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SAMPLING SOIL BORING SB-20 <br /> DRILLING METHOD Hollow Stem Auger 8 <br /> CL <br /> SAMPLING METHOD Drive Semple Splitspoon-ContinuousCore <br /> CL 6w DATE COMPLETED 05/3195 <br /> N <br /> ro X d <br /> O <br /> 35 m vai SYMBOLS DESCRIPTION <br /> ML <br /> 35 <br /> cc 42/42 <br /> Increase in fine sand Sandy Silt Increase in white seams <br /> 17 Color Change Yellowish Red to brown <br /> 40 DS 31 18/9 0 <br /> cc 42/42 <br /> GL Brown sandy and SILTY CLAY,very stiff, moist, very fine to fine grained - <br /> 03 sand predommaat white seams <br /> 45 DS 34 18/10 5 <br /> CC 42/42 <br /> Increase in silt,decrease in sand clay <br /> - <br /> SM Brown SILTY SAND, very fine to fine grained sand, very dense,moist, well <br /> 50 DS 28 1819 graded, trace white seams, micaceous, trace olive grey seams LT=O 0 <br /> v ----------------------------------------------—-— <br /> Bottom of Boring 51 bgs <br />• o NOTES <br /> 55 1 8-INCH DIAMETER BORING ADVANCED TO 515 FEET 5 <br /> BELOW GROUND SURFACE ON 5/3/95 <br /> 2 BORING GRANTED FROM 515 FEET bgs TO SURFACE <br /> WITH 3%-5X BENTONITE GROUT <br /> 60 0 <br /> 65 5 <br /> 70 70 <br /> SOIL BORING SB-20 <br /> Monstoring Report <br /> American Forrest Products Company <br /> Dames G Moore Stockton <br /> 15885-015-044 Page 2 of 2 <br />