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u�.l S da <br />� l�S95 I <br />I <br />BOLLARDS OR COW BARRIERS PER WELL Sid <br />WELL ENCLOSURE 1 <br />5 6 <br />Z = <br />INSCRIBE WELL NUMBER <br />EXISTING AND DATE IN WET CONCRETE <br />GROUND - CLASS 2 AB <br />4 FT ALL AROUND <br />io CONCRETE �•C <br />NEAT CEMENT <br />3x3x3 DOBIE (EACH SI E) 1 <br />Q � l.s q l.S <br />2'-0" <br />5'-0" MIN <br />o <br />i <br />0 <br />f r J- <br />5'-0" MIN <br />6" <br />1 <br />APCR7M RVAL VARIES (TYP) <br />5'-0" MIN <br />SHALLOW <br />PROBE PIPE <br />PROBE PIPE TIP AT BOTTOM <br />l� OF ROCK SECTION (TYP) <br />l 3/4" PROBE PIPE ' 4 <br />(TYP OF 3) S 6 <br />I PEA GRAVEL (TYP) <br />hs <br />PERFORATIONS <br />(TYP) <br />INTERMEDIATE <br />PROBE PIPE <br />BENTONITE (TYP) <br />DEEP <br />I` P PROBE PIPE <br />Y <br />TION <br />'AND <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />WELL NO <br />DEPTH (FT) <br />(NOTE 4) <br />COW <br />BARRIER <br />(NOTE 2) <br />BOLLARDS <br />(NOTE 3) <br />DIM <br />PROBE PIPE WEIGHT (TYP) <br />_ 35e5f�� <br />0 <br />➢ <br />A <br />61- WELL BOTTOM " <br />-,�„` <br />m <br />` 8" MIN <br />] <br />o <br />, LFG MIGRATION MONITORING WELL - FOOTHILL LANDFILL <br />¢ 5 SCALE: NTS <br />SG -104 <br />92 <br />SECTION <br />®F <br />ONSTRUCTION OF PERIM, I <br />COUNTY OF SAN JOAQ(JIN NOSCALE MONITORING WELLS AT T141E <br />il, <br />1 1 t <br />a <br />58 <br />67 <br />FOOTHILLSANITA(T <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RE( <br />146 <br />149 <br />80 <br />82 <br />J Chandra 7/13109 J Chandra 1 7/13/09 1 Chandra 1 7113%09 <br />Y <br />TION <br />'AND <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />WELL NO <br />DEPTH (FT) <br />(NOTE 4) <br />COW <br />BARRIER <br />(NOTE 2) <br />BOLLARDS <br />(NOTE 3) <br />DIM <br />DIM B <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 />SG -106 <br />101 <br />_ .. 120 <br />58 <br />67 <br />X <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 />SGA 12 <br />.SG -113 <br />_ SG -114 _- <br />128 .. <br />106 <br />-103 <br />_ 74. . <br />--71 - <br />60 <br />59_.._ <br />_44 <br />— --X <br />X <br />x <br />SG -1 15 <br />66 <br />40 <br />X <br />SG-117 <br />SG -118 <br />66 <br />- 63 — <br />40 <br />— 39 <br />X <br />— <br />-- <br />— X <br />SG -119 <br />64 <br />39; <br />X <br />SG -120 <br />92 <br />_ <br />53 <br />-- <br />X — <br />SG -121 <br />86 <br />50, <br />-- <br />— X <br />SG -122 <br />69 <br />42 <br />X <br />SG -123 <br />68 <br />�41— <br />— X <br />— <br />SG -124 <br />SG -126_-w <br />87 <br />85 <br />51 <br />iti_._ <br />X <br />X_ <br />_ <br />NOTE: <br />1. CONSTRUCTION OF WELL TO IHE TOP OF SHALLOW PROBE'S BENTONITE <br />PLUG AS SHOWN SHALL BE DURING EHO INSPECTION. <br />2. SEE DETAIL I ON SHEET 7. , <br />3. SEE DETAIL 3 ON SHEET 7. REVISION DATE I DES CKY BY <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID 1 7-13-09 CLARIFICATION 1 CWNOIG <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />