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2022-12-20_PERMIT FILE - C1981019A (2)
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2022-12-20_PERMIT FILE - C1981019A (2)
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Last modified
9/19/2023 10:22:16 AM
Creation date
8/25/2023 8:47:30 PM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
12/20/2022
Section_Exhibit Name
Table of Contents
Media Type
D
Archive
Yes
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FIGURES <br /> <br />Figures viii Revision Date: 12/14/22 <br /> Revision No.: MR-245 <br />Contents <br />FIGURE 1 GENERAL LOCATION MAP ........................................................................................................... 1 <br />FIGURE 2.03-1 PROPOSED NEWSPAPER ADVERTISEMENT ........................................................................... 2 <br />FIGURE 2.04.6-1 GENERAL STRUCTURAL SETTING ..................................................................................... 3 <br />FIGURE 2.04.6-2 GENERALIZED STRATIGRAPHIC COLUMN ......................................................................... 4 <br />FIGURE 2.04.7-1 DRAWDOWN CURVE ........................................................................................................ 5 <br />FIGURE 2.04.7-2 TIME DRAWDOWN PLOT .................................................................................................. 6 <br />FIGURE 2.04.7-3 TAYLOR CREEK FLOWS 1975-1981 .................................................................................. 7 <br />FIGURE 2.04.7-4 WILSON CREEK FLOWS 1975-1981 .................................................................................. 8 <br />FIGURE 2.04.7-5 GOODSPRING CREEK FLOWS 1975-1981 .......................................................................... 9 <br />FIGURE 2.04.7-6 MEAN, MAX, MIN AND STANDARD DEVIATION OF PH UNITS MEASURED FOR <br />WATERSHEDS NEAR COLOWYO MINE 1975-1981 .................................................................................... 10 <br />FIGURE 2.04.7-7 MEAN, MAX, MIN AND STANDARD DEVIATION OF TDS UNITS MEASURED FOR <br />WATERSHEDS NEAR COLOWYO MINE 1975-1981 .................................................................................... 13 <br />FIGURE 2.04.7-8 MEAN, MAX, MIN AND STANDARD DEVIATION FOR TSS IN MG/L FOR WATERSHEDS <br />NEAR COLOWYO MINE, 1975-1981 .......................................................................................................... 14 <br />FIGURE 2.04.7-9 MEAN, MAXIMUM, AND STANDARD DEVIATION FOR IRON (DISSOLVED /L FOR <br />WATERSHEDS NEAR COLOWYO MINE, 1975-1981 .................................................................................. 15 <br />FIGURE 2.04.7-10 MEAN, MAXIMUM, AND STANDARD DEVIATION FOR IRON (DISSOLVED /L FOR <br />WATERSHEDS NEAR COLOWYO MINE, 1975-1981 .................................................................................. 16 <br />FIGURE 2.04.7-11 MEAN, MAXIMUM, AND STANDARD DEVIATION FOR SUSPENDED SOLIDS (MG/L) FOR <br />WATERSHEDS NEAR COLOWYO MINE, 1975-1981 ................................................................................... 17 <br />FIGURE 2.04.8-1 WIND ROSE – MINE SITE ................................................................................................ 18 <br />FIGURE 2.04.8-2 WIND ROSE – GOSSARD LOADOUT ................................................................................ 19 <br />FIGURE 2.04.10-1 ENVIRONMENTAL GRADIENT/PLANT TOLERANCE ....................................................... 20 <br />FIGURE 2.05-1 TYPICAL PUBLISHED BLASTING SCHEDULE ...................................................................... 21 <br />FIGURE 2.05-2 TYPICAL BLASTING RECORD ............................................................................................. 23 <br />FIGURE 2.05-3 TYPICAL COLOWYO CHARGEWEIGHT SHEET .................................................................... 25 <br />FIGURE 2.05-4 SEISMOGRAPH REPORT ..................................................................................................... 26 <br />FIGURE 2.05-5 SECTION 16 PIT EXTENSION .............................................................................................. 27 <br />FIGURE 2.05-6 EAST PIT SEDIMENT CONTROL STRUCTURES .................................................................... 28 <br />FIGURE 4.05.7-1 EAST TAYLOR SEEP FRENCH DRAIN .............................................................................. 29 <br />FIGURE 4.12-1 2012 WILD LAND FIRE AREA ............................................................................................ 30 <br />FIGURE 4.12-2 2013 WILD LAND FIRE AREA ............................................................................................ 31 <br />THIS PAGE INTENTIONALLY LEFT BLANK ................................................................................................. 32 <br />FIGURE 4.12-4 EMERGENCY ROAD LOCATION .......................................................................................... 33 <br />FIGURE 4.12-5 2016 WILD LAND FIRE AREA ............................................................................................ 34 <br />FIGURE 4.12-6 2018 WILD LAND FIRE AREA ............................................................................................ 35 <br />FIGURE 4.12-7 2019 AND 2022 WILD LAND FIRE AREA ........................................................................... 36 <br />FIGURE 4.12-8 2021 WILD LAND FIRE AREA ............................................................................................ 37 <br />FIGURE 4.15-1 TALL SHRUB TEST PLOT LOCATIONS ................................................................................ 38 <br />FIGURE 4.18-1 RAPTOR PROTECTION RETROFITTING OF EXISTING POWER POLES .................................... 39 <br />FIGURE 4.18-2 TYPICAL EAGLE-SAFE THREE-PHASE POLE CONFIGURATION ........................................... 41 <br />FIGURE 4.18-3 TYPICAL EAGLE-SAFE THREE-PHASE POLE CONFIGURATION ........................................... 42 <br />FIGURE 4.18-4 TYPICAL DISTRIBUTION SINGLE-PHASE POLE CONFIGURATION ....................................... 43 <br />FIGURE 4.18-5 TYPICAL DISTRIBUTION THREE-PHASE POLE CONFIGURATION. ....................................... 44 <br />FIGURE 4.18-6: TYPICAL DEADEND STRUCTURE POLE CONFIGURATION. ................................................ 45 <br />
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