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2020-06-25_REVISION - C1981019 (3)
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2020-06-25_REVISION - C1981019 (3)
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Last modified
12/27/2024 9:47:16 PM
Creation date
6/25/2020 10:53:15 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Revision
Doc Date
6/25/2020
Doc Name
Proposed Revision Materials
From
Colowyo Coal Company, LP
To
DRMS
Type & Sequence
MR218
Email Name
ZTT
JDM
Media Type
D
Archive
No
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FIGURES <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 µ/L FOR <br /> WATERSHEDS NEAR COLOWYO MINE, 1975-1981 .................................................................................. 15 <br /> FIGURE 2.04.7-10 MEAN,MAXIMUM,AND STANDARD DEVIATION FOR IRON(DISSOLVED µ/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 /> PAGE INTENTIONALLY LEFT BLANK.........................................................................................................29 <br /> FIGURE 4.12-1 WILD LAND FIRE AREA.................................................................................................... 30 <br /> FIGURE 4.12-2 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 WILD LAND FIRE AREA............................................................................................ 36 <br /> FIGURE 4.15-1 DEMONSTRATION SHRUB PLOT......................................................................................... 37 <br /> FIGURE 4.18-1 RAPTOR PROTECTION RETROFITTING OF EXISTING POWER POLES.................................... 38 <br /> FIGURE 4.18-2 TYPICAL EAGLE-SAFE THREE-PHASE POLE CONFIGURATION...........................................40 <br /> FIGURE 4.18-3 TYPICAL EAGLE-SAFE THREE-PHASE POLE CONFIGURATION...........................................41 <br /> FIGURE 4.18-4 TYPICAL DISTRIBUTION SINGLE-PHASE POLE CONFIGURATION.......................................42 <br /> FIGURE 4.18-5 TYPICAL DISTRIBUTION THREE-PHASE POLE CONFIGURATION. .......................................43 <br /> FIGURE 4.18-6: TYPICAL DEADEND STRUCTURE POLE CONFIGURATION.................................................44 <br /> Figures Viii Revision Date: 5/14/20 <br /> Revision No.: MR-218 <br />
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