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I <br /> i <br /> 1 <br /> 1 <br /> I <br /> B B' LEGEND! <br /> 1 <br /> SOUTH NORTH ASPHALT <br /> ' Mw-1 SB-9 SB-10 CL U S.C.S. SYMBOL <br /> APPROXIMATE CONTACT BETWEEN <br /> 0 ASPHAL T ° SOIL TYPES <br /> CL CLAY CL CLA Y CL 06 VAPOR SENSOR READING IN PPM <br /> 5 5 <br /> B loo <br /> SAMPLE SENT FOR CHEMICAL ANALYSIS <br /> 400 TOTAL LEAD (mg/kg) <br /> 10 10 TOTAL PETROLEUM HYDROCARBONS {ppm} <br /> B 0.0066 1.2 0 001 BENZENE ppm <br /> 0.0057 0 004 TOLUENE m) <br /> SIL TY N.D. 0 001 ETHYL.BEN € (ppm) <br /> 15 CLA Y CL 6 N.D 09 15 0 005 XYLENE (ppm} <br /> CL SIL TY CLA Y CL N D. I NOT DETECTED ABOVE THE <br /> ' <br /> 20 20 STATED LIMIT OF DETECTION <br /> 6 0.6 <br /> TO TOTAL DEPTH <br /> ' c 25 25 <br /> 0.0 ----os 0.3 a <br /> a 3.4 5.8 w <br /> 0 3a N.D � � N.D. 30 c� <br /> 3 00073 SW 0.0 9 0.0063 0.3 <br /> 0.0099 SW 0.0076 w <br /> N D. SAND SILTY SAND Na.o0S8 <br /> 35 N.D. .0 9 TO SAND �_ 8.7 35 <br /> z N D ~` '~�- �� N D SW z 10 FT <br /> 40 N.D. CL 0 .9 '~ �-N.D 13.4 4° <br /> o <br /> I .D. KD T D = 41 5 FT o <br /> 45 N.D. CL SIL TY CLA Y N.D. 45 <br /> 69 9 <br /> T D=41.5 N-I) i <br /> 0 <br /> 50 Fr- 0.0068 50 VERTICAL SCALE <br /> 0 aa$0 0 s <br /> ' �ND — <br /> N D. <br /> 55 55 0 10 FT <br /> sw 9 SAND <br /> ' 80 60 HORIZONTAL SCALE <br /> 6 <br /> 5M SIL TY SAND <br /> 65 — 0 6 65 FIGURE 6 <br /> 70 CL SILTY CLA Y GEOLOGIC CROSS SECTION B - B' <br /> 70 NO 74 MORELAND COURT SHELL <br /> ND. 06 <br /> N D T D = 71.5 FT 7700 MOREL-AND COURT <br /> STOCKTON, CA <br /> ' PROJECT NO DRAWN BY <br /> 146 B.D 12117190 <br /> FILES NO PREPARED BY D <br /> LR 12 4 9O E=o elt4 <br /> -146-2 nmol tcl <br /> BEVYON NO. REVIEWED 9Y �,e Consultarft, Inc. <br />