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"T�l OJECT NO. S8100-06-IIA <br /> <C 1=X(n LL o <br /> BORING/WELL NO. <br /> Cl-Hw w(n(n E z z DATE DRILLED 4/25/95 WATER LEVEL (ATD) — 64"0_ WELL iEADSPACE <br /> O LL. Z W Zr C f- CONSTRUCT 1011 (PPH) <br /> � m J EQUIPMENT MOBILE B-61 II.S.A DRILLER_ WESTEX <br /> SOIL DESCRIPTION <br /> 1750 Stiff, moist, olive-brown, Sandy CLAY trace silt (CL) <br /> 26 j <br /> / <br /> 27 i/ <br /> - - - - - - - - - - - - - - -- <br /> 28 Stiff, moist, yellow-brown, Clayey SILT trace fine <br /> _ sand (ML) j <br /> 29 70 MW7-6 / ' j <1 <br /> 30 0750 <br /> 31 <br /> - 32 _ <br /> 33 1" j"-I Dense, moist, yellow-orange brown, Silty, fine SAND <br /> trace clay (SM) �/ <br /> 34 40 MW7-7 { f" //. <br /> / <I <br /> 35 0800 I �.I -X/, <br /> 36 <br /> { - - - - - - - - -- - - -- - / / <br /> 37 - - - - - - - - - - - - - - - - - - - - - - - - j / <br /> Very dense, moist, light reddish-brown, Sandy CLAY _/ <br /> 38 (CL) <br /> 39 93 MW7-8 / <1 <br /> 40 0812 <br /> 41 <br /> 42 <br /> 43 Stiff, moist, light brown, Clayey SILT trace fine to <br /> 44 coarse SAND (ML) j <br /> 94 MW7-9 / <1 <br /> 45 0825 % <br /> j <br /> 46 <br /> 47 <br /> 48 <br /> 49 72 W7-10 3.5 <br /> 50 0839 / <br /> Stiff, moist, light brown, Clayey SILT trace fine to <br /> 51 coarse sand (ML) <br /> 52 / <br /> 53 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; <br /> I -I Very dense, moist, light brown, Silty, fine grained <br /> 5475 W7-11 I SAND trace clay (SM) l00 <br /> r - <br /> Figure A-14, log of Boring MW 7 Continued Next Page SYD <br /> NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND <br /> AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS Al OTHER LOCATIONS AND TIMES. <br />