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"ROJECT NO. S8100-06-IIA <br /> BORING/WELL NO. ntW 6 <br /> F- r LL J 0 0 - <br /> wHW w E DATE DRILLED 4 25/95 WATER LEVEL (ATD) 65.0 WELL iEADSPACE <br /> C] 1J_ Z W J N F CONSTRUCTION (PPM) <br /> 11.1 W m J EQUIPMENT MOBILE B-61 H.S.A DRILLER WESTEX <br /> SOIL DESCRIPTION <br /> 0847 Stiff, moist, olive-brown, Sandy CLAY trace silt (CL) <br /> 26 <br /> 27 / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- j <br /> 28 Stiff, moist, light orange-brown, Clayey SILT trace <br /> sand <br /> (ML) <br /> 29 40 <br /> 52 MW6-6 j <br /> 30 0857 <br /> 31 <br /> 32 - <br /> 33 / <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 34 Dense, moist, red-orange brown, Silty, fine SAND <br /> 30 MW6-7 trace clay (SM) / 8 <br /> 35 0905 <br /> 36 1. I - <br /> 37 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 38 Stiff, moist, light brown, fine Sandy CLAY trace silt / <br /> 39 (CL) <br /> 76 MW6-8 -Slight odor 200 <br /> 40 0915 <br /> 41 <br /> 42 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 43 Stiff, moist, light olive-brown, Clayey SILT trace fine <br /> to coarse sand (MI ) <br /> 44 91 MW6-9 ?'0 <br /> 45 0930 -Slight odor / / `- <br /> 46 <br /> 47 <br /> 48 <br /> 49 71 AW6-10 Stiff, moist, reddish-brown, Clayey SILT trace fine to 140 <br /> 50 0943 coarse SAND (ML) <br /> 51 <br /> 52 <br /> 53I Dense, moist, light orange-brown, Silty, fine SAND <br /> jtrace clay (SM) <br /> 54 49 W6-I 1 { f. -Slight odor / I6O <br /> Figure A-11, log of Boring MW 6 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 AT OTHER LOCATIONS AND TIMES. <br />