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REUSE <br />18" DIA. PERFORATED HDPE PIPE SOI � COIfR 0 <br />12" DIA. PERFORATED HDPE PIPE <br />SUMP GRAVEL <br />�fR REFUSE <br />2 ft OPERATIONS SOIL <br />—k--- l S <br />1' FOUNDATION LAYER <br />PIPE PERFORATIONS <br />SECTION AT LEACHATE RISERS <br />1a, NDpE <br />i � � SECONDPR ,, moi' <br />i <br />i <br />i <br />s � <br />i <br />SATURATED SOIL ABOVE WELD <br />LFG CONDENSATE FLOWS ABOVE <br />PRIMARY MEMBRANE TO PRIMARY SUMP <br />OM�MgRPNE SP R\SEFi <br />i' / P NOPE G�� OONQPRY V <br />M <br />� PR P 12 <br />BOOT <br />WELD <br />CONDENSATE <br />INTRODUCED HERE <br />\ <br />\ <br />\ <br />ANCHOR TRENCH <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />EXTRUSION WELD RUPTURED <br />ABOVE SECONDARY SUMP PIPE, <br />BELOW GEOCOMPOSITE <br />WATER LEVEL <br />STABLE AT THIS <br />ELEVATION <br />CLAMPS <br />HDPE BOOT <br />i <br />EXTRUSION WELD (TYP) <br />SECONDARY SUMP HDPE GEOMEMBRANE HDPE GEOMEMBRANE ANCHOR <br />TRENCH <br />SECONDARY SUMP GCL <br />1 <br />Based on Two Modules Project by Shaw \ ,- <br />Environmental and Infrastructure, Drawing FS `�� BOOT DETAIL <br />"Sump Details" revised 7/25/03 __- <br />11 <br />COUNTY OF SAN JOAQUIN I AS SHOWN I FOOTHILL SANITARY LANDFILL ( LEACHATE SUMP DETAIL I FIGURE 2 <br />z <br />J <br />4" DIA.PERFORATED LCRS PIPE <br />00 <br />01� <br />GEOTEXTILE <br />SEPARATORS <br />GRAVEL <br />ow <br />w in <br />��--------------------L <br />1 <br />L--`---- <br />SUMP GRAVEL <br />�fR REFUSE <br />2 ft OPERATIONS SOIL <br />—k--- l S <br />1' FOUNDATION LAYER <br />PIPE PERFORATIONS <br />SECTION AT LEACHATE RISERS <br />1a, NDpE <br />i � � SECONDPR ,, moi' <br />i <br />i <br />i <br />s � <br />i <br />SATURATED SOIL ABOVE WELD <br />LFG CONDENSATE FLOWS ABOVE <br />PRIMARY MEMBRANE TO PRIMARY SUMP <br />OM�MgRPNE SP R\SEFi <br />i' / P NOPE G�� OONQPRY V <br />M <br />� PR P 12 <br />BOOT <br />WELD <br />CONDENSATE <br />INTRODUCED HERE <br />\ <br />\ <br />\ <br />ANCHOR TRENCH <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />EXTRUSION WELD RUPTURED <br />ABOVE SECONDARY SUMP PIPE, <br />BELOW GEOCOMPOSITE <br />WATER LEVEL <br />STABLE AT THIS <br />ELEVATION <br />CLAMPS <br />HDPE BOOT <br />i <br />EXTRUSION WELD (TYP) <br />SECONDARY SUMP HDPE GEOMEMBRANE HDPE GEOMEMBRANE ANCHOR <br />TRENCH <br />SECONDARY SUMP GCL <br />1 <br />Based on Two Modules Project by Shaw \ ,- <br />Environmental and Infrastructure, Drawing FS `�� BOOT DETAIL <br />"Sump Details" revised 7/25/03 __- <br />11 <br />COUNTY OF SAN JOAQUIN I AS SHOWN I FOOTHILL SANITARY LANDFILL ( LEACHATE SUMP DETAIL I FIGURE 2 <br />