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PROJECT NO S8100-06-18A <br /> } BORING/WELD.. NO. mw25 <br /> c� <br /> ~ ~ aN \ (L 815196 PID <br /> LU ILL Z W z T DATE DRII LED 816196 WATER LEVEL(ATD) 600 WELL HEADSPACE <br /> �fY-J U1 F_ CONSTRUCTION (PPM) <br /> im J EQUIPMENT BK-81 DRiI LER V& W <br /> ' SOIL DESCRIPTION <br /> I <br /> 56 <br /> ' 57 <br /> 58 <br /> ' 59 19 h LW25-60 <br /> 0835 - - - - - - - - - - - - - - - - - - - - - <br /> 60 Dense, wet, brown, Clayey SILT(ML) 1 <br /> ' 61 <br /> 62 <br /> ' 63 <br /> 64 <br /> 1 65 18 h IW25-65 <br /> 0840 <br /> 66 <br /> 67 <br /> 68 <br /> 69 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 70 51 W25 70 1 <br /> 0850 Very Ve dense, wet, brown, fine to coarse SAND (SP) <br />' 71 <br /> 72 <br /> 73 <br /> I74 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 75 50 W25-75 Very hard, wet, brown, CLAY with silt and fine sand c I <br /> 0855 (CL) <br /> 77 BORING TERMINATED AT 76 FEET <br /> 78 <br /> 79 <br />' 80 <br /> 81 <br />>� 82 <br /> 83 <br /> 84 <br /> Figure A-6, log of Boring MW 25 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 />