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NE <br />0 <br />z <br />m <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />j WELL ENCLOSURE I <br />56 <br />m Z z <br />M <br />'* INSCRIBE WELL NUMBER <br />EXISTING AND DATE IN WET CONCRETE <br />GROUND <br />w <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />PROBE PIPE WEIGHT (TYP) <br />CLASFT Ll <br />4AROUND <br />DEPTH (FT) <br />(NOTE 4) <br />COW <br />BARRIER <br />(NOTE 2) <br />BOLLARDS <br />(NOTE 3) <br />I <br />DIME <br />CONCRETE <br />1 <br />` <br />wn <br />t . <br />NEAT CEMENT <br />3x3x3 DOBIE (EACH SIDE) <br />Z <br />O <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />2,_0" <br />4 <br />U5 SCALE! NTS <br />SECTION <br />101--- 58 — <br />- ^120 _ 67 <br />5'-0" MIN <br />o <br />OF SAN JOAQUIN <br />t <br />146 80 <br />X <br />MONITORINGCONSTRUCT <br />AT TIHENORLFG <br />TH COUNTYMIGRATION <br />AND <br />149 _ 82 <br />__ <br />FOOTHILL SANITARY LANDFILLS <br />166 90 <br />SHALLOW <br />DATE PROJECT ENGINEER DATE <br />CHECKED DATE I APPROVAL RECOMMENDED DATE <br />6 <br />J Chandra <br />PROBE PIPE <br />w <br />® <br />m <br />-- X - <br />X <br />--- <br />PROBE PIPE TIP AT BOTTOM , <br />Z <br />N <br />X <br />SG -114 <br />-- <br />OF ROCK SECTION (TYP) <br />w <br />�- <br />5'-0" MIN <br />66 40 <br />`72� <br />3 4" PROBE PIPE ' 4 <br />a <br />SG -116 <br />^�- 43 <br />X <br />(TYP OF 3) S 6 <br />SG -117 <br />66 40 <br />X <br />/ <br />SG -118 <br />0 0 <br />0 <br />6" <br />SG -119 <br />PEA GRAVEL (TYP) <br />vaWi <br />X <br />SG -120 <br />92 53 <br />PERFORATIONS <br />z <br />SGA 21 <br />86 50 <br />(TYP) <br />= <br />69 42 <br />X <br />INTERMEDIATE <br />68 v 41 <br />X <br />SG -124 <br />PROBE PIPE <br />X <br />SAMPLING INTERVAL VARIES (TYP) <br />85 50� <br />X <br />VeL <br />5'-0" MIN <br />BENTONITE (TYP) <br />DEEP <br />PROBE PIPE <br />w <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />PROBE PIPE WEIGHT (TYP) <br />n <br />DEPTH (FT) <br />(NOTE 4) <br />COW <br />BARRIER <br />(NOTE 2) <br />BOLLARDS <br />(NOTE 3) <br />m <br />m <br />A <br />DIME <br />WELL BOTTOM <br />1 <br />` <br />wn <br />8" MIN <br />95 <br />Z <br />O <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />92 53 <br />4 <br />U5 SCALE! NTS <br />SECTION <br />101--- 58 — <br />- ^120 _ 67 <br />COUNTY <br />OF SAN JOAQUIN <br />NO SCALE <br />WEN OFLLS <br />146 80 <br />X <br />MONITORINGCONSTRUCT <br />AT TIHENORLFG <br />TH COUNTYMIGRATION <br />AND <br />149 _ 82 <br />__ <br />FOOTHILL SANITARY LANDFILLS <br />166 90 <br />DRAWN BY <br />DATE PROJECT ENGINEER DATE <br />CHECKED DATE I APPROVAL RECOMMENDED DATE <br />- <br />160_ 87 <br />J Chandra <br />7/13/09 J Chandra. 7/13/09. <br />1 Chandra I 7113/M I—' <br />w <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 7-13-09 CLARIFICAT" - J CHWDRA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />��m <br />L�z <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />WELL N <br />DEPTH (FT) <br />(NOTE 4) <br />COW <br />BARRIER <br />(NOTE 2) <br />BOLLARDS <br />(NOTE 3) <br />DIM <br />DIME <br />SG -102 <br />94 54 <br />X <br />SG -103 <br />95 <br />SG -104 <br />92 53 <br />X <br />SG -105 <br />$G-106 <br />101--- 58 — <br />- ^120 _ 67 <br />X – <br />X µ <br />-- <br />__ <br />SG -107 <br />146 80 <br />X <br />SG -108 <br />149 _ 82 <br />—X <br />SG -109 <br />166 90 <br />X <br />SG -110 <br />- <br />160_ 87 <br />X <br />SG -111 <br />SG-112 <br />128 71 <br />106 60 <br />-- X - <br />X <br />--- <br />SG -113 <br />103 mm 59__.. <br />�74 <br />X <br />SG -114 <br />-- <br />_ 44 <br />X <br />�- <br />_SG-115 <br />66 40 <br />`72� <br />X <br />SG -116 <br />^�- 43 <br />X <br />SG -117 <br />66 40 <br />X <br />SG -118 <br />63 39 <br />X <br />SG -119 <br />64 39 <br />X <br />SG -120 <br />92 53 <br />X <br />SGA 21 <br />86 50 <br />_ <br />X <br />SG -122 <br />69 42 <br />X <br />SI3 <br />68 v 41 <br />X <br />SG -124 <br />87 51 <br />X <br />SG -125 <br />85 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 7-13-09 CLARIFICAT" - J CHWDRA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />��m <br />L�z <br />