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A <br /> A' <br /> U1 UGS <br /> 0 <br /> 1 11171 DARK BROWNSANDY CLAYBROWNSANDY CLAY <br /> c-w.r. <br /> BROWSILTY CLAY <br /> J-14-aa 95(27) BROYW SILTY CLAY 25) <br /> 10 <br /> 3 <br /> w 96(28) BROWN SANDY CLAYEY SILT <br /> 15 <br /> x <br /> �- 4 <br /> n •: 127(6) <br /> 20 BROAN SILTY FINE TO COARSE SAND <br /> { 107(15) <br /> 110(14) BROYN SILTY FINE SAND <br /> JO <br /> Ma 78(14) BROWN SILTY VERY FINE SANO <br /> J3 <br /> BROWN SANDY SILTY CLAY <br /> 11J(la) <br /> 40 <br /> B B, <br /> U4 U2 <br /> 0 <br /> 1 1 <br /> 114(14) DARK BROWN SANDY CLAY l0a(1a) DARK BROW SANDY CLAY <br /> 5 <br /> 2 <br /> BROWN SANDY CLAYEY SILT 2 BROWN SANDY CLAYEY SILT <br /> 95(23) �1a) <br /> 10 <br /> HAMPSTEAD COURT <br /> KOSTER R0. AT EDNA CT. <br /> SCALE TRACY, CALIFORNIA <br /> so AN no=is a <br /> ROW MM ran SOIL PROFILE <br /> QUALITY CONTROL INSPECTION <br /> �arcveacAx 7S MMSATrOM-TXSTDO LAWWAlvtm <br /> The lines deolpnatlnp the Interface between types of •o/l• on the soil profiles 1�OL �a AVW.. �o a- <br /> are deternlned by Interpolation and are therefore approximations. The roocatA a. ws� <br /> transltIan between the materials may be abrupt or gradual. Only at the berinp aAif 24-UM--aa <br /> location• should profiles be aonm/dered a■ roe onaYly accurate. �' CC-33-�C-2 <br /> icrylLDMLOL 13553 <br /> FLA t Ween <br />