Laserfiche WebLink
a. �%� %%01011 <br /> egged By: Date Drilled: Drilling Contractor: Method/Equipment. Boring Number: <br /> Hollow Stem Auger <br /> M.B.K. 11/21/96 Mitchell Drilling CMF-75 SB-2 <br /> ee end to Boring Ground Groundwater Elevation(fr.): Total Drive Drop <br /> sampling method, gs" or Diam.(in.): Elev.(fr.): p <br /> classifications and laboratory -18.00 Depth(ft_); wt.(lbs.): Dist.(in.): <br /> r.. test methods 8 0.00 = 50.0 140 30 <br /> Wellv r~ <br /> = 3 Description <br /> Construction � a o P H a <br /> r... <br /> ASPHALT: 2" thick <br /> FILL: <br /> (SP) SAND, fine grained, moderate brown, moist, no <br /> �.. petroleum odor <br /> T 5 <br /> (SP) Same as above, moist, no petroleum odor <br /> r,. <br /> Backfilled IO <br /> • (SP) Same as above, moist, no petroleum odor <br /> 46.8 with cement <br /> slurry <br /> +r <br /> 15 - - - ------------- -- - -- -- -- - -- - - <br /> (SW)SAND, fine coarse grained, predominantly fine to <br /> 9 medium grained, moderate brown, moist, no petroleum r SB2-7 <br /> Fodor -• <br /> 9 <br /> .� - - --- --------- --- - -- --- - - - � SB2-8 <br /> 11 : <br /> (SM-ML)Silty SAND-Sandy SILT, fine grained, light <br /> r %brown, slightly moist SB2-9 <br /> 20 6 b wn,Lwet Clayey tif SILT-Silty CLAY, fine grained, light J <br /> SB2-IO <br /> Lr -- - --- ---- ---- ------- -- - - - - - - - -- <br /> - <br /> T 7 (SM)Silty SAND, fine to medium grained, light brown, SB2-11 <br /> 1() medium dense SB2-12 <br /> 25 16 <br /> - -- - --- ---- ------- -- -- -- - - - -- - <br /> 6 (ML)Sandy SILT with CIay, fine grained, brown, very SB2-13 <br /> 8 stiff SB2-14 <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling. Predominant material <br /> types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated. Descriptions on this log apply only at the specific <br /> location at the time of drilling and may not be representative of subsurface conditions at other locations or times. <br /> Project No. 40007-097-01 Date Nov. 96 Lag of Boring <br /> i... Figure <br /> A-5 (sheet 1 of 2) <br />