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n <br />0 <br />0 <br />z <br />rn <br />N <br />'O <br />O <br />D <br />A <br />F <br />M <br />O <br />0— <br />a <br />r I.PR08E PIPE WEIGHT (TYP) <br />8 MIN <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />4 5 SCALE: NTS SECTION <br />COUNTY O F SAN J OAQ UIN NO SCALE ryC NITTR C ION OF <br />qT IIHMETER LFGE NORTH IGRAUNTYTION <br />FOOTHILL SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENG AND <br />CHECKED CHECKED DATE APPROVAL RECOMMENDED <br />J Chandra 7/13/09 J Chandra 7/13/09 J Chondro 71,11- DATE <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, REVISION!DATE DESffCKKY4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID i 1J-09 CLARIFICWN <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE sheet No. <br />1 5 of 7 <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />WELL ENCLOSURE <br />5 6 <br />WELL SCHEDULE <br />I Z � <br />FOOTHILL LANDFILL <br />n <br />EXISTING � <br />INSCRIBE WELL NUMBER <br />DEPTH(FTI <br />GROUND <br />AND DATE IN WET CONCRETE <br />N <br />(NOTE 4) COW <br />BOLLARI <br />CLASS 2 AB <br />Y'y:..• <br />Ar <br />4 FT ALL AROUND <br />DIMA DIM B BARRIER <br />r <br />(NOTE <br />(NOTE 3) <br />CONCRETE <br />SG -102 <br />94 54 X <br />` <br />NEAT CEMENT <br />SG -103 _ <br />95 55 x <br />3x3x3 DOBIE (EACH SIDE) <br />SG -104 <br />92 53 X <br />2-0 <br />S'-0" MIN <br />SG -105 <br />101--- 58 X <br />-- <br />o /' <br />SG -106 <br />120 67 _- -- X <br />( <br />SG -107 <br />_ 146 80 X <br />SHALLOW <br />SG -108 <br />14g 82 X <br />6" <br />PROBE PIPE <br />SG -109 <br />_ 166 90 X <br />z <br />m If <br />PROBE PIPE TIP AT BOTTOM <br />SG -110 <br />-'----- <br />i6 7 0 8 X <br />— 7 <br />— <br />N <br />a <br />OF ROCK SECTION (TYP) <br />SG -111 <br />128 71 <br />SG -112 <br />106 60 X -- <br />--- <br />ir <br />5'-0" MIN <br />3 4" PROBE PIPE 4 <br />SG -113 <br />103 59-- -- Xr--'- <br />(rYP of 3)5 6 <br />-SG-114_ <br />74 44 X <br />------ <br />s <br />6" <br />PEA GRAVEL (TYP) <br />SG -115 <br />-- <br />_ <br />66 ! 40 X <br />472 -- <br />- <br />SG -116 <br />- 43 X <br />Q <br />PERFORATIONS <br />SG -117 <br />—_ <br />66 40 X <br />-- <br />INTERMEDIATE <br />SG -118 <br />63 39 <br />X <br />SAMPLING INTERVAL VARIES (TYP) <br />PR08E PIPE <br />SG -119 <br />64 - 39 <br />S(3-120 <br />92 <br />53 <br />X <br />SG -121 <br />86 50 <br />X <br />llp 5'-0" MIN <br />BENTONITE (TYP) <br />SG -122 <br />69 42 X <br />— <br />SG -123 <br />68 41 X <br />DEEP <br />SG -124 <br />87 51 X <br />PROBE PIPE <br />- <br />SG -125 <br />85 50 X <br />r I.PR08E PIPE WEIGHT (TYP) <br />8 MIN <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />4 5 SCALE: NTS SECTION <br />COUNTY O F SAN J OAQ UIN NO SCALE ryC NITTR C ION OF <br />qT IIHMETER LFGE NORTH IGRAUNTYTION <br />FOOTHILL SANITARY LANDFILLS <br />DRAWN BY DATE PROJECT ENG AND <br />CHECKED CHECKED DATE APPROVAL RECOMMENDED <br />J Chandra 7/13/09 J Chandra 7/13/09 J Chondro 71,11- DATE <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, REVISION!DATE DESffCKKY4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID i 1J-09 CLARIFICWN <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE sheet No. <br />1 5 of 7 <br />