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S67— <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />WELL ENCLOSURE <br />z <br />all <br />INSCRIBE WELL NUMBER <br />EXISTING AND DATE IN WET CONCRETE <br />GROUND <br />CLASS 2 AB <br />IlAwk L+ 4 FT ALL ARCIIND <br />LaCONCRETE <br />�j �' `ddd��� b tai r, <br />NEAT CEMENT <br />3x3x3 DOBIE (EACH SIDE <br />5'-0" MIN <br />HALLOW <br />KUuL PIPE <br />6'� <br />Z PROBE PIPE TIP AT BOTTO.11 L 4% <br />LJ\OF ROCK SECTION (TYP) <br />> 5'-0" MIN 3 4" PROBE PIPE /"' 4 <br />TYP P <br />w <br />z < <br />6" <br />PE <br />0 A GRAVEL (TYP) <br />D z I - <br />> RFORATIONS <br />z (TYP) <br />}�y PROBE INTERMEDIATE <br />PIPE <br />SAMPLING INTERVAL VARIES (TYP) <br />5'-0" MIN BENTONITE (TYP) <br />�.S G S <br />DEEP t4 <br />PROBE PIPE <br />PROBE PIPE WEIGHT (TYP) <br />;a WELL BOTTOM <br />�. � l'.] � -�� 8" MIN <br />jj le Z �LFG MIGRATION MONITORING WELL FOOTHILL LANDFILL <br />5 SCALE: NTS SECTION <br />CONSTRUCTION OF PERIMETER LFG MIGRATION <br />COUNTY OF SAN JOAQUE MONITORING WELLS AT TI -E NORTH COUNTY AND <br />FOOTHILL SANITAI!Y LANDFILLS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED 777E <br />J Chandra 7/13109 J Chandra lo9g J Chandra 7/f3/09 <br />WELL SCHEDULE <br />FOOTHILL LANDFILL <br />uo 55 x <br />DEPTH (FT) <br />-105 101 58 x <br />-106 -120 67 x <br />WELL N <br />(NOTE 4) <br />COW <br />BOLLARDS <br />DIMA <br />DIM B <br />SG -110 00 7 x <br />BARRIE <br />SGA 12 106 60 x <br />SGA 13 10 X <br />---7,4 <br />SG -114 44 x <br />(NOTE 2) <br />(NOTE 3) <br />SG -102 <br />94 <br />54 <br />x <br />SG -1118 63 39 x <br />uo 55 x <br />T92 x <br />-105 101 58 x <br />-106 -120 67 x <br />SG ' -107 146 x <br />--80 <br />SG 108 149 1 X <br />SG -109 _166 0 x <br />SG -110 00 7 x <br />SG -111 128 71 i X <br />SGA 12 106 60 x <br />SGA 13 10 X <br />---7,4 <br />SG -114 44 x <br />SG -115 66 <br />SG -116 72 43 x <br />SGA 17 66 40 x <br />SG -1118 63 39 x <br />SG -119 64 39 x <br />SG -120 92 53 x <br />SG -121 86 50 x <br />.milli -122 69 x <br />SG -123 68 41 x <br />SG -124 87 51 x <br />EG -125 5 50 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 <br />DATE DE-S--TCIIY BY <br />4. DIMENSIONS MAY BE ADJUSTED By THE ENGINEER TO AVOID <br />7-13-09 CLARIFICATION - j cHANoRA <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />FOOTHILL LANDFILL WELL AND SCHEDULE <br />Sheet No. <br />5 of 7 <br />• <br />0 <br />