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Table 1A-9. Cakulations for llme required for topsoigng page 5 <br />East Panel Pads 5 A Road <br /> Production Ad)usled" Fleet <br /> Route Route Cubk Rate Production Scraper FIeH Cost Tafal <br /> From To Yards (cydslhr) (cydsRrr) Hours Hours (Slhr) (S) <br /> JG2 8 JG3 Johnson 7R, 8R 8 9R 29,727 395.5 396 75.2 9.4 2339.02 21,976 <br /> WP2 West Pyead 1 8 2 10,404 513.75 514 20.3 2.5 2339.02 5,921 <br /> MP2 Middle Pyealt 1, 2 8 3 12,500 389.35 389 32.1 4.0 2339.02 9,387 <br /> EP2 East Pyeatt 1 3,700 583.41 583 6.3 0.8 2339.02 1,854 <br /> EP3 East Pyealt 3 7,500 575.83 576 13.0 1.6 2339.02 3,808 <br /> EP4 East Pyeatt 2 4,50D 688.83 689 6.5 0.8 2339.02 1,910 <br /> GP1~1 Grouse 1 & 2 " 13,212 484.25 484 27.3 3.4 2339.02 7,977 <br /> SPS94 Sage 1 (West)" 6,318 593.34 593 10.6 1.3 2339.02 3,113 <br /> SP634 Sage 1 8 2 " 12,204 395.62 396 30.8 3.9 2339.02 9,019 <br /> A9S2 Oak 1 8 2 8,090 376.11 376 21.5 2.7 2339.02 6,289 <br /> FWF97-1 West Flume 1 4,705 3%.62 396 11.9 1.5 2339.02 3,477 <br /> A99.3 Middle Flume 1 & 3 9,000 458.53 459 19.6 2.5 2339.02 5,739 <br /> A98.3 Middle Flume 3 (East) 4,365 405.68 406 10.8 1.3 2339.02 3,146 <br /> 9EFL East Flume 1 5,551 392.4 392 14.1 1.8 2339.02 4,136 <br /> PRO SCORIA Scoria 19,725 398.36 398 49.5 6.2 2339.02 14,477 <br /> 9HRS Horse Pond 4,235 459.82 460 9.2 1.2 2339.02 2,693 <br /> A9S2 ANR1 North A Road 5,458 243.78 244 22.4 2.8 2339.02 6,546 <br /> A973 ANR2 North A Road 15,484 446.49 446 34.7 4.3 2339.02 10,139 <br /> A92-1 ANR3 North A Road 106,960 265.58 266 402.7 50.3 2339.02 117,752 <br /> Total 283,638 346 346 818.7 102.3 2339,02 239,361 <br />• <br /> ' - No visibility cor rection required for ore shift per day operatbn <br />1-47 <br />