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r <br /> Project No. 90161a,e <br /> 7 .lune 1990 <br /> LOGGED BY 3C DATE DRII,I,ED� <br /> 6 1190 ;30Rl:.0 DIAMETER' 611 BORING NO. 6 <br /> _ <br /> _.. a '59 �' h E MISC. <br /> L, LAB <br /> a $ SOIL DESCRIPTION RESULTS <br /> n <br /> Tank Removal Location <br /> Asphalt pproximate y <br /> 1 <br /> Gravel Approxitely 4" <br /> ma <br /> Medium brown medium to fine grained SM <br /> „ 2 clavey silty SAND, moist, loose <br /> 1 <br /> 3 Fill Material <br /> 4 Easy drilling <br /> 5- <br /> 9- <br /> 12- <br /> 0- <br /> 912I Light brown grey, very silty CLAY, moist CL <br /> 1 hard, no visible fractures;-:light brown gp 16 Asphalt <br /> I -1 lines in dancer material drier than fragment fell <br /> surrounding material, hard pan down hole i <br /> I <br /> 28 102 21 <br /> -' -2 Bulk D <br /> 167 a <br /> Y Y SILT, ML 16' to 20' <br /> ver sand <br /> -2 Light brown clayey, <br /> I b moist, dense <br /> i <br /> I <br /> L <br /> 2 <br /> TEST BORING TERMENATED AT 20 FEET <br /> ------ -- ------- - <br /> TEST BORINGS <br /> -- -- ------- -- ----— -- ------- FIGURE Nd. -- —LOG Ol <br /> YO>L NGDr1I•II. <br /> � �cnsucm•r�as i�r.. <br /> ` 1 _, uum.crr.o.rnrrwer..u..ua ?:1 <br /> s <br />