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2009-06-08_REPORT - M1980244
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2009-06-08_REPORT - M1980244
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Last modified
6/15/2021 5:52:21 PM
Creation date
6/9/2009 11:11:28 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
6/8/2009
Doc Name
Weekly Construction Assurance ("CQA") Reports- 5/24/09
From
CC&V
To
DRMS
Type & Sequence
AM9
Email Name
BMK
Media Type
D
Archive
No
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amec <br />Earth & Environmental <br />5/3012009 LOB Under round Workings <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' elev. Working is in cut. No remediation. <br /> 2006 54066.629 38153.84 10175.45 Not in LOB haul road footprint <br /> 2007 54048.3 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 53982.138 38121.823 10148.473 Shaft in cut. No remediation. Cut being performed in area <br /> 2012 54004.148 38113.49 10151.034 Shaft in cut. No remediation. Cut being performed in area <br /> 2013 54000.689 38085.834 10140.068 Shaft in cut. No remediation. Cut being performed in area <br /> 2014 53974.82 38089.862 10133.673 Shaft in cut. No remediation. Cut being performed in area <br /> 2015 53978.476 37990.783 10100.528 Tornado Shaft at road elevation. Backfill was completed 5/8/2009 <br /> 2017 54129.748 37916.308 10106.209 Removed during cut. No remediation required <br /> 2018 54573.755 37562.074 10071.456 Shallow shaft in cut. 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. Work completed 4/7/09. <br /> 2020 54652.14 37500.975 10037.916 Shallow shaft in fill. Backfill shaft with structural fill. Backfill was com lete4/17/09 <br /> 2021 54749.88 37727.329 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 10257.719 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 Removed during LOB Pad cut <br /> 2029 53959.714 38101.139 10124.015 Removed during LOB Pad cut <br /> 2030 53693.594 38234.679 10071.748 Shaft exposed and Backfilled. Completed <br /> 2035 53445.518 38116.952 9981.517 No Remediation Required <br /> 2036 53511.741 37946.571 9976.853 Shaft was re-surveyed. Remediation Started 16 Ma '09 Work completed May 18, '09 <br /> 2037 53262.75 38599.62 9974.29 No Remediation Required <br /> 2038 53155.24 37951.52 9854.09 Walter Shaft: Backfill Remediation per Remediation Plan 3/20/2009 Completed 5/2/2009 <br /> 2039 52921.48 38797.4 9790.24 Remediation Complete 4/15/09 <br /> Pending LOB Underground Workings <br />5/30/2009 <br /> 2016 53897.185 37972.07 10079.118 Connected to Tornado Shaft. Remediation in progress. <br /> 2031 53780.553 37961.822 10049.108 Backfill Remediation <br /> 2032 53704.086 37963.731 10031.741 Backfill Remediation <br /> 2033 53426.918 37966.416 9952.933 Backfill Remediation <br /> 2034 53393.731 38048.556 9952.576 Backfill Remediation <br /> 2040 53560.41 37960.82 9968.59 Remediation in progress. <br />Figure 2 LOB Underground Working Summary <br />Sheet 8 of 9 LOB Weekly Report WE 05.30.09.D.doc
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