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PROJECT NO, S8100-06-1 I A <br /> QI.- o BORING/WELL NO. <br /> f- W U)tL J J <br /> W~W t j N Z Z DATE DRILLED 4/24/95 WATER LEVEL (ATD) 64'p WELL HEADSPACE <br /> O LL Z W J N H CONSTRUCTION (PPM) <br /> � m J EQUIPMENT MOBILE B-61 H.S.A DRILLER WESTEX <br /> SOIL DESCRIPTION <br /> �6 0938 Stiff, moist, olive-brown, Clayey SILT (ML) <br /> _ 27 / �' <br /> j28 <br /> 29 <br /> 68 MW8-6 Stiff, moist, tan-brown/olive-brown, Clayey SILT �: / <1 <br /> 0950 trace calcium carbonate (ML) <br /> - 30 j <br /> 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -" - <br /> 32 / <br /> Dense, moist, red-brown, Sandy SILT trace clay (ML) -110 <br /> 33 <br /> 34 37 MW8-7 <1 <br /> 35 100000/1 <br /> 36 <br /> 37 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 38 Stiff, moist, light olive-brown, CLAY trace silt (CL) <br /> j <br /> 39 68 MW8-8 / <1 <br /> 40 1010 <br /> 41 <br /> 42 Stiff, moist, olive-brown, Silty CLAY trace fine to <br /> 43 coarse SAND (CL) <br /> 44 68 MW8-9 /' / 2.5 <br /> 45 1030 / <br /> 46 j <br /> 47 <br /> 48 <br /> 49 58 W8-10 Stiff, moist, light olive-brown, Silty CLAY trace sand 6.5 <br /> 50 1100 <br /> 51 <br /> 52 <br /> 53 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> -I Very dense, moist, light brown, Silty, fine SAND (SM) <br /> 54 87 W8-11 �"� 24 <br /> I <br /> Figure A-17, log of Boring MW 8 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 1S NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />