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BOLLARDS OR COW BARRIERS PER SCHEDULE <br />1/4° WEEP HOLE <br />INSCRIBE WELL NUMBER AND DATE IN WET CONCRETE <br />r- CLASS 2 AG BASE, 4 FT ALL AROUND <br />NEAT CEMENT <br />HARD PAN. PLACE 4° BENTONITE <br />ALL AROUND. SEE NOTE 5 <br />3x3x3 DOBIE (EACH SIDE) <br />NEAT CEMENT <br />r1-LFG MIGRATION MONITORING WELL — NORTH COUNTY LANDFILL <br />\,,!u3 SCALE: NTS SECTION <br />COUNTY OF SAN JOAQUIN NO SCALE MONITORING WELLS NORTH COUNT <br />SANITARY LANDFILL <br />DRAWN BY OATS PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMME <br />J Chandra S9/OB J Chandra 519M M Carroll <br />• <br />•.- s 1t ; <br />DEPTH (FT)SOLLARDS <br />WELL td NOTE 4 <br />X11 A GIM B <br />CCAlY <br />RIEAREA <br />(NOS 2) <br />(NOTE 3) <br />MITIGATION <br />RESTRICT <br />SGA 1 75 43 <br />X <br />X <br />SG -12 75 43 <br />X <br />X _ <br />SG -13 _ 75 43 <br />X <br />X_ <br />SG -14 87 48 <br />X <br />X <br />SG -15 85 48 <br />X <br />X <br />S&16 80 45 <br />X <br />X <br />SG -17 80 45 <br />X <br />SG -18 83 47 <br />X <br />SG -19 85 48 <br />X <br />SG -20 85 48 <br />X <br />SG -21 76 43 <br />X <br />SG -22 78 44 <br />X <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 5 AND 6 ON SHEET 6. <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />5. DEPTH OF HARD PAN VARIES 1 FT TO 3 FT. NOTE DEPTH OF HARDPAN <br />DURING DRILLING. PLACE NEAT CEMENT OR BENTONITE AGAINST HARD PAN. <br />DES <br />NORTH COUNTY LANDFILL WELL AND SCHEDULE Sheet No. <br />3 of 7 <br />