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FIGURES <br />FIGUREI GENERAL LOCATION MAP........................................................................................................... 1 <br />FIGURE 2.03-1 PROPOSED NEWSPAPER ADVERTISEMENT........................................................................... <br />2 <br />FIGURE 2.04.6-1 GENERAL STRUCTURAL SETTING..................................................................................... <br />3 <br />FIGURE 2.04.6-2 GENERALIZED STRATIGRAPHIC COLUMN......................................................................... <br />4 <br />FIGURE 2.04.7-1 DRAWDOWN CURVE......................................................................................................... <br />5 <br />FIGURE 2.04.7-2 TIME DRAWDOWN PLOT.................................................................................................. <br />6 <br />FIGURE 2.04.7-3 TAYLOR CREEK FLOWS 1975-1981.................................................................................. <br />7 <br />FIGURE 2.04.7-4 WILSON CREEK FLOWS 1975-1981.................................................................................. <br />8 <br />FIGURE 2.04.7-5 GOODSPRING CREEK FLOWS 1975-1981.......................................................................... <br />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.................................................................................... <br />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.................................................................................... <br />13 <br />FIGURE 2.04.7-8 MEAN, MAX, MIN AND STA........................................................................................... <br />14 <br />NDARD DEVIATION FOR TSS IN MG/L FOR WATERSHEDS NEAR COLOWYO MINE, 1975-1981 ................. <br />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................................................................................... <br />15 <br />FIGURE 2.04.7-10 MEAN, MAXIMUM, AND STANDARD DEVIATION FOR IRON (DISSOLVED 1l/L FOR <br />WATERSHEDS NEAR COLOWYO M[NE, 1975-1981................................................................................... <br />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................................................................................... <br />17 <br />FIGURE 2.04.8-1 WIND ROSE - MINE SITE................................................................................................ <br />18 <br />FIGURE 2.04.8-2 WIND ROSE - GOSSARD LOADOUT................................................................................ <br />19 <br />FIGURE 2.04.10-1 ENVIRONMENTAL GRADIENT/PLANT TOLERANCE....................................................... <br />20 <br />FIGURE 2.05-1 PUBLISHED BLASTING SCHEDULE..................................................................................... <br />21 <br />FIGURE 2.05-2 BLASTING RECORD........................................................................................................... <br />22 <br />FIGURE 2.05-3 COLOWYO CHARGEWEIGHT SHEET................................................................................... <br />25 <br />FIGURE 2.05-4 SEISMOGRAPH REPORT..................................................................................................... <br />26 <br />FIGURE 2.05-5 SECTION 16 PIT EXTENSION.............................................................................................. <br />27 <br />FIGURE 2.05-6 EAST PIT SEDIMENT CONTROL STRUCTURES.................................................................... <br />28 <br />FIGURE 2.06-1 PROPOSED PUBLIC NOTICE FOR EXPERIMENTAL PRACTICE .............................................. <br />29 <br />FIGURE 4.12-1 WILD LAND FIRE AREA..................................................................................................... <br />30 <br />FIGURE 4.12-2 WILD LAND FIRE AREA..................................................................................................... <br />31 <br />FIGURE 4.12-3 TRI-STATE DISTURBANCE AREAS..................................................................................... <br />32 <br />FIGURE 4.12-4 EMERGENCY ROAD LOCATION.......................................................................................... <br />33 <br />FIGURE 4.15-1 DEMONSTRATION SHRUB PLOT......................................................................................... <br />34 <br />FIGURE 4.18-1 RAPTOR PROTECTION RETROFITTING OF EXISTING POWER POLES .................................... <br />35 <br />FIGURE 4.18-2 TYPICAL EAGLE -SAFE THREE-PHASE POLE CONFIGURATION ........................................... <br />37 <br />FIGURE 4.18-3 TYPICAL EAGLE -SAFE THREE-PHASE POLE CONFIGURATION ........................................... <br />38 <br />FIGURE 4.18-4 TYPICAL DISTRIBUTION SINGLE-PHASE POLE CONFIGURATION ....................................... <br />39 <br />FIGURE 4.18-5 TYPICAL DISTRIBUTION THREE-PHASE POLE CONFIGURATION ........................................ <br />40 <br />FIGURE 4.18-6: TYPICAL DEADEND STRUCTURE POLE CONFIGURATION................................................. <br />41 <br />Figures vii Revision Date: 02/26/16 <br />Revision No.: MR -151 <br />