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U <br />n <br />11 <br />DIFFERENTIAL LANDFILL SETTLEMENT - 5% FINAL CLOSURE SLOPE <br />TOP GRADE AREA <br />BASE ELEVATION: <br />90 <br />I SHADED,AREAS„I-,iAV„E WEIGHTED AVERAGES <br />jiSEE NOTE 3 IN MODEL DESCRIPTION. <br />325 <br />7.3 <br />7.6 <br />7.7 <br />7.5 <br />7.4 <br />LANDFILL SURFACE CELLS - DEPTH ADJUSTED BY SLOPE <br />„.T.p <br />STARTING BASE ELEVATION: <br />100 <br />,,.,::,., 7.4 <br />7-41-- <br />4 _ - <br />7: <br />300 <br />300 <br />STARTING BASE ELEVATION: <br />110 <br />7.4 <br />7:4 <br />7, 6 <br />-7.5 <br />7.6 <br />7.4::..7:4 <br />:: <br />325n75 <br />0.0 <br />0.9 <br />1.9 <br />2.8 <br />3.7 <br />4.6 <br />5.4 <br />6.8 <br />7.4 <br />8.4 <br />9.3 <br />10.2 <br />7.51 <br />0.0 <br />0.9 <br />1.9 <br />2.7 <br />3.7 <br />4.5 <br />5.8 <br />6.8 <br />7.5 <br />8.7 <br />97 <br />10.0 <br />7.51 <br />0.0 <br />0.9 <br />1.9 <br />2.8 <br />3.8 <br />4.8 <br />5.5 <br />6.5 <br />7.3 <br />8.4 <br />9.4 <br />10.4 <br />7.51 <br />0.0 <br />0.9 <br />1.8 <br />2.7 <br />3.9 <br />4.7 <br />5.6 <br />6.7 <br />7.5 <br />8.4 <br />9.2 <br />9.9 <br />7,61 <br />0.0 <br />1.0 <br />1.8 <br />2.8 <br />3.7 <br />4.7 <br />5-7 <br />6.4 <br />7.5 <br />8.2 <br />9.1 <br />10.2 <br />200 <br />0.0 <br />1.0 <br />1.9 <br />2.9 <br />3.7 <br />4.6 <br />5.4 <br />6.8 <br />7.6 <br />8.4 <br />9.4 <br />10.6 <br />175 <br />0.0 <br />1.0 <br />1.9 <br />2.8 <br />3.7 <br />4.7 <br />5.8 <br />6.3 <br />7.5 <br />8.4 <br />9.1 <br />10.5 <br />150 <br />0.0 <br />0.9 <br />1.9 <br />2.8 <br />3.8 <br />4.7 <br />5.6 <br />6.3 <br />7.2 <br />8.6 <br />9.6 <br />10.2 <br />125 <br />0.0 <br />0.9 <br />1.9 <br />2.8 <br />3:6 <br />4.8 <br />53 ` <br />6.7 <br />7.7 <br />8.2 <br />9.1 <br />10.2 <br />100 <br />0.0 <br />0.9 <br />1.9 <br />2.8 <br />3.8 <br />4.8 <br />5.7 <br />6.5 <br />7.4 <br />&7 <br />9.7 " <br />10.7 <br />75 <br />0.0 <br />0.9 <br />1.8 <br />2.8 <br />3.8 <br />4.6 <br />5.4 <br />6.41 <br />7.7 <br />8.2 <br />95 <br />10.7 <br />50 <br />0.0 <br />1.0 <br />1.9 <br />2.8 <br />3.6 <br />4.5 <br />5.5 <br />6.8 <br />7.4 <br />8.5 <br />9A, <br />10.3 <br />25 <br />0.0 <br />0.9 <br />1.9 <br />2.7 <br />3.8 <br />4.6 <br />5.7 <br />6.4 <br />7.6 <br />8.8 <br />9.7 <br />10.6 <br />0 <br />0.0 <br />1.0 <br />1.8 <br />2.7 <br />3.7 <br />4.61 <br />51 <br />6.5 <br />7.3 <br />8.2 <br />9.4 <br />10A <br />7.4 <br />0 <br />25 <br />50 <br />751 <br />1001 <br />1251 <br />150 <br />175 <br />200 <br />225` <br />250 <br />275 <br />LIFT 10 <br />BASE ELEVATION: <br />90 <br />I SHADED,AREAS„I-,iAV„E WEIGHTED AVERAGES <br />jiSEE NOTE 3 IN MODEL DESCRIPTION. <br />325 <br />7.3 <br />7.6 <br />7.7 <br />7.5 <br />7.4 <br />' 7.7 <br />„.T.p <br />STARTING BASE ELEVATION: <br />100 <br />,,.,::,., 7.4 <br />7-41-- <br />4 _ - <br />7: <br />300 <br />300 <br />7.4 : <br />.. 7.4 <br />7.4 <br />7:4 <br />7, 6 <br />-7.5 <br />7.6 <br />7.4::..7:4 <br />:: <br />J%6 :: -7:6 <br />7.2 <br />275 <br />7.4 <br />7:3 <br />7.6 <br />3 251 <br />7.31 <br />7.7 <br />7 81 <br />7 21 <br />7.5 <br />7.51 <br />7 3 <br />741 <br />7.3 <br />7.5 <br />7.61 <br />77 <br />300.1- <br />7.71: <br />7.6 <br />741 <br />7131 <br />7.51 <br />7.51 <br />7.4 <br />7.31 <br />7.6 <br />7:6 <br />7.41_7.3 <br />7.6 <br />2751 <br />7.4 <br />7.4 <br />7 51 <br />761 <br />7.41 <br />7.51 <br />7.5 <br />7.5 <br />7.4 <br />7:4 <br />7.7 <br />7.6 <br />2501 <br />7.5 <br />7.5 <br />a 1 <br />7.51 <br />7.4 <br />7,61 <br />7.4 <br />7.4 <br />7.5 <br />7.51---7.5 <br />7.4 <br />7.8 <br />2251 <br />7.8 <br />7.4 <br />7 51---T61 <br />7.5 <br />7.4 <br />7.4 <br />7.4 <br />7.5 <br />7.4 . <br />7:.5 <br />74 "' <br />`7.® <br />2001 <br />7.5-: <br />-7.6 <br />751 <br />7.6 <br />7.4 <br />7.6 <br />7.6 <br />7.5 <br />7:4 .. <br />.7.6 <br />7:4 <br />7.3 <br />175 <br />7.4 <br />7:5 <br />7.4 <br />7.5 <br />7.4 <br />7.4 <br />7:6 <br />7.6 <br />7 `.4 <br />7: 5 <br />.7:5, . <br />7.5 <br />150 <br />7.4 ; <br />7.5 <br />-761 <br />7.61 <br />7.6 <br />7.41 <br />7.5 - <br />- 7.5 <br />7.6 <br />- T6 :: <br />7:6 <br />7:6 <br />7.5 <br />125 <br />7.6 ::: <br />7.5 <br />7.61 <br />7.5 <br />7:4 <br />7:6 <br />::.7.5 - <br />7.4 . <br />T.4 <br />- 7:6 - <br />:.7:6 <br />7.6 <br />100 <br />77:--'- <br />7.4 <br />7.4 <br />7.4 <br />7:5 <br />7.6 <br />7.7'-' <br />7:6 <br />7.6` <br />74 <br />`7. <br />7.4' <br />75 <br />7.5 <br />.7:4 <br />7.4 <br />7.6 <br />7:5 . <br />7.7 _ <br />7.6 <br />7:6 <br />-:.7.5 = <br />7:6 <br />,;7:4 <br />7.4 <br />0 <br />75 <br />:7-:4 <br />7.4 <br />7.6 <br />74 <br />.7.6_ <br />7.6 <br />76 -,..:m7:6; <br />.:76 <br />7:4, <br />7.5 <br />25 <br />7.4 ::: <br />7.6 <br />7.4 <br />7.6 <br />7.6 <br />7.6 <br />-7.6 .: <br />7.6 : <br />7!5 :, <br />7:4' <br />:7:4 <br />7.5 <br />0 <br />72 <br />7.3 <br />7.6 <br />7.2 <br />7.4 <br />7.6 <br />7.4 <br />7.5 <br />7.3 <br />7.5 <br />7.5 <br />0 <br />I.T41 <br />251 <br />501 <br />75 <br />100 <br />125 <br />150 <br />175 <br />200 <br />" 225 <br />250 <br />"'275 <br />LIFT`9 <br />BASE ELEVATION: <br />90 <br />I SHADED,AREAS„I-,iAV„E WEIGHTED AVERAGES <br />jiSEE NOTE 3 IN MODEL DESCRIPTION. <br />325 <br />7.3 <br />7.6 <br />7.7 <br />7.5 <br />7.4 <br />' 7.7 <br />„.T.p <br />y. 6 <br />7 5 <br />,,.,::,., 7.4 <br />7-41-- <br />4 _ - <br />7: <br />300 <br />300 <br />7.4 : <br />.. 7.4 <br />7.4 <br />7:4 <br />7, 6 <br />-7.5 <br />7.6 <br />7.4::..7:4 <br />:: <br />J%6 :: -7:6 <br />7.2 <br />275 <br />7.4 <br />7:3 <br />7.6 <br />7.6 <br />7.4 <br />7.4 <br />7A <br />-7.5 .,:.. <br />7;.5 ,: <br />:7.7 ::7:5 <br />7.6. <br />250 <br />7.5 <br />_ Z.6 <br />7:5 <br />7:6 <br />T:5 <br />- 7:5 <br />7.6 : <br />7.6 <br />7`_6 <br />7.4 <br />7:6 <br />7.6 <br />225 <br />7.6 <br />7.4 <br />7.6 <br />7.6 <br />T5 <br />7.6 <br />7.5 <br />ZS <br />7:6 <br />7:4 <br />7:4 <br />7.3 <br />200 <br />7.4 <br />7.4 <br />7.6 <br />7.4 <br />7.6 <br />7.7 <br />7.6 <br />7.6 <br />7:4 <br />7.5 <br />7.41 <br />7.7 <br />175 <br />7.5 1 <br />7.4 <br />7.6 <br />7.5 <br />7.4 <br />7.6 <br />7.5 <br />7.5 <br />7.4 <br />7.5 <br />7.51 <br />7.6 <br />150 <br />7.71. <br />- 7.4 <br />7.6 <br />7.5 <br />7.4 <br />.7.6 <br />7.7 <br />-7.4 <br />7.5 <br />7.6 <br />7:4 <br />7.7 <br />125 <br />7.71 <br />7.5 <br />7.6 <br />7.6 <br />7.4 <br />7.5 <br />7.4 <br />7.5 <br />7.4 <br />7-A <br />7.4 <br />7.5 <br />1001 <br />7.3 <br />_: 7.6 <br />7.4 <br />7.5 <br />7.5 <br />- 7.4 <br />7.3 <br />7.4 <br />7-5 <br />7.4 <br />7.4 <br />7.8 <br />751 <br />50 <br />25 <br />0 <br />7.8 <br />7.7 : <br />7.8 <br />7.4 <br />0 <br />7.5 <br />7.4 <br />7.6 <br />7.5 <br />25 <br />7.5 <br />7.4 <br />7.5 <br />7.3 <br />50 <br />7.6 <br />7.4 <br />TA <br />7.3 <br />751 <br />7:5 <br />7.5 <br />7.4 <br />7.8 <br />100 <br />7.4 . <br />7.5 <br />7.5 <br />7.2 <br />125 <br />7.4 <br />7.4 <br />7.5 <br />7-6 <br />150 <br />7.4 <br />7.5 <br />7.5 <br />7.3 <br />175 <br />- 7:4 <br />7.6 <br />TA <br />7.3 <br />200 <br />-:7:4 <br />7.5 <br />76 - <br />7.6 <br />2251 <br />=7:5 <br />7.4 <br />A <br />7.4 <br />Ml <br />7.3 <br />7.7 <br />7.4 <br />7.8 <br />275 <br />