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x <br /> 30 B <br /> MW-2 a, _. <br /> {� (26.39) MW-5 <br /> C25.78} MW-3 Legend: <br /> 25 Fitt (25,56) ' <br /> I <br /> GV FU A Asphalt and Aggregate Base <br /> i MW-3CL CL U.S.C.S. Symbol <br /> May C25.56) Approximate Contact Between <br /> {.,. <br /> CL May CL SOIL Tx pe5 <br /> 20 z HNu/Detector Tubes <br /> ML <br /> CL <br /> Water Level <br /> Screen Interval <br /> > 15 SW Sand <br /> $A <br /> 5V sand SWT T.D. Total Depth <br /> V� <br /> a <br /> i <br /> G IO <br /> o Clay 10 <br /> d and May _ HL <br /> Q V Silt - and <br /> N <br /> Clayey Silt c� <br /> ML v <br /> 5 <br /> CL K. <br /> 5 N <br /> SC Sand U <br /> Sand and Silt anal <br /> 0 Sift <br /> t' <br /> 6 <br /> May CL <br /> i <br /> T.D. = 26.5 ft. T.D. = 24.94 ft. <br /> 0 <br /> T.D. = 26.5 ft. 4 <br /> i CL a3 <br /> -5 0 <br /> T.D. = 26,5 f,. s <br /> d 5 <br /> s 15 0 15 30 <br /> Approximate horizontal Scale eet) <br /> i.. FIGURE 5 <br /> �.J Geologic Cross-Section B-A' <br /> T, T _ T- - -- ----- - - ---- - - -- - --- - ----- -— - - - - ri,-Inc - --- -- - - <br /> - - -Moore Petroleu <br /> . 5491- F Street <br /> Banta.. CaUfornia <br /> :. <br /> PROJECT N❑ PREPARED BY: <br /> 10-9 Nntioras <br /> AUT❑CAD NO, REVIEWED BY Groundwater — <br /> 90-481-1\C <br /> Associates <br />