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f3 07 fir= <br />, <br />Ll <br />PROBE PIPE WEIGHT (TYP) <br />/ 1/T <br />8" MIN <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />4 5 SCALE: NTS SECTION <br />COUNTYOF SAN JOAQUIN NO SCALE MONrITORNGTWELOF LLS ATTIHE NORTH OIUN YTAND <br />FOOTHILL SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J Chandra 7/13/09 J Chandra. 7113/09 J Chandra 7n 31I19 <br />mg <br />WELLSCHEDULE <br />FOOTHILL LANDFILL <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />SHALLOW <br />6" <br />PROBE PIPE <br />WELL ENCLOSURE 1 <br />- <br />PROBE PIPE TIP AT BOTTOM <br />z <br />w <br />5 6� <br />z <br />'* <br />INSCRIBE WELL NUMBER - <br />EXISTING <br />o <br />AND DATE IN WET CONCRETE <br />GROUND <br />� a <br />0 0 <br />8 <br />CLASS 2 AB <br />U <br />a <br />z <br />PERFORATIONS <br />4 FT ALL AROUND <br />I <br />(TYP) <br />SG -104 <br />INTERMEDIATE <br />`" <br />®o <br />S MpLING INTERVAL VARIES (TYP) <br />PROBE PIPE <br />SG -105 <br />t Vi <br />--58 <br />CONCRETE <br />S'-0" MIN <br />SG-106 <br />P <br />BENTONITE (TYP) <br />NEAT CEMENT <br />SG -107 <br />DEEP <br />80 <br />X <br />PROBE PIPE <br />3x3x3 DOSE (EACH SIDE) <br />149- <br />82 <br />X <br />2'-0" <br />SG -109 <br />166 <br />90 <br />X <br />5'-0" <br />MIN <br />160 <br />87 <br />X <br />&G-1 11 <br />128 <br />71 <br />PROBE PIPE WEIGHT (TYP) <br />/ 1/T <br />8" MIN <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />4 5 SCALE: NTS SECTION <br />COUNTYOF SAN JOAQUIN NO SCALE MONrITORNGTWELOF LLS ATTIHE NORTH OIUN YTAND <br />FOOTHILL SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J Chandra 7/13/09 J Chandra. 7113/09 J Chandra 7n 31I19 <br />mg <br />WELLSCHEDULE <br />FOOTHILL LANDFILL <br />(FT) <br />DEPT44)COW <br />SHALLOW <br />6" <br />PROBE PIPE <br />o <br />m <br />PROBE PIPE TIP AT BOTTOM <br />z <br />w <br />4� <br />V <br />o <br />OF ROCK SECTION (TYP) <br />5'-0" MIN <br />3 4" PROBE PIPE 4 <br />o <br />OTE2) <br />(TYP Of 3) 5 6 <br />� a <br />0 0 <br />8 <br />PEA GRAVEL (TYP) <br />U <br />a <br />z <br />PERFORATIONS <br />95 <br />I <br />(TYP) <br />SG -104 <br />INTERMEDIATE <br />`" <br />®o <br />S MpLING INTERVAL VARIES (TYP) <br />PROBE PIPE <br />SG -105 <br />t Vi <br />--58 <br />- X - <br />S'-0" MIN <br />SG-106 <br />P <br />BENTONITE (TYP) <br />SG -107 <br />DEEP <br />80 <br />X <br />PROBE PIPE <br />PROBE PIPE WEIGHT (TYP) <br />/ 1/T <br />8" MIN <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />4 5 SCALE: NTS SECTION <br />COUNTYOF SAN JOAQUIN NO SCALE MONrITORNGTWELOF LLS ATTIHE NORTH OIUN YTAND <br />FOOTHILL SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J Chandra 7/13/09 J Chandra. 7113/09 J Chandra 7n 31I19 <br />mg <br />WELLSCHEDULE <br />FOOTHILL LANDFILL <br />NOTE: <br />1. 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. REVISION DATE DES CKY BY <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID I T-1}-� CIARIFlCAi10N - J CMDRA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />Al <br />C -1 <br />(FT) <br />DEPT44)COW <br />WELL NO <br />(NOT <br />BOLLARDDIM <br />A <br />RRIER <br />OTE2) <br />(NOTE 3) <br />SG -102 <br />94 <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 />— - -- <br />SG-106 <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 />&G-1 11 <br />128 <br />71 <br />X <br />SG 112 <br />106 <br />60 <br />X <br />SG 113 <br />1b3 <br />59 <br />X <br />SG -114 <br />74 <br />44 <br />X <br />SGA 15 <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 -118 <br />63 - <br />- 39-- <br />--- <br />X <br />_SG"119 <br />64 <br />39 <br />X <br />SG -120 <br />92 - <br />53 - <br />- - <br />X <br />SG -121 <br />86 <br />50 <br />X <br />SG -122 <br />69 - <br />-- 42 - <br />— X <br />— <br />SG -123 <br />68 <br />41 <br />X <br />SG -124 <br />87 <br />51 <br />X <br />SG-125� <br />85 <br />� 50 - <br />X <br />NOTE: <br />1. 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. REVISION DATE DES CKY BY <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID I T-1}-� CIARIFlCAi10N - J CMDRA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />Al <br />C -1 <br />