Laserfiche WebLink
PROJECT NO S8100-06--18A <br /> W BORING/WELL NO, <br /> nHW UJ W w M M z z DATE DRILLED 8/6/96 WATER LEVEL(ATD) 600 WELL HEADSPACE <br /> F- CONSTRUCTION (PPM) <br /> W m EQUIPMENT BK 81 DRILLER V& W <br /> ' SOIL DESCRIPTION <br /> o <br /> e ° <br /> 26 <br /> ' <br /> o <br /> 27 a <br /> 0 0 <br /> 28 a Q <br />' 29 - - - - - -- -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° o <br /> 30 47 W26-30 Very dense, moist-dry, dark brown, Clayey SILT (ML) o a d G l <br />' 1145 ° a <br /> 31 <br /> 0 0 <br /> 32 <br />' o v <br /> 33 <br /> 9 4 <br /> 34 d p <br />' 35 o a <br /> 36 <br /> - - - - - - - - - - �- - - - - - - - - - - - - - -� <br /> - - - - - - - - - - - - - na po <br /> 37 Moist, dark brown, CLAY with silt (CL) a a <br /> o 0 <br /> 38 o a <br /> 39 a a <br /> ' 40 41 W26-40 - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- da aQ < 1 <br /> 1200 Very dense, moist-dry, dark brown, Clayey SILT with <br /> 41 fine sand (ML) a a <br /> ' 42 0 p 0 b <br /> 43 o a <br /> 44 0a � ° <br /> 45 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - a p <br /> ' 46 Moist, dark brown, CLAY with silt (CL) 0 0 <br /> a a <br /> 47 a <br /> 48 0 0 <br /> o a <br /> 49 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° 0 <br /> 50 32 W26-50 Very stiff, moist, dark brown, Silty CLAY with fine 3 7 <br /> 1210 to medium sand (CL) <br /> 51 1 I - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - <br /> ' S2 Moist, brown, fine to coarse Silty SAND (SM) _ - _ - _ - - - 1001 <br /> 53 Moist, dark brown CLAY with silt (CL) <br /> 54 <br /> r,gure A-8, log of Baring MW 26 Continued Next Page Csto <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 />