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Cripple Creek & Victor Gold Mining Company
<br />Squaw Gulch Valley Leach Facility-Phase 1
<br />(9,550' Bench to Completed Areas Outlined on Figure 2)
<br />Geomembrane Panel Deployment Summary
<br />VISUAL
<br />OBSERV.REMARKS
<br />APPROXIMATE
<br />DEPLOYMENT
<br />DEPLOYMENT
<br />QUANTITIES
<br />MIN. OVERLAP
<br />ESTABLISHED
<br />LENGTH
<br />(feet)
<br />WIDTH
<br />(feet)
<br />AREA
<br />(by survey)
<br />(feet2)
<br />CUMULATIVE
<br />QUANTITY
<br />(feet2)
<br />QA
<br />MONITOR
<br />PANEL
<br />NUMBER
<br />ROLL
<br />NUMBER
<br />DEPLOY
<br />DATE
<br />AMBIENT
<br />TEMP.
<br />(°F)
<br />AVERAGE
<br />SHEET
<br />THICKNESS
<br />(mils)
<br />P-931 086089 08/21/15 75 80 AF X YES 30 14 257 2,934,830
<br />P-932 082024 08/22/15 71 80 JR X YES 334 22.5 6,959 2,941,790
<br />P-933 081004 08/22/15 71 80 JR X YES 323 22.5 7,081 2,948,871
<br />P-934 082018 08/22/15 73 80 JR X YES 313 22.5 6,898 2,955,769
<br />P-935 081016 08/22/15 75 80 JR X YES 306 22.5 6,675 2,962,444
<br />P-936 081017 08/22/15 73 80 JR X YES 296 22.5 6,567 2,969,011
<br />P-937 082023 08/22/15 73 80 JR X YES 288 22.5 6,334 2,975,346
<br />P-938 082022 08/22/15 69 80 JR X YES 280 22.5 6,020 2,981,365
<br />P-939 254051 08/22/15 69 80 JR X YES 268 22.5 5,916 2,987,281
<br />P-940 252025 08/23/15 64 80 AF X YES 260 22.5 5,708 2,992,990
<br />P-941 082019 08/23/15 64 80 AF X YES 255 22.5 5,551 2,998,541
<br />P-942 082019 08/23/15 64 80 AF X YES 127 22.5 2,738 3,001,279
<br />P-943 242018 08/23/15 64 80 AF X YES 123 22.5 2,687 3,003,966
<br />P-944 242018 08/23/15 66 80 AF X YES 245 22.5 5,404 3,009,369
<br />P-945 242021 08/23/15 66 80 AF X YES 243 22.5 5,294 3,014,664
<br />P-946 242021 08/23/15 70 80 AF X YES 135 22.5 2,931 3,017,594
<br />P-947 241010 08/23/15 70 80 AF X YES 109 22.5 2,353 3,019,947
<br />P-948 241010 08/23/15 70 80 AF X YES 243 22.5 5,305 3,025,252
<br />P-949 241013 08/23/15 70 80 AF X YES 241 22.5 5,327 3,030,579
<br />P-950 241013 08/24/15 55 80 AF X YES 135 22.5 2,904 3,033,483
<br />P-951 242020 08/24/15 55 80 AF X YES 110 22.5 2,365 3,035,848
<br />P-952 242020 08/24/15 60 80 AF X YES 246 22.5 5,285 3,041,133
<br />P-953 254050 08/24/15 60 80 AF X YES 243 22.5 5,258 3,046,391
<br />P-954 254050 08/24/15 60 80 AF X YES 134 22.5 2,942 3,049,333
<br />P-955 244051 08/24/15 60 80 AF X YES 108 22.5 2,297 3,051,630
<br />P-956 244051 08/24/15 60 80 AF X YES 242 22.5 5,293 3,056,923
<br />P-957 244052 08/24/15 62 80 AF X YES 242 22.5 5,302 3,062,225
<br />P-958 244052 08/24/15 62 80 AF X YES 133 22.5 2,933 3,065,158
<br />P-959 241006 08/24/15 62 80 AF X YES 110 22.5 2,383 3,067,542
<br />P-960 241006 08/24/15 64 80 AF X YES 183 22.5 4,139 3,071,680
<br />P-961 241006 08/24/15 66 80 AF X YES 61 22.5 1,169 3,072,849
<br />Note:
<br />Grey text reflects tests/reporting performed within the 9,450' to 9,550' elevation bench footprint
<br />or impending ROC Reports.Page 31 of 56
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