Laserfiche WebLink
AUSTIN ROAD LANDFILL VERTICAL EXPANSION <br />PRIMARY AND SECONDARY SETTLEMENT OF EXISTING LANDFILL UNDER VERTICAL EXPANSION (LF 3) <br />REFUSE DENSITY: <br />70 LBSIFT"3 <br />VOID RATIO (Eo) <br />2 <br />PRIMARY CONSOLIDATION COEF. (Cc) <br />0.5 <br />SECONDARY CONSOLIDATION COEF. (Cs) <br />0.02 <br />INITIAL TIME FOR SEC, SETTLEMENT (T1) <br />1 YEARS <br />END TIME FOR SEC. SETTLEMENT (T2) <br />30 YEARS <br />SECONDARY SETTLEMENT : <br />TOTAL SE_ TTLEMENT <br />PRIMARY SETTLEMENT <br />DEPTH OF EXISTING SEC.;,SET. <br />SEC + PRIMARY <br />INITIAL LIN FI <br />AL LINER INITJAL LINER FINAL LINER <br />STATION <br />REFUSE N1 <br />6 <br />DEPTH OF <br />EL. <br />UPPER HALF <br />SLOPE <br />SLOPE <br />LOWER HALF <br />100 <br />TOTAL PRI M, <br />STATION <br />LINER <br />DEPTH OF EXISTING <br />COVER <br />VERTICAL EXP. <br />Po 121 <br />P2131 <br />SETTLEMENT <br />Po 151 <br />P2131 SETTLEMENT <br />4 <br />SETTLEMENT <br />6.596 <br />ELEVATION <br />REFUSE H1 <br />ELEV <br />REFUSE H2 FT 1 <br />LBSJFT"2 <br />(LBS/FTA <br />(FT) 4 <br />1180 <br />7550 <br />0.7 <br />1.6 <br />1200 <br />45 <br />10 <br />150 <br />101 <br />76 <br />655 <br />1005 <br />7550 <br />5800 <br />0.9 <br />2.1 <br />2580 <br />5800 <br />1.3 <br />3.4 <br />1400 <br />60 <br />30 <br />140 <br />130 <br />56 <br />1180 <br />4400 <br />2.2 1 <br />3280 <br />4400 <br />1.2 <br />3.5 <br />1600 <br />70 <br />40 <br />50 <br />120 <br />36 <br />30001 <br />2.1 <br />3980 <br />3000 1 <br />1.0 <br />3.1 <br />1800 <br />80 <br />60 <br />105 <br />11 <br />_____L3551 <br />1530L <br />12501 <br />4680 <br />12501 <br />0.5 <br />1,8 <br />2000 <br />90 <br />SECONDARY SETTLEMENT : <br />TOTAL SE_ TTLEMENT <br />DEPTH OF EXISTING SEC.;,SET. <br />SEC + PRIMARY <br />INITIAL LIN FI <br />AL LINER INITJAL LINER FINAL LINER <br />STATION <br />REFUSE N1 <br />6 <br />SETTLEMENT FT <br />EL. <br />EL <br />SLOPE <br />SLOPE <br />1200 <br />100 <br />10 <br />1.74 <br />45 <br />43 ?S6 <br />:.•.. ;..:::.. <br />7.5% <br />6.596 <br />1400 <br />30 <br />0.3Q <br />65 <br />60 <br />56.$5 <br />;•:... <br />5 0% <br />4.9% <br />1600 <br />40 <br />0 39 <br />387 <br />70 <br />66.J3 <br />5.0% <br />5.1% <br />1800 <br />50 <br />0.4!a <br />3 62 <br />80 <br />76 8 <br />5 0% <br />5.6% <br />2000 <br />60 <br />0.59 <br />2.401 <br />901 <br />87.0 <br />111 COVER EL. -LINER EL -4 FEET OF COVER SOIL <br />121 WEIGHT OF COVER SOIL OVER EXISTING REFUSE: 4'k 120 LBS/FT-3'+ WEIGHT EX,REFUSL -.25 -'H <br />(3) WEIGHT OF VERTICAL EXP. REFUSE AND FINAL COVER: DEPTH OF NEW REFUSE i, DENSITY + 4'X 120 LBS/FT <br />(41 PRIMARY CONSOLIDATION SE#TLEMEhT OF V2 EX, REFUSE bEPTH t H1J2 ®(Cc l 1 + Eo) • EOG ( iso + P2 / Po) <br />151 WEIGHT OF COVER SOIL OVER EXISTING REFUSE: 4')( 120 LSSJFT13 + WEIGHT EX. REFUSE '.75 - H <br />(6) SECONDARY SETTLEMENT a H1 - (Ca 1(1 + Ee )) ' LOG(T21 T1) <br />VECONSD.XLS 7119/95 3:39 PM ENGR: RW BECK I MU <br />