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11,f 61 t_s �_S P <br />e Ply <br />O <br />37s�. m <br />F <br />0 <br />31S J} <br />5�11u•� . 'u, fir tei <br />z <br />0 <br />w <br />z <br />0 <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />z z 1-LL-�- <br />� _INSCRIBE WELL NUMBER <br />—EXISTING AND DATE IN WET CONCRETF„, <br />GROUND CLASS 2 AB <br />4 FT ALL AROUND '.. <br />�o CONCRETE <br />_1 <br />NEAT CEMENT <br />3x3x3 OOBIE (EACH SIDU <br />2'-0” <br />5'-0" MIN <br />o <br />I <br />0 <br />SHAL <br />PROBE PIPE <br />6" <br />PROBE PIPE TIP AT BOTTOM <br />}� <br />0 <br />f)1K SECTION (TYP) <br />0 5'-0" MIN l 3 ` OBE PIPE -4 <br />(TYP OF 3) 5 6 <br />� 6" r3 <br />PERFORATIONS G1 <br />Qi I (TYP) t <br />INTERMEDIATE �S <br />PROBE PIPE ^� <br />SAMPLING INTERVAL VARIES (TYP) <br />-- 3 y p� U <br />5'-0" MIN BENTONI E (TYP) <br />930 <br />DEEP &'A4 <br />6 <br />t7;�1 <br />S',S PRODE PI d 40 1 <br />PROBE PIPE WEIGHT (TYP),% <br />t_ WELL BOTTOM Q A �Y• <br />8" MIN 3T C <br />.1 <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />4 <br />U5 <br />SCALE: NTS <br />l <br />COUNTYOF <br />BOLLARDS <br />SAN JOAQUIN <br />NO SCALE <br />MONITORINGTION WELLS ATOF TIHE NORTH COIUN TYANDFOOTHILL SANITARY LANDFILLS <br />s� <br />sq <br />PAM <br />CHECKED DATEAPPROVAL RECOMMENDED DATE <br />J Chandra <br />lop <br />J Chandra 7/13/09 <br />J Chandra 1 7/13/09 <br />9 <br />54 <br />- <br />SG -103 <br />Q� `ll,� <br />�,� <br />Is <br />I <br />SG -104 <br />92 <br />n' <br />0 <br />�oe <br />SG 105 <br />101 <br />58 <br />rn <br />�_s <br />L� <br />_t*Lvill <br />X-� <br />11,f 61 t_s �_S P <br />e Ply <br />O <br />37s�. m <br />F <br />0 <br />31S J} <br />5�11u•� . 'u, fir tei <br />z <br />0 <br />w <br />z <br />0 <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />z z 1-LL-�- <br />� _INSCRIBE WELL NUMBER <br />—EXISTING AND DATE IN WET CONCRETF„, <br />GROUND CLASS 2 AB <br />4 FT ALL AROUND '.. <br />�o CONCRETE <br />_1 <br />NEAT CEMENT <br />3x3x3 OOBIE (EACH SIDU <br />2'-0” <br />5'-0" MIN <br />o <br />I <br />0 <br />SHAL <br />PROBE PIPE <br />6" <br />PROBE PIPE TIP AT BOTTOM <br />}� <br />0 <br />f)1K SECTION (TYP) <br />0 5'-0" MIN l 3 ` OBE PIPE -4 <br />(TYP OF 3) 5 6 <br />� 6" r3 <br />PERFORATIONS G1 <br />Qi I (TYP) t <br />INTERMEDIATE �S <br />PROBE PIPE ^� <br />SAMPLING INTERVAL VARIES (TYP) <br />-- 3 y p� U <br />5'-0" MIN BENTONI E (TYP) <br />930 <br />DEEP &'A4 <br />6 <br />t7;�1 <br />S',S PRODE PI d 40 1 <br />PROBE PIPE WEIGHT (TYP),% <br />t_ WELL BOTTOM Q A �Y• <br />8" MIN 3T C <br />.1 <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />4 <br />U5 <br />SCALE: NTS <br />SECTION <br />COUNTYOF <br />BOLLARDS <br />SAN JOAQUIN <br />NO SCALE <br />MONITORINGTION WELLS ATOF TIHE NORTH COIUN TYANDFOOTHILL SANITARY LANDFILLS <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER DATE <br />CHECKED DATEAPPROVAL RECOMMENDED DATE <br />J Chandra <br />7/13/09 <br />J Chandra 7/13/09 <br />J Chandra 1 7/13/09 <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />NOTE: <br />I. CONSTRUCTION OF WELL TO 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. REV610N DATE DES CKY BY <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID 0j 7-13-09 DtAWICATION -1 J O MDRA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />DEPTH (FT) <br />WELLNC <br />(NOTE 4) <br />COW <br />BOLLARDS <br />DIM A <br />DIM B <br />BARRIER <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 />SG -110 <br />160 <br />87 <br />X <br />SGA 11 <br />- 128 <br />71 <br />X <br />--- <br />SG -1 12 <br />106 <br />60 <br />X <br />SG -113 <br />103 <br />- <br />59 <br />X <br />SG -114 <br />74 <br />-- <br />44� <br />X <br />- - �- <br />SG-115 <br />66_ <br />— 40 <br />- X <br />-- <br />SG -1 16 <br />72 <br />43 <br />X <br />SG -1 17 <br />66 <br />40 <br />X <br />SGA 18 <br />63 <br />39 <br />— <br />X - <br />SG -119 <br />64 <br />_ <br />39 <br />X <br />SG -120 <br />_ <br />92 <br />53 <br />-� <br />X..® <br />SG -121 <br />86 <br />- <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 />- <br />51 <br />X <br />SG -125 <br />85 <br />50 <br />- X <br />— <br />NOTE: <br />I. CONSTRUCTION OF WELL TO 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. REV610N DATE DES CKY BY <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID 0j 7-13-09 DtAWICATION -1 J O MDRA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />