Laserfiche WebLink
' DRILL RIG: Mobile B-56 • SURFACE ELEVATION: - • LOGGED BY: BAF <br /> DEPTH TO GROUND WATER 53 feet BORING DLAMETER: 8-inches DATE DRILLED: 5/4-5/95 <br /> d <br /> DESCRUMON AND REMARKS m ' 5. <br /> w 0 0, 8 jig <br /> u - <br /> r.r•r <br /> SAND, Gray brown (continued) C Very SP <br /> dense <br /> ririr <br /> r fi:ir RY <br /> fiJiJ pt', <br /> r•r•J fit <br /> 43 <br /> -V 0.5 <br /> r4i41 C':: <br /> Increased coarse sand :fir Dense 35 '' <br /> ririr <br /> r4i4i <br /> J•J•J <br /> 4.4• <br /> f•J•f <br /> r:r�J <br /> JiriJ <br /> 35 1 <br /> SAND, Brow mo well graded, occasional fine ravel C i' Dense SW " <br /> R 8 8 40 ':; <br /> SILTY SAND, Brown, moist, fine to medium sand C Very SM <br /> dense <br /> 50/6^ 1 <br /> 45 <br /> rVery moist at 48.5 -49 feet <br /> Increased day at 49 - 50 feet <br /> r 50/6" 0.5 <br /> SANDY CLAY, Brown, moist, low plasticity, fine to medium D Hard CL 50 s:: <br /> sand, minor silt <br /> 1 <br /> r SILTY/CLAYEY SAND, Brown, wet, well graded sand D Very SM _ <br /> dense SC :' S9 1 <br /> 55 <br /> Bottom of Boring - 55.0 feet <br /> r <br /> r <br /> 60 <br /> z vss eAF® EXPLORATORY BORING LOG-EB-2 <br /> NORTH CHEROKEE BURGER KING <br /> Lodi, California <br /> ID"EVASSOCIATES EB-2 <br /> rEnvironmental/Geotechnical/Engineering Services 1111-2A <br />