Laserfiche WebLink
A <br /> A' <br /> MW2 MW1 MW3 <br /> GROUND LEVEL <br /> CL CL CL <br /> CLAY/SILT \ F R E CLAY/SILT <br /> TAK6C TI <br /> 10 ND/NU &ML ND/ND OML <br /> SM_ <br /> ND/ND SAND... •': -ND/W.% SAND.. . '. D ND S <br /> SPII .5P <br /> ..ND/N. . <br /> 20 CL — CL <br /> / D�1.714 <br /> / Approximate Exlaul <br /> / Of Impacted Soil <br /> ....SAND. <br /> 30 SPCL <br /> NU/O.B9 <br /> CLAY/SILT CLAY/SILT MH <br /> MH / <br /> 40 /kNll/ 258 <br /> w CL CL <br /> W <br /> LL _50SP MH ND/N SAND' MN <br /> ML <br /> SAND CL CL <br /> SID...'•:'. SP <br /> U gp — _— <br /> N MH SAND-. SM'. CLAY/SILT ML <br /> CLAY/SILT . SP <br /> CL :CL <br /> 70 ND/NU= — . D ND SP <br /> SC <br /> ML <br /> CL <br /> ML - <br /> --' SM <br /> 80 <br /> SP <br /> SP : :. .. SAND <br /> 90 <br /> Le2e_r d: <br /> Wall Screen and Sondpack Interval <br /> Ed <br /> Static Wolar Laval (5/25/95) Scale In Feet <br /> ND/0.250 Soil Sample Showing TPHg/Benzene <br /> Resulls (In Ppm) 0 20 <br /> _ - FIGURE <br /> STRATOGRAPHIC CROSS SECTION A-A' <br /> GROUND ZERO. ANALYSIS HENDRIX & SON TRUCKING, INC. 3 <br /> 3730 MUNFORD AVENUE <br /> STOCKTON, CA <br /> rN, 1295/95083cs <br /> w <br />