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NORTHEAST <br /> SOUTHWEST PROPOSED FINISHED GRADE <br /> +20 <br /> +20 ORIGINAL GROUND SURFACE 13-6 B-5 <br /> B-2 <br /> __-______ --------- ---- <br /> +10 <br /> +10 Loose to medium dense :. g7 / <br /> silt SAND 8 SAND w/glass Loose to medium dense <br /> y {. silty SAND d SAND w/gla sa <br /> = Q or or <br /> = GLASS w/send b silt , _ GLASS w/sand S slit <br /> 7 <br /> ? 7 ---- ? 0 <br /> M <br /> m Stiff to ver <br /> y.stiff -to Mm —10 lean CLAY < <br /> LL /sand seams 8 Oce. layers D <br /> Z O <br /> O Z <br /> NSF <br /> _ -20 <br /> m <br /> LU -20 <br /> Dense to vary dense <br /> silty SAND 8 SAND <br /> LEGEND -30 <br /> 30- <br /> ? __? silty SAND <br /> Very stiff lean CLAY 20' <br /> SAND <br /> -40 10, SCALES ® leen CLAY -40 <br /> GLASS <br /> 11� <br /> ./glass <br /> 1-50 <br /> -a0 !1 Water Level <br /> Dec 'SS <br /> NOTES: I. See Plate 2 for the location of this crass section. <br /> z. Data concerning subsurface condition, GENERALIZED SOIL PROFILE B-B' <br /> have been obtained at baring locations only. Actual <br /> condition, at location, betweenboring, mar diner San Joaquin Site 3058 <br /> Iron the generalized crass ,act <br /> [on shown here. <br /> �ryMcClelland PLATE 35 <br />