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BOLLARDS OR COW BARRIERS PER SCHEDULE <br />ALL SCHEDULE <br />FOOTHILL LANDFILL <br />WELL NO <br />z <br />�i <br />COW <br />BARRIE <br />BOLLARD <br />DIM A <br />1/4" WEEP HOLE <br />INSCRIBE WELL NUMBER AND DATE IN WET CONCRETE <br />(NOTE2) <br />(NOTE 3) <br />CLASS 2 AG BASE, 4 FT ALL AROUND <br />94 <br />' GROUND SURFACE <br />X <br />SG -103 <br />95 <br />55 <br />CONCRETE <br />SG -104 <br />I <br />s NEAT CEMENT <br />X <br />1n <br />3x3x3 DOBIE (EACH SIDE) <br />58 <br />X <br />NEAT CEMENT <br />120 <br />67 <br />X <br />A GRAVEL <br />SG -107 <br />146 <br />80 <br />BENTONITE <br />SG -108 <br />0 <br />I 6 <br />SHALLOW PROBE PIPE <br />k' <br />Z <br />m <br />_.... -PROBE TIP AT BOTTOM <br />rw <br />90 <br />X <br />�_ <br />SG -110 <br />n S <br />87 <br />5'-0" MIN <br />PROBE PIPE2 <br />(TYP OF 3) 4 6 <br />g <br />128 <br />71 <br />EIENIQNITE <br />� � <br />m65 <br />SG -112 <br />a <br />s 6" <br />PEA GRAVEL (TYP) <br />F <br />? U <br />SG -113 <br />103 <br />m z <br />X <br />PERFORATIONS (TYP) <br />o <br />44 <br />X <br />INTERMEDIATE PROBE PIPE <br />s <br />66 <br />40 <br />X <br />SGA 16 <br />SAMPLING INTERVAL VARIES (TYP) <br />43 <br />X <br />5'-0" MIN <br />BENTONITE <br />40 <br />X <br />6• <br />DEEP PROBE PIPE <br />En Pro <br />e ( <br />erforated Pipe) kends <br />X <br />SG -119 <br />From <br />Bottom to Near Top of <br />o <br />SG -120 <br />92 <br />PROBE PIPE WEIGHT (TIP) <br />F <br />Rock <br />Section (typ all probes) <br />86 <br />r^ <br />A <br />WELL BOTTOM <br />SG -122 <br />69 <br />� <br />B" MIN <br />o <br />LFG MIGRATION MONITORING <br />WELL — FOOTHILL LANDFILL <br />j 5 SCALE: NTS SECTION <br />CONSTRUCTION OF PERIMETER LFG MIGRATIC <br />COUNTY OF SAN JOAQUIN NO SCALE MONITORING WEL S NORTH COUNTY AND OOTI <br />SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DA <br />J Chandra SIw J Chandra I 6I9/OB M Carroll <br />ALL SCHEDULE <br />FOOTHILL LANDFILL <br />WELL NO <br />DEPTH (FT) <br />(N0TE 4) <br />COW <br />BARRIE <br />BOLLARD <br />DIM A <br />DIM B <br />(NOTE2) <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 />146 <br />80 <br />X <br />SG -109 <br />166 <br />90 <br />X <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 />SGA 15 <br />66 <br />40 <br />X <br />SGA 16 <br />72 <br />43 <br />X <br />SG -117 <br />66 <br />40 <br />X <br />SGA 18 <br />63 <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 />X <br />SG -122 <br />69 <br />42 <br />X <br />SG -123 <br />68 <br />41 <br />X <br />SG -124 <br />87 <br />51 <br />X <br />SG -125 1 <br />85 1 <br />50 1 <br />X <br />NOTE: <br />1. CONSTRUCTION OF WELL TO THE TOP OF NEAT <br />CEMENT AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL 1 ON SHEET 7. <br />3. SEE DETAIL 5 AND 6 ON SHEET 6. <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID REVISION <br />OBSTRUCTION OF HIGH PERMEABIUTY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE <br />DES <br />Sheet No. <br />5 of 7 <br />