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SAMPLING SOIL BORING SB-20 <br /> DRILLING METHOD Hollow Stem Auger 8 <br /> CL ,C> ccSAMPLING METHOD Drive Sample Sphtspoon-Continuous Core <br /> Z Q o �, <br /> DATE COMPLETED 05/3/95 <br /> a p w <br /> O U <br /> m v SYMBOLS DESCRIPTION <br /> AC _ASPHALT <br /> SM Brown SAND SILTY very fine to fine grained, dense most poorly graded -� <br /> 5 DS 15 18/12 <br /> ML -Brown SANDY SILT, very fine to fine grained, stiff, moist, poorly graded, <br /> weakly cemented zones <br /> 10 DS 13 18/12 0 <br /> SM Brown SILTY SAND, very fine to line grained, dense moist, poorly graded <br /> 15 DS 442 17 18112 5 <br /> 53 8 <br /> as <br /> -------------- <br /> ML Brown SILT with sand,some very fine grained sand, stiff moist, trace <br /> cm pores, up to 0 5mm trace olive grey mottling blocky structure <br /> 20 D5 21 18/15 20 <br /> CC 42/42 <br /> 2429 SM Yellowish red SILTY SAND, fined grained, dense,moist,well graded, <br /> micaceous <br /> 25 DS 21 18/9 25 <br /> _ - - <br /> CC 42/36 ML Yellowish red, SILT with sand, some fine grarned sand,moist, stiff <br /> _ <br /> SM,ML Yellowish red, SILTY SAND/SANDY SILT, very fine grained sand, trace <br /> 1398 olive grey layers <br /> 30 DS 35 18/12 3Q <br /> ML Yellowish red to brown SILT with very fine grained sand,moist, well <br /> CC 42/36 graded, trace pores up to 0 5 mm trace olive grey mottling <br /> 37 <br /> 35 DS l5 3 Color change to brown, some white seams,trace weakly cemented zones 135 <br /> I <br />. SOIL BORING SB-20 <br /> Monitoring Report <br /> Dames Moore American Forrest Products Company <br /> Stockton <br /> 15885-015-044 Page I of 2 <br />