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E• <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />INSCRIBE WELL NUMBER <br />AND DATE IN WET CONCRETE <br />CLASS 2 AB <br />4 FT ALL AROUND <br />CONCRETE <br />NEAT CEMENT <br />3x3x3 DOBIE (EACH SIDE) <br />SHALLOW <br />PROBE PIPE <br />BE PIPE TIP AT BOTTOM <br />OF ROCK SECTION (TYP) <br />PEA GRAVEL (TYP) <br />PERFORATIONS <br />(TYP) <br />INTERMEDIATE <br />BE PIPE <br />BENTONITE (TYP) <br />DEEP <br />BE PIPE <br />PROBE PIPE WEIGHT (TYP) <br />1 LFG MIGRATION MONITORING WELL - FOOTHiI <br />4 5 SCALE: NTS SECTION <br />NONE <br />COUNTY OF SAN JOAQUIN NO SCALE Clmilli <br />DRAWN BY DATE P' JECT ENGINEER I DATE��// CHECKED <br />J Chandra 1/26109 A /47/0 zyov.4 . i/ <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />NOTE: <br />7. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br />PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL 1 ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID REVISION DATE DES CKY BY <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE sheet <br />5 of 7 7 <br />DEPTH (FT) <br />WELL NO <br />(NOTE 4) <br />COW <br />BOLLARDS <br />BARRIER <br />DIMAN <br />DIM B <br />(NOTE 2) <br />(NOTE 3) <br />SG -102 <br />94 <br />54 <br />X <br />SG -103 <br />95 <br />55 <br />X <br />SG -104 <br />92 <br />53 <br />x <br />SG -105 <br />101 <br />58 <br />X <br />SG -106 <br />120 <br />67 <br />x <br />SG -107 <br />146 <br />80 <br />x <br />SG -108 <br />149_._.___ <br />82 <br />x <br />SG -109 <br />166 <br />__..._90 <br />X.__..._ <br />_ <br />SG -110 <br />160 <br />87 <br />x <br />SG -111 <br />128 <br />71 <br />X <br />SG -112 <br />106 <br />60 <br />X <br />SG -113 <br />103 <br />_ 59 <br />x <br />SG -114 <br />74 <br />44 <br />x <br />SG -115 <br />66 <br />40 <br />x <br />SG -116 <br />72 <br />43 <br />x <br />SG -117 <br />66 <br />40 <br />x <br />SG -11863 <br />39 ... <br />X.__._, <br />SG -119 <br />64 <br />39 <br />x <br />SG -120 <br />92_..._ <br />53 <br />x <br />SG -121 <br />86 <br />50 <br />_., <br />x� <br />SG -122 <br />69 <br />42 <br />x <br />. <br />_x <br />SG -123 <br />68 <br />41 <br />SG -124 <br />87 <br />51 <br />x <br />SG -125 <br />85 <br />50 <br />x <br />NOTE: <br />7. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br />PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL 1 ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID REVISION DATE DES CKY BY <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE sheet <br />5 of 7 7 <br />