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r-h r �vU �Lj <br /> ppR 31989 <br /> ENS MR I sE V cEs`tN <br /> EAST <br /> WEST <br /> PROPOSED FINISHED GRADE <br /> +20 ORIGINAL GROUND SURFACE B_2 B-3 <br /> +20 <br /> B-1 <br /> -- - -- - -- --- - - --n - - - -- - - -- - - - - -- <br /> - <br /> i +10 <br /> +10 <br /> Loose to medium dense <br /> silty SAND d SAND w/glass <br /> - = or Q <br /> GLASS w/sand &silt - <br /> r <br /> 7_- 0 <br /> INS IN, <br /> IN M <br /> m Stiff to very stiff -10IN m <br /> 41 _10 lean CLAY <br /> lL w/sand seams a occ. layers > <br /> Z O <br /> O Z <br /> F- <br /> a <br /> > T <br /> J -20 ?-- -? 7 20 m <br /> W ? ? <br /> Dense to very dense <br /> LEGEND silty SAND& SAND <br /> El silty SAND --� -30 <br /> -30 j <br /> 20' SAND ? <br /> ® leen CLAY Very stiff lean CLAY <br /> 10, SCALES <br /> _40 ® GLASS -40 <br /> Vi17-1-171 <br /> i: w/glaas <br /> Q Water Level <br /> c Dec '88 <br /> -SO <br /> NATES: 1. See Plate E for the location of thl. .rare section. <br /> 2. Data concerning subsurface conditions GENERALIZED SOIL PROFILE A—A' <br /> havebeen obtained at boring locations only. 4tuai <br /> condi done at I...clone bet...n borings may differ San Joaquin Site 3058 <br /> from the generalized cross section shown here. <br /> PLATE 34 <br /> McClelland <br />