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PROJECT NO 58100-06-18A <br /> BORINGIVMLL NO <br /> } <br /> H f" it u~i J 0 <br /> J PID <br /> WWWF1LL Z cn Q Z = DATE DRILLED 817!96 WATER LEVEL(ArD) 60 0 WELL HEADSPACE <br /> W w—i V) CONSTRUCTION (PPM) <br /> a m J EQ(JIPMENT BK 81 DRII I ER V& W <br /> SOIL DESCRIPTION <br /> 26 <br /> 27 <br /> 28 <br /> ' 29 <br /> 30 34 VM 1-30 12 <br /> ' 1100 <br /> 31 Dense, moist-dry, brown, fine Sandy SILT with clay <br /> (M L) <br /> 32 68 -Geotechnical sample <br /> ' 33 <br /> 34 - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />' 35 Moist, brown, Silty CLAY (CL) <br /> 36 <br /> 37 <br /> 38 <br />' 39 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 40 47 VNI1-40 Very stiff, moist-d brown, Silt CLAY (CL) 156 <br /> 1120 rY moist-dry,� Y <br /> 41 <br /> 42 <br /> 43 <br />' 44 <br /> 45 <br />' 46 <br /> 47 <br />' 4$ <br /> 49 <br />' 50 40 M 1-50 50 <br /> 1140 <br /> 51 -Stiff <br /> S240 - - -- - - - - - - - - -- - - - - - - - - -- - - - -- - - - - - - - - - - - - <br /> 53 Hard, moist, brown, Silty CLAY (CL) <br /> -Geotechnical sample <br /> 54 <br /> Figure A-11, log of Baring VM 1 Continued Next Page CS10 <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 />