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5 o E <br />ISG r 1 3S_ BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />WELL ENCLOSURE ) <br />5 <br />-16 <br />n <br />is A�tu'41 z <br />INSCRIBE WELL NUMBER <br />�{ EXISTING <br />GROUND AND DATE IN WET CONCRETE <br />4LFT ALL AROUND, <br />CONCRETE <br />- _ NEAT CEMENT <br />3x323 DOSIE (EACH SID Ce <br />2'-0" <br />MIN <br />o <br />P I. <br />SHALLOW <br />PROBE PIPE <br />w <br />o m PROBE PIPE TIP AT BO <br />T, Z j j1 OF ROCK SECTION (TYP) 7V1 <br />� W s dvV <br />N <br />n I 5'-0" MIN 3 4" PROBE PIPE ' 4 <br />0 a (TYP Of 3) <br />o a . /5 6 <br />Z a o 6 t PEA GRAVEL (TYP) / 5 <br />{tf1J n W PERFORATIONS tgJ <br />m z 0 (TYP) [ <br />X <br />x INTERMEDIATE <br />6 <br />SAMPLING INTERVAL VARIES (TYP) PROBE PIPE � �t <br />its 4s <br />P111 5'-0" MIN <br />BENTONITE (TYP) 1 /1 <br />w <br />5®� t <br />DEEP J3 l <br />PROBE PIPE <br />h® <br />be �� o PROBE PIPE WEIGHT (TYP) m 4� <br />F <br />A WELL BOT70M <br />q8" MIN y <br />kw o LFG MIGRATION MONITORING WELL - F00llFrL LANDFILL <br />4 5 SCALE. NTS SECTION <br />p�tit �n NO SCALE CONSTRUCTION OF PERIMETER LFG MIGRATION <br />COUNTY 0 F SAN J OAQ UIN <br />MONITORING WELLS AT THE NORTH COUNTY AND <br />FOOTHILL SANITARY LANDFILLS <br />U Qc DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J Chandra 7/73/08 J Chandra. 7/13/09. J Chondro 7/13109 -- <br />S ierchcd� S 1 �,� it 10 _ <br />Pr �112, <br />�ql IN, <br />oOt <br />■n <br />NOTE: <br />1. CONSTRUCTION OF WELL 70 THE TOP OF SHALLOW PROBE'S BENTONITE <br />PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL I ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. REVISION DATE DES CKY BY <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID 1 7-IT-� T�'T+ - CFbWURA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE <br />Sheet No. <br />S of 7 <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />WELL N <br />DEPTH (FT) <br />(NOTE 4) <br />DIMA DIM B <br />COW <br />BARRIER <br />(NOTE 2) <br />BOLLARI <br />(NOTE 3) <br />SG -102 <br />94 <br />54 <br />X <br />SG -103 <br />SG -104 <br />95 <br />92 <br />55 <br />53 <br />X <br />X <br />- <br />SG -105 <br />_ - 101 <br />58 <br />X <br />SG -106 <br />120 <br />67 <br />X <br />SG -107 <br />SG -108 <br />_ 146 <br />149 <br />80 <br />82 <br />X <br />X <br />SG -109 <br />_166 <br />90 <br />X <br />SG -110 <br />160 <br />87 <br />X <br />SG -111 <br />SG -112 <br />128 <br />106 <br />71 <br />60 - <br />X <br />— -.X--�..— <br />— <br />SG-113 <br />103_ <br />59 <br />_ X <br />— <br />SG -114_ <br />74 <br />~ 44 <br />X <br />_SG -115 <br />66 <br />W _ 40 <br />X <br />--�- <br />SG -116 <br />- <br />72 <br />43 <br />X <br />-- <br />SG-117 <br />66----40 <br />X <br />--- <br />SG-118 <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 />4:2 <br />X <br />SG -123 <br />�gl <br />68 <br />41 <br />X <br />_ - <br />SG -124 <br />51 <br />X <br />SG -125 <br />85 <br />50 <br />�— <br />■n <br />NOTE: <br />1. CONSTRUCTION OF WELL 70 THE TOP OF SHALLOW PROBE'S BENTONITE <br />PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL I ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. REVISION DATE DES CKY BY <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID 1 7-IT-� T�'T+ - CFbWURA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE <br />Sheet No. <br />S of 7 <br />