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GENERALIZED CROSS SECTION A—A' <br /> VIEW LOOKING NORTH <br /> z <br /> w z <br /> REMOVED UST DIESELNLJ <br /> z CALIFORNIA STREET (/mj U U a `C7 a /t Q ~ <br /> SIDEWALK SOUTHBOUND NORTHBOUND Q <br /> SOIL 2/19/08SM SM SM SM z r o <br /> S81-20e=<o.1 SC p J Z <br /> \ 10 F Of <br /> 10 T=0.31 <br /> E=o.7a SM CL CL/MLn <br /> w Li <br /> o 0 <br /> X SC/SM � v <br /> D=2,400 20 <br /> 20 CL CL/ML CL/ML CL O V1 Z <br /> O <br /> SOIL 11/13/08 U Q Y O <br /> SOIL 2/19/08 CPT2-35 30 <br /> 30 1- s �iL___ -_----- ----- »=<0.2�-APPROX_GROUNDWATER�_--_ _ _ _ w 0 p Y <br /> ---- <br /> ----------1=<0-oos- T=<0.25 ELEVATION 2008 — N N O <br /> T=0.30 CL/MLML CL/ML E=<o.zs 40 a<0- 1n <br /> 40 E=1.3 SM X=3.2 U p <br /> X=6.2 _ D=4,600 Ld <br /> GROUNDWATER D=4,500 ` SP ARDPAN } <br /> \ WZV- <br /> 50 5//19/0 SP CL ML GROUNDWATER 50 U U <br /> _ CL/ML N <br /> B=<00005 SM CPT -41 <br /> T=00042 SOIL 2/19/08 CL/ML B=<00005 <br /> 60 x= 0.0 13 561-36 CL/ML T=<0 0005 60 <br /> =<0.005 P P E=0 0033 <br /> D=590 1 T=0.32 $ x=0.014 <br /> o SOIL 2/19/08 HARDPAN =5.8 <br /> Sb E=0.66 SB1_48 HARDPAN D 7Q <br /> x=a.sML- <br /> D= <br /> HARDPAN SOIL 11/13/08 <br /> 70 D=850 B=<0.005 &, ML- - PT-60 <br /> T=0.070 SID & ML <br /> E=0.040 B=<0.005 <br /> T=<0.005 " <br /> x=0.090 80 <br /> 80 <br /> D=40 CL E=<0.005 <br /> X=<0,010 a L <br /> SOIL 11/12/08 0=<5.0 < N o <br /> ML y <br /> P -60 m <br /> gQ B GROUNDWATER CL/ML 90 N m N <br /> T=<0.25 11/12/08 ML <br /> CL/ML <br /> CL <br /> E=<0.25 T- 1 / <br /> e Ali <br /> 100 D=3,500 B=<0.0005 00 „�n <br /> T=<0.0005 SOIL 11/12/08 �•��� , <br /> E=<0.0005 Cp 1_ Al <br /> �w55 <br /> LEGEND x=0.0019 <br /> D=36 B=<0.010.6 GROUNDWATER T <br /> SOIL 11/12/08 11/12/08 E <br /> CL = CLAYCPT1-72 PTI-75 <br /> ML = SANDY SILT x=10.020 <br /> 8=10.050 B=10.0005 D=11 <br /> SC = CLAYEY SAND r=<o.oso T=<0 0005 - <br /> E=0.073 E=<0.00SOIL 11/12/08 �`� <br /> SM = SILTY SAND x=o.as x=<0 001010 p _1 g <br /> SP = POORLY GRADED SAND D=230 D=<0 050 B=<0.010 8 <br /> 0 <br /> CL/ML= CLAY AND SILTY SAND T=<0.010 ' <br /> B = BENZENE (mg/kg FOR SOIL, FOR GROUNDW E=<O.Ot0 <br /> T = TOLUENE (mg/kg FOR SOIL, m FOR GROUNDWATER x=10.020 <br /> D=7.9 05 <br /> E = ETHYL BENZENE mg/kg FO m FOR GROU WATER <br /> X = TOTAL XYLENES (mg/kg FOR SOIL, m R GROUNDWATER <br /> D = TOTAL PETROLEUM H OCARBONS Q NTIFIED AS UIL5LL FIGURE <br /> (mg/kg FOR SOIL,(m L FOR GROUNDWATER_ <br /> mg/kg= MILLIGRAMS PER KILOGRAM 4 i <br /> mg/L = MILLIGRAMS PER LITER HOR¢.®0 <br /> SCALE IN FEET <br /> UST = UNDERGROUND STORAGE TANK <br /> 5101A_F{ <br />