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O <br />w <br />P OBE PIPE TIP AT BOTTOM <br />z m �` ROCK SECTION (TYP) <br />l <br />N � <br />5'-0" MIN 3 4" PROBE PIPE 4 <br />C, (TYP OF 3) 5 6 <br />_z o B" - -,. PEA GRAVEL (TYP) <br />V <br />a PERFORATIONS <br />z 0 (TYP) <br />- INTERMEDIATE <br />w PROBE PIPE <br />SAMPLING INTERVAL VARIES (TYP) <br />5'-0" MIN BENTONITE (TYP) <br />a <br />DEEP <br />-�— PROBE PIPE <br />PROBE PIPE WEIGHT (TYP) <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />8" MIN <br />WELL ENCLOSURE 1 <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />¢5j <br />BOLLARDS <br />5 6 <br />z z <br />COUNTYOF <br />BARRIER <br />a <br />NO SCALE <br />INSCRIBE WELL NUMBER <br />EXISTING <br />DATE <br />PROJECT ENGINEER DATE <br />AND DATE IN WET CONCRETE <br />GROUND <br />7/13/09 <br />J Chandra. 1 7/13/09 1 <br />CLASS 2 AS <br />SG -103 <br />95 <br />55 <br />4 FT ALL AROUND <br />SG -104 <br />.92 <br />----- <br />53 <br />X <br />CONCRETE <br />101 <br />-------- <br />58 <br />-------- <br />X <br />-------- <br />$G-106 <br />- 120 <br />67 _ <br />X-�-� <br />-. ri"cA7 CEMENT <br />146 <br />80 <br />X <br />-SG-108 <br />-- <br />149 <br />- <br />82 <br />- <br />X <br />X00 DOBIE (EACH SIDE) <br />SG-109 <br />2'-0" <br />--- <br />90 <br />-- - <br />X <br />----- <br />5'-0" MIN <br />160 <br />87 <br />X <br />0 <br />1 + <br />SGA 11 <br />v <br />71 <br />X <br />SG -1 12 <br />106 <br />60 <br />X <br />SG -113 <br />SHALLOW <br />59 <br />V <br />X <br />B.. <br />SG -1 14 <br />74 <br />PROBE PIPE <br />O <br />w <br />P OBE PIPE TIP AT BOTTOM <br />z m �` ROCK SECTION (TYP) <br />l <br />N � <br />5'-0" MIN 3 4" PROBE PIPE 4 <br />C, (TYP OF 3) 5 6 <br />_z o B" - -,. PEA GRAVEL (TYP) <br />V <br />a PERFORATIONS <br />z 0 (TYP) <br />- INTERMEDIATE <br />w PROBE PIPE <br />SAMPLING INTERVAL VARIES (TYP) <br />5'-0" MIN BENTONITE (TYP) <br />a <br />DEEP <br />-�— PROBE PIPE <br />PROBE PIPE WEIGHT (TYP) <br />m <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />DEPTH (FT) <br />8" MIN <br />WELL NO <br />LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL <br />¢5j <br />BOLLARDS <br />SCALE: NTS <br />SECTION <br />COUNTYOF <br />BARRIER <br />SAN JOAQUIN <br />NO SCALE <br />MONITORNGTION WELLLS ATOF TIHE NORTH COIUNTYA D <br />FOOTHILL SANITARY LANDFILLS <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER DATE <br />CHECKEDDATE APPROVAL RECOMMENDED DATE <br />J Chandra <br />7/13/09 <br />J Chandra. 1 7/13/09 1 <br />J Chandra 1 7/13109 <br />m <br />WELL SCHEDULE <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 1 7-11-09 CIAR11 rATION -I J CNMORA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. '- <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />1�m <br />�lm <br />DEPTH (FT) <br />WELL NO <br />(NOTE 4) <br />COW <br />BOLLARDS <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 />----- <br />53 <br />X <br />SG-105 <br />101 <br />-------- <br />58 <br />-------- <br />X <br />-------- <br />$G-106 <br />- 120 <br />67 _ <br />X-�-� <br />SG -107 <br />146 <br />80 <br />X <br />-SG-108 <br />-- <br />149 <br />- <br />82 <br />- <br />X <br />SG-109 <br />166 <br />--- <br />90 <br />-- - <br />X <br />----- <br />SG -110 <br />160 <br />87 <br />X <br />SGA 11 <br />128 <br />71 <br />X <br />SG -1 12 <br />106 <br />60 <br />X <br />SG -113 <br />103 <br />59 <br />V <br />X <br />- - <br />SG -1 14 <br />74 <br />44 <br />X <br />SG-115 <br />------ <br />66 <br />40 <br />X <br />SG -116 <br />72 _ <br />43 <br />X <br />I SGA 17 <br />66 <br />40 <br />X <br />SG -118 <br />63 <br />39 <br />X <br />_SG -119 <br />64 <br />- <br />39 <br />X <br />SG -120 <br />92 <br />-- 53 <br />------ <br />X -- <br />SG-121 <br />86 <br />- <br />50 <br />X <br />SG -122 <br />69 <br />-- 42 - <br />X <br />— <br />SG -123 <br />68 <br />— 441 <br />-- X - <br />— -- <br />SG-124 <br />-SG-125 <br />87 <br />51 <br />X <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 1 7-11-09 CIAR11 rATION -I J CNMORA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. '- <br />FOOTHILL LANDFILL WELL AND SCHEDULE Sheet No. <br />5 of 7 <br />1�m <br />�lm <br />