAYERS OF SILTY CLAY <br /> AND CINDERS,BRICK,GARBAGE, <br /> WOOD FRAGMENTS AND PAPER ; <br /> +` SANITARY LAND FILL <br /> 460• <br /> 14.0 <br /> ' 455 <br /> : I <br /> FIRM BROWN MEDIUM TO COARSE <br /> SAND WITH SEAMS OF FINE TO <br /> MEDIUM GRAVEL 450 <br /> I <br /> 25.0 445BORING TERMINATED I <br /> ! FIG. 1.—TEST BORING IN AN UNCONTROLLED SANITARY LAND <br /> 1 FILL IN CENTRAL GEORGIA <br /> J' <br /> DEPTH DESCRIPTION ELEV. a PENETRATION—BLOWS PER FT. <br /> FT. <br /> 0 475 0 10 20 30 40 60 80 100 <br /> 15 FILL-SSILTYCLAY ®®® <br /> .4 ALTERNATE LAYERS OF SILTY CLAY, <br /> GARBAGE,RUBBISH <br /> i 470 i <br /> . I <br /> 6.5 — <br /> j CONCRETE AND BRICK <br /> 9.0 <br /> ! ALTERNATE LAYERS OF SILTY CLAY, 465 <br /> t GARBAGE,RUBBISH <br /> i <br /> rL---I I I I 1 11 <br /> j 14.5 460 <br /> r <br /> FIRM TAN FINE TO COARSE SAND <br /> 18.0 -----------®..®® <br /> ' I , <br /> j l FIRM TO DENSE BROWN SAND WITH rH .455— <br /> I LENSES OF FINE GRAVEL <br /> take <br /> assoc <br /> 25.0 .450 chang <br /> BORING TERMINATED ; of he <br /> weigt. <br /> FIG. 2.—TEST BORING IN RUBBLE ZONE IN AN UNCONTROLLED effect <br /> SANITARY LAND FILL IN CENTRAL GEORGIA larly <br /> J, <br />