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amelo <br />LOB Mine Workings Summary FIGURE 2 <br />3121/2009 <br />ID# Northing Eastin Elevation Comments <br />2001 50199.458 40213.67 10174.951 On edge of VLF footprint. Shallow shaft Backfill with structural fill. <br />2002 49681.855 39111.85 10222.514 Shallow shaft Backfill with structural fill. <br />2003 54670.511 37987.468 10189.265 Not in LOB haul road footprint <br />2004 54317.717 37821.732 10112.226 In cut. No remediation needed. <br />2005 54228.037 38046 401 10174.113 Shaft or collapse into Raven Tunnel 10.100' elv. Working is in cut. no remediation <br />2006 54066.629 38153.84 1017545 Not in LOB haul road footprint <br />2007 540483 38214.844 10190.934 Not in LOB haul road footprint <br />2008 54036.13 38197.064 10188.578 Not in LOB haul road footprint <br />2009 53994.91 38183 725 10168.716 Not in LOB haul road footprint <br />2010 53982.346 38121.653 10148.466 Shaft in cut. No remediation. Cut being performed in area <br />2011 <br />2012 <br />2013 <br />'l)14 53982.138 <br />54004.148 <br />54000 689 <br />:097.1 u,' 38121.823 <br />38113.49 <br />3808,5 834 <br />.i`li!i 'i h{;? 10148.473 <br />10151.034 <br />10140 068 <br />1013,i 673 Shaft in cut No remediation. Cut beingperformed in area <br />Shaft in cut No remediation. Cut being performed in area <br />Shaft in cut No remediation Cut being performed in area <br />Shaft In ctit No f-nwd.rltl(7n Cut t-!f'I^?1i'rfURn ('[l it-, :iro,-1 <br />2015 53978.476 37990.783 10100.528 Tornado Shaft at road elevation. Dee workings down to 9,000 ft elv. <br />2016 53897.185 37972.07 10079.118 Stoped at surface connected to Tornado Shaft. Could reach 9,000 ft elv. <br />0'.7 <br />2018 4 129 I lri <br />54573.755 V( lr ±Ou <br />37562.074 Ulii„ ?10ro <br />10071.456 n 'ut Likt I, nn n rn wdi•_Ci<ni ie_iwrei <br />Shallow shaft in rut. Backfill shaft with structural fill. Removed during cut <br />2019 54641.412 37585.877 10065.009 Shallow shaft in cut. Backfill shaft with structural fill. Horiz. drift running in an east. <br />2020 54652 14 37500.975 10037.916 Shallow shaft in fill. Backfill shaft with structural fill. Backfilled <br />2021 54749 88 37727329 10090.254 Haulage tunnel in cut. No remediation Removed during cut <br />2022 54866 79 37768.44 10081.047 Shallow shaft in cut. Backfill shaft with structural fill. Backfilled <br />2023 55130.037 37883.8 10081.745 Not in LOB haul road footprint <br />2024 55065.199 38273.248 10255.281 Not in LOB haul road footprint <br />2025 55147.916 38335.892 10257719 Not in LOB haul road footprint <br />2026 55132.735 38272.95 10249.238 Not in LOB haul road footprint <br />2027 55164.21 37686.05 0 Haulage tunnel in fill. No remediation Fill laced Completed <br />2028 54615.713 37641.886 10068.216 Pending comment from John Lupo Removed during cut <br />2029 53959.714 38101.139 10124.015 Pending comment from John Lupo <br />2030 53693.594 38234.679 10071.748 Pending comment from John Lupo <br />2031 53780.553 37961.822 10049.108 Pending comment from John Lupo <br />2032 53704.086 37963.731 10031.741 Pending comment from John Lupo <br />2033 53426.918 37966.416 9952.933 Pending comment from John Lupo <br />2034 53393.731 38048.556 9952.576 Pending comment from John Lupo <br />2035 53445.518 38116.952 9981.517 Pending comment from John Lupo <br />2036 53511.741 37946.571 9976.853 Pending comment from John Lupo <br />2037 53262.75 38599.62 9974.29 P(!nd:nq r.onil from John Lupo <br />FYI to Ames <br />53698 38233 Upper Raven Tunnel at 10.100 it elv Tunnel portal will be intercepted as art of the road cut <br />54447 37794 Raven Tunnel at 10,100 ft parallels the road to 54273 37991 <br />Road elevation is below funnel, but contractor should be made aware of this working <br />Sheet 8 of I 1 LOB Weekly Report WE 03.21.09.1)