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s - <br /> a <br /> ...., <br /> Legend: <br /> A' <br /> Asphalt and Aggregate Base <br /> MW-4 MW-3 <br /> (25.97) (25.56) CL U.S,C,S, Symbol <br /> Approximate Contact Between <br /> Soil Types <br /> silt Snt 2 HNu/Detector Tubes <br /> Ciay <br /> CL o Water Level <br /> H <br /> _ND Screen Interval <br /> T D, Total Depth <br /> SP <br /> :SW <br /> T <br /> r Sand <br /> Sand <br /> 10 <br /> SP W <br /> (U <br /> U <br /> - Sllt ML (L <br /> 5 <br /> Cfay0. Clay i <br /> of <br /> Silt. HL &(t <br /> 0 <br /> T.D. 24.18 ft. <br /> May CL d <br /> E <br /> X <br /> T.D. = 26,5 ft. O <br /> S <br /> CL <br /> CL5 <br /> 15 0 15 30 <br /> Approx;mate Horizontal Scale (feet) <br /> FIGURE 4 <br /> Geologic Cross-Serstion A-A' <br /> Moore Petroleum, Inc. <br /> 5491 F Street <br /> ------------ — <br /> Banta, California <br /> PROJECT NO. PREPARED BYt <br /> 10-90-481 Natians <br /> AUTOCAD NO. REVIEWED BY, Groundwater <br /> 90-461-1\C Associates - <br />