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11 <br />C� <br />PROBE: MEDIUM <br />(15-25 FT BGS) <br />PROBE: SHALLOW <br />(5-10 FT BGS) <br />3.0 FT BGS <br />17.0 FT BGS <br />24.0 FT BGS <br />36.0 FT BGS <br />44.0 FT BGS <br />SETBACK (E.G. 50 FT) <br />PROBE: DEEP CONNECT LCRS RISER <br />(30-40 FT BGS) TO GAS SYSTEM <br />EXISTING GRADE --\HDPE <br />I I HEADER <br />TYPICAL LANDFILL SECTION <br />NOTES: <br />1. SOIL LITHOLOGY APPROXIMATED FROM HISTORIC AS—BUILT BORING <br />LOGS PROVIDED BY GEO—LOGIC ASSOCIATES DATED MAY 8, 2007. SECTION 7 <br />2. LINER CONSTRUCTION MATERIALS AND DETAILS PROVIDED BY BRYAN <br />A. STIRRAT & ASSOCIATES WITH LAND USE PERMIT APPLICATION SCALE: 1 " = 10' <br />DATED FEBUARY 13, 2008. 7 <br />RISER <br />DRAINAGE GEOCOMPOSITE <br />OVER 80 MIL HDPE <br />GEOT <br />CUSHION GEOTEX <br />NEEDED OVER <br />HDPE GEOMEI <br />CORNERSEnvirommental rTONE SAN JDAQu IFORWN <br />PROBE SETE <br />HDPE <br />LFG E <br />LATERALAREA <br />UNDER INFLUENCE <br />OF WELL (-150' RADIUS) <br />�v J Uv <br />FUTURE <br />tai WASTE IN <br />PLACE <br />v v <br />TYPICAL LANDFILL SECTION <br />NOTES: <br />1. SOIL LITHOLOGY APPROXIMATED FROM HISTORIC AS—BUILT BORING <br />LOGS PROVIDED BY GEO—LOGIC ASSOCIATES DATED MAY 8, 2007. SECTION 7 <br />2. LINER CONSTRUCTION MATERIALS AND DETAILS PROVIDED BY BRYAN <br />A. STIRRAT & ASSOCIATES WITH LAND USE PERMIT APPLICATION SCALE: 1 " = 10' <br />DATED FEBUARY 13, 2008. 7 <br />RISER <br />DRAINAGE GEOCOMPOSITE <br />OVER 80 MIL HDPE <br />GEOT <br />CUSHION GEOTEX <br />NEEDED OVER <br />HDPE GEOMEI <br />CORNERSEnvirommental rTONE SAN JDAQu IFORWN <br />PROBE SETE <br />