_GENERAL DOCUMENTS - C1981017 (218)

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J J 1./4J 1.i34 i,i C)5 1,li1 lli'>1 O FACTOR OF SAFETY= 1.71 AT X= 1200 Y= 475 R= 370.0 FACTOR OF SAFETY= 1.68 AT X= 1225 Y= 475 R= 370.0 FACTOR OF SAFETY= 1,68 AT X= 1250 Y= 475 R= 370.0 I 7R OF SAFETY= 1,70 AT X= 1275 Y= 475 R= 370.0 FALlM OF SAFETY= 1,76 AT X= 1300 Y= 475 R= 370.0 FACTOR OF SAFETY= 1.73 AT X= 1200 Y= 450 R= 345.0 FACTOR OF SAFETY= 1,68 AT X= 1225 Y= 450 R= 345.0 FACTOR OF SAFETY= 1.67 AT X= 1250 Y= 450 R= 345.0 FACTOR OF SAFETY= 1,70 AT X= 1275 Y= 450 R= 345,0 FACTOR OF SAFETY= 1.75 AT X= 13DO Y= 450 R= 345.0 FACTOR OF SAFETY= 1.75 AT X= 1200 Y= 425 R= 320.0 FA.:iOR OF SAFETY= 1.69 AT X= 1225 Y= 425 R= 320.0 FACTOn OF SAFETY= 1.67 AT X= 1250 Y= 425 R= 320.0 4CTOR OF SAFETY= 1.69 AT X= 1275 Y= 425 R= 320.0 FACTOR OF SAFETY= 1.74 AT X= 1300 Y= 425 R= 320.0 FACT OR OF SAFETY= 1.78 AT X= 1200 Y= 400 R= 295.0 FACTOR OF SAFETY= 1,71 AT X= 1225 Y= 400 R= 295,0 FACTOR OF SAFETY= 1,68 AT X= 1250 Y= 400 R= 295.0 FACTOR OF SAFETY= 1,69 AT X= 1275 Y= 400 R= 295.0 FACTOR OF SAFETY= 1.75 AT X= 1300 Y= 400 R= 295.0 FACTOR OF SAFETY= 1.81 AT X= 1200 Y= 375 R= 270.0 FACTOR OF SAFETY= 1.74 AT X= 1225 Y= 375 R= 270.0 FACTOR OF SAFETY= 1.71 AT X= 1250 Y= 375 R= 270.0 FACTOR OF SAFETY= 1,72 AT X= 1275 Y= 375 R= 270.0 FACTOR OF SAFETY= 1.7 , AT X= 13DO Y= 375 R= 270.0 SAFETY FACTORS FOR CIRCLES TANGENT TO ELEVATION 105 ` 'D V�-ORD 1200 1M 1250 1275 1300 ,I5 1.711 1.676 1.677 1.701 1.756 4_.0 1.726 1,677 1,670 1.696 1,748 46 1.750 1.691 1.673 1.694 1.738 4"fj 1,776 1,714 1,6K 1,694 1,746 375 1.807 1,735 1.707 1.719 1.761 SUM. WASTE PILE-CONSOLIDATION ANALYSIS 8-9-84 NCS 1028-013 hiATM UNIT WEIGHT= 62.4 EARTHQUAKE= 0 MMGM CE AT 0 FROM 0 TO 0 KINT X-ORD Y-ORD 1000.00 50.00 2 1645.00 135.00 0.00 100.00 4 1000.00 MOO 1065.00 110.00 6 1075#00 115.00 7 1155.00 125.00 8 1645.00 185.00 9 1520#00 307,00 10 1900.00 307.00 LINE LEFT RIGHT SOIL 1 1 2 1 2 3 4 2 3 4 5 2 4 5 6 2 6 .' 2 6 7 8 2