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SAMPLING SOIL BORING SB-19 <br /> CU DRILLING METHOD Hollow Siem Auger 8 <br /> C1 a CC <br /> SAMPLING METHOD Drive Sample Split spoon-Continuous Core <br /> CL w DATE COMPLETED 0513195 <br /> C1 CD N - - <br /> 'j 0 <br /> 0"' u SYMBOLS DESCRIPTION <br /> AC -,__ASPHALT - <br /> SM Fill brown SILTY SAND, very fine to fine grained,dense,moist, well - - <br /> graded, micaceous,no pores <br /> 5 DS 12 18P2 <br /> CL Dark brown, CLAY, stiff most, trace medium grained sand MC<PL, no <br /> pores <br /> ML Olive grey SANDY SILT, medium dense,most,very fine grained sand, well <br /> 10 DS 522 14 18/12 graded, blocky structure, micaceous,hydrocarbon odor,pores up to 0 <br /> 0 5mm <br /> 15 DS 769 16 18/12 Color change to brown with olive grey mottling Increase in sand 5 <br /> Z content <br /> SM Brown SILTY SAND, fine grained sand, medium dense,moist,well graded, <br /> weakly cemented zones, micaceous <br /> a <br /> 0 <br /> 20 DS 955 15 18/12 20 <br /> 1463 <br /> CC 42/42 Color change to olive grey <br /> 488 <br /> Brown mottling <br /> 25 DS 262 14 18/9 Color change to yellowish red 25 <br /> CC 42/42 <br /> 120 <br /> 30 DS 44 14 18/f2 30 <br /> 23 -----------_--------------------------------------- <br /> CC 42136 ML Brown to yellowish red, SANDY SILT, fine sand, medium stiff,morst, well <br /> graded, micaceous, trace olive grey layers, trace white seams <br /> 118 Brown clayey silt very fine sand, trace sand,moist, stiff <br /> 35 pS 19 135 <br /> SOIL BORING SB--19 <br /> Monitoring Report <br /> American Forrest Products Company <br /> Dames Maore Stockton <br /> 15$85-015-044 Page 1 of 2 <br />