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' 1 <br /> Southeast <br /> Northwest Tie with Cross Section A-A' <br /> TOC B B9 <br /> Elevation <br />' MSL <br /> (Phase 1) Approximate ground surface (sidewalk) <br /> Depth BelowN�12.83' 13.5' (Approx.) 13.14' 13 171 <br /> Ground Surface MW_5 MW-3 MW-7 <br />' 0 � <br /> ZONE 1 til Fill <br /> Slit and clay <br /> 10 � <br /> Slit and clay Sand <br /> I <br /> Silt and clay <br /> I <br /> ZONE 2 <br /> 20 <br /> Sand <br /> Potentiometric Surface <br /> Measured December 30, 1988 <br /> 1 30 <br /> Sand <br /> ZONE 3 TD=36 5 feet <br /> Sand 1 <br /> 40 Sand <br /> ZONE 4 Silt and clay <br /> SO -38 02* Potentiometric Surface -38 33* <br /> -38 37* <br /> 60 Silt and clay <br /> Silt and clay <br /> Approximate <br /> TD=62 fee# TD=63 5 feet <br /> 5ca1e (feet) <br /> 10 <br /> 70 7 Sand <br /> Notes I GEOLOGIC CROSS SECTION B-B' <br /> 1 Refer to Figure 4 for location of cross section 1 SAN JOAQUIN COUNTY <br /> 2 Contacts are clashed where approximate i o <br />' 0 50 3 Ground surface elevation is assumed to be constant HUMAN SERVICES AGENCY BUILDING <br /> 80 Groundwater elevation relative to mean sea level TD=80 feel STOCKTON, CALIFORNIA <br /> Vertical Exaggeration SX <br /> (MSL) as measured on September 16, 1991 FIGURE 3 <br /> Asa <br />