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BOLLARDS OR COW BARRIERS PER SCHEDULE <br />WELL ENCLOSURE 1 <br />5 6 <br />z <br />a 1/4" WEEP HOLE <br />n INSCRIBE WELL NUMBER AND DATE IN WET CONCRETE <br />I 1 CLASS 2 AG BASE, 4 FT ALL AROUND <br />PROBE PIPE WEIGHT (TYP) <br />8" MIN <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />5 SCALE: NTS SECTION <br />CONSTRUCTION OF PEFUNIETER LFG MIGRATION <br />COUlj��T�% i 1 1 ®1' SAN JOAQUIN NO SCALE MONITORING WELLS NORTH COUNTY AND FOOTHILL <br />SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J Chandra 5!9198 J Chandra 519108 M Carroll <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />DEPTH (FT) <br />WELL N <br />(NOTE 4) <br />COW <br />GROUND SURFACE <br />DIM A <br />DIM B <br />BARRIER <br />CONCRETE <br />(NOTE 2) <br />(NOTE 3) <br />�SG-102 <br />94 <br />54 <br />X <br />NEAT CEMENT <br />95 <br />55 <br />X <br />SG -104 <br />92 <br />53 <br />3x3x3 DOBIE (EACH SIDE) <br />SG -105 <br />101 <br />58 <br />X <br />2'-0" <br />SG -1 � <br />120 <br />5'-0" MIN <br />X <br />BENTONITE <br />SG -107 <br />146 <br />80 <br />X <br />SHALLOW PROBE PIPE <br />0 <br />s" <br />SG -109 <br />166 <br />90 <br />X <br />SG -110 <br />160 <br />PROBE TIP AT BOTTOM <br />z <br />m <br />128 <br />71 <br />OF ROCK SECTION (TYP) <br />SG -112 <br />0 <br />60 <br />X <br />PROBE PIP 4 <br />(TYP OF 3) 5 6 <br />�w <br />.......... <br />X� <br />5'-0" MIN <br />SG -1 i 14 <br />� <br />.... ... _.__._._X_.__.. <br />SG -115 <br />BENTONITE <br />zo <br />X� <br />6" <br />............................ <br />SG -116 <br />PEA GRAVEL (TYP) <br />.......... <br />43 <br />a <br />............... ......... <br />SG -117 <br />66 <br />U <br />a <br />z <br />SG -118 <br />PERFORATIONS (TYP) <br />o <br />+ <br />SG -119 <br />. .... ...... <br />INTERMEDIATE PROBE PIPE <br />x <br />.................. <br />X <br />............ .._..._. <br />SG -120 <br />92 <br />53 <br />SAMPLING INTERVAL VARIES (TYP) <br />SG -121 <br />86 <br />50 <br />1 5'-0" MIN <br />SG -122 <br />BENTONITE <br />42 <br />X <br />1 <br />SG -123 <br />DEEP PROBE PIPE <br />6" <br />X <br />PROBE PIPE WEIGHT (TYP) <br />8" MIN <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />5 SCALE: NTS SECTION <br />CONSTRUCTION OF PEFUNIETER LFG MIGRATION <br />COUlj��T�% i 1 1 ®1' SAN JOAQUIN NO SCALE MONITORING WELLS NORTH COUNTY AND FOOTHILL <br />SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J Chandra 5!9198 J Chandra 519108 M Carroll <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />NOTE: <br />1. CONSTRUCTION OF WELL TO THE TOP OF NEAT <br />CEMENT AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL 1 ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID REVISION DATE DES CKY BY <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />DEPTH (FT) <br />WELL N <br />(NOTE 4) <br />COW <br />BOLLARD <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 -1 � <br />120 <br />67 <br />X <br />SG -107 <br />146 <br />80 <br />X <br />SG -108 <br />SG -109 <br />166 <br />90 <br />X <br />SG -110 <br />160 <br />87 <br />X <br />L.843-111 <br />128 <br />71 <br />X <br />SG -112 <br />106 <br />60 <br />X <br />SG -113 <br />10359 <br />........ <br />.......... <br />X� <br />SG -1 i 14 <br />74 <br />.... ... _.__._._X_.__.. <br />SG -115 <br />66 <br />............._... <br />40 <br />X� <br />............................ <br />SG -116 <br />72 <br />.......... <br />43 <br />....._..... .. <br />X <br />............... ......... <br />SG -117 <br />66 <br />40�X�� <br />SG -118 <br />63 <br />39 <br />X <br />SG -119 <br />. .... ...... <br />64 <br />. ........... <br />39 <br />........ ......... <br />.................. <br />X <br />............ .._..._. <br />SG -120 <br />92 <br />53 <br />X <br />SG -121 <br />86 <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 />51 <br />X <br />.,...._..._.._... <br />SG 125 <br />.......... <br />85 1 <br />._......_...._.... <br />50 <br />.........__,............ <br />X <br />_........ _.._,.,..,,..m......... <br />NOTE: <br />1. CONSTRUCTION OF WELL TO THE TOP OF NEAT <br />CEMENT AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL 1 ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID REVISION DATE DES CKY BY <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />