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SAMPLINGSOIL BORING SB-19 <br /> q o DRILLING METHOD Hollow Stem Auger 8 <br /> SAMPLING METHOD Drive Sample Splitspoon-Continuous Core <br /> o` cn DATE COMPLETED 0513/95 <br /> CL o w <br /> 35 q' Lr) SYMBOLS DESCRIPTION <br /> ML 35 <br /> CC <br /> CL Bro.rn, SILTY CLAY, very stiff,moist, trace fine sand, trace white seams, --- <br /> MC<PL, medium plasticity <br /> 40 DS 41 18/14 ----- — 0 <br /> M,M Brown SILT SAND/SAND SILT,very fine to fine grained sand, very dense <br /> CC 1 t 41 42/42 SM __ SANmoist,well graded micaceous, trace pores up to 10 mm <br /> BRDWN,SILTY D, very hire to fine grained dense, moist, well graded, <br /> light brown seams <br /> Increae in sand content decrease in silt content, color change to <br /> 45 DS 32 18/16 yellowish red, trace pores to 0 5 mm, trace black oxide, micaceous 5 <br /> Increase in moisture content <br /> CC 42/42 <br /> Color change to grey, iron oxide staining <br /> 50 DS 26 l8/9 0 <br /> cuv <br /> Bottum of Boring 5t bgs <br /> L_ <br /> Q <br /> o NOTES <br /> 55 I B-INCH DIAMETER BORING ADVANCED TO 515 FEET 5 <br /> BELOW GROUND SURFACE ON 5/3/35 <br /> 2 BORING GRANTED FROM 515 FEET bgs TO SURFACE <br /> WITH 3%-5%BENTONITE GROUT <br /> 130- <br /> -60 <br /> 65- <br /> --65 <br /> 70 70 <br /> SOIL BORING SB-19 <br /> �'Or' <br /> 15885-015-044 <br /> Page 2 of 2 <br />