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B' <br /> B SB-3 <br /> 40 PMW-3 Approx.EI.40' <br /> 38.68'EI. TOC <br /> 35 <br /> r <br /> 1 � { <br /> W 30 NDIO OI3INDIND: <br /> W ND/0.0074/NDIND' yr <br /> rc�a <br /> � IE <br /> p ND/ND/ND/ND �z Y <br /> ND/ND/ND/ND x <br /> i M I _ n <br /> 20 One inch– 10 <br /> NDIND/ND/ND ' �; <br /> 15 —Q — Approximate Water Table Elevation <br /> O TPH-G B/TIE/X Soil analyses concentrations (inWKg) <br /> ENGINEERED FILL: Clayey SAND(SC),trace gravel <br /> QUATERNARY ALLUVIUM: <br /> Silty CLAY/clayey SILT(CLIML) Sandy CLAY to clayey SAND (CL/SC) <br /> Clayey SAND(SC) Fine to medium SAND (SP) <br /> Sandy CLAY(CL) Clayey sandy GRAVEL,(GP) /ACONSTRUCTION TESTING&ENGINEERING,INC. <br /> GEOTECHNICAL AND CONSTRUCTION ENGINEERINGTESTING AND IMSPEUMN <br /> 2414 VINEYARD AVENUE,STEL ESCUNDIDOCA.920-9(760)7464955 <br /> @iOGRatLY(1JNC. <br /> • <br /> CROSS SECTION B-B' L Ll 20-0445B <br /> CINTRA PARK HONIFS,PHASE II s� NO SCALE <br /> TRACY,CALIFORNIA <br /> A 7198 4 <br /> NGRAPHICS IEPROIECIs11o�2335.CC�1P[AC.CVS <br />