Laserfiche WebLink
PROJECT NO S8100-06-18A <br /> = w o BORING/WELL ELL NO <br /> �zl j at(n -j 8/5196 P1D <br /> ©M Ld W W(n � Z DATE DRILLED 8/6196 WATER LEVEL(ATD) 60 0 WELL HEADSPACE <br /> w w--I N CONSTRUCTION (PPM) <br /> a GO EQUIPMENT BK-81 DRILLER V& W <br /> ' SOIL DESCRIPTION <br /> 26 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> ' Hard, moist, dark brown, Silty CLAY (CL) ° a <br /> 27 <br /> /MR <br /> O <br /> 28 a Q <br /> ' 0 A <br /> 30 24 W25-30 i Dense, dry, dark brown, Silty SAND (SM) D ° v < 1 <br /> 1530 <br /> 31 I a n <br /> I ° o <br /> 32 { � I <br /> 33 v <br /> { I <br /> 3 1 I gQ q <br /> 4 o <br /> o a <br />' 3s { II <br /> 36 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ - - - - - - - 0D � D <br /> 37 Q a <br /> ° o <br /> 38 o a <br /> 39 ° A <br /> q o <br /> 40 52 `1540 0 Very hard, moist, dark brown, Silty CLAY (CL) Q Q < l <br /> 41 a a <br />' 42 � d u � <br /> 43 o a <br /> i 44 0 ° <br /> O B <br /> 45 a p <br /> 46 o 0 <br /> O O <br /> 47 a a <br /> 48 O O <br /> a a <br /> 49 a a <br /> 50 5$ h IW25-50 _ - - - - - - - 23 <br /> 51 1545 Very dense, moist, brown, fine to coarse SAND (SP) <br /> 152 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 53 Moist, brown, Sandy CLAY (CL) <br /> 54 <br /> Figure A-5, log of Boring MW 25 Continued Next Page cyto <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 />