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SOURCE : EMCON Associates <br /> EX?LANATION <br /> A SURFICIAL FILL <br /> Sao A 350 ® REFUSE <br /> MW-3 <br /> ® CLAY and SILT; contains 0-2.5 % <br /> SB-1 <br /> IFMW-5 <br /> fine grained sand <br /> F 300 <br /> SooCLAYEY SAND and CLAYEY GRAVEL; <br /> MW-4 gravel-sand-clay mixtures, clay-sand <br /> matrix-supported gravel <br /> • k.�' �W-1 a SAND and GRAVEL; gravel-sand mixtures, <br /> 230 - - �— 250 1 ittle or n0 lines,sand matrix-supported gravel <br /> TD46.5' _ Geologic contact; dashed where approximate, <br /> CORC.ORAN CLAY queried where uncertain <br /> T,.5 <br /> • TD86.6' � <br /> zoo zoo Y Water level (measured 6/1/88) <br /> ', � '- <br /> atW-1—Wali designation <br /> Boring <br /> iw ° 150 Sand pack interval <br />,t $ • ° . <br /> e e e e , Screened interval <br /> } W ° <br /> • . T0275'--Total depth of boring <br /> ° ' - • ' • ' • 100 <br /> . e ° <br /> _ e NOTE, For location of crass section see Drawing <br /> - T0275'. <br /> -50 50 <br /> SCOne: 0 TO 200 300 400 500 Feet <br /> 1(Horizontal) <br /> r <br /> Figure 3-2 <br /> GEOLOGIC CROSS SECTION A-A <br /> CORRAL HOLLOW SANITARY LANDFILL <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> ecology and environment, inc. <br /> 3-4 <br />