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m a .. �_ _ <br /> ' SAMPLING <br /> MW-2Awty u <br /> 'L k�� Z <br /> x wa DATE DRILLED: <br /> f Many W <br /> >. a ELEVATION: <br /> W a zi <br /> G <br /> 0. SYMBOLS OESCRIPTION <br /> — <br /> 0 - 3" Asphalt paving <br /> 3"-10' Brown, silty clay, medium stiff, <br /> dry, medium plasticity <br /> MMr <br /> V <br /> Ef <br /> 5. C 40 CL <br /> Q <br /> cc <br /> O <br /> i.. F. <br /> W <br /> 10. C 64 10'- Dark Gray, moist, trace of fine <br /> >` SP 10.5' sand & fine angular gravels a <br /> 10.5'- Brawn to brownish-yellow, silty <br /> 18' sand, very fine grained, medium <br /> dense, d:y .� <br /> a <br /> W <br /> N <br /> a <br /> m <br /> 151 C 55 SM m <br /> y <br /> Increase in low-plasticity clay a <br /> fines. x <br /> 1 .5 <br /> 14.5' - 4:.5' <br /> b- 0' - 19.5' <br /> 16000-206-044 <br /> LOG OF RORI NG <br /> DAMES&MOORE <br /> MW-2A PLATE <br />