Laserfiche WebLink
BORING 8 <br /> DRILLED: 2/28/02 <br /> 0 <br /> Cl- DARK GRAY-BROWN FINE TO COARSE SANDY SILTY FILL <br /> CLAY WITH GLASS,GRAVEL, BRICK RUBBLE-STIFF, <br /> MOIST <br /> 19 ML' LIGHT BROWN FINE TO COARSE SANDY CLAYEY SILT <br /> WITH RUBBLE—STIFF <br /> 3 123 10.5 32 <br /> CH DARK GRAY-BROWN FINE SANDY SILTY CLAY—VERY <br /> STIFF <br /> GRADING WITH LESS SAND AND MORE SILT <br /> 28 <br /> 6 ML GRAY-BROWN CLAYEY SILT—VERY STIFF,SLIGHTLY <br /> MOIST <br /> e• <br /> m <br /> w <br /> w <br /> z 9 <br /> H <br /> x 28 DARK BROWN, GRADING WITH MORE CLAY <br /> H <br /> a <br /> 107 21.4 <br /> 12 <br /> GRADING WITH MORE FINE SAND AND LESS CLAY, <br /> STIFF <br /> 20 <br /> 75 <br /> u °" NOTES: <br /> Q4 H <br /> 1 THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> F HONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> F 2 NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> v� z PLATE 10. <br /> Q 3 FREE GROUNDWATER NOT ENCOUNTERED IN BORING 8. <br /> y 4 SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> � E q <br /> a u] m <br /> x <br /> z <br /> ■GBOkd10icW IIIc <br /> LOG OF BORING I=- <br />