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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-1270 233039 09/24/15 64 80 AF X YES 29 22.5 658 4,056,465
<br />P-1271 233039 09/24/15 65 80 AF X YES 50 22.5 1,160 4,057,625
<br />P-1272 233039 09/24/15 68 80 AF X YES 272 22.5 6,396 4,064,021
<br />P-1273 234046 09/24/15 68 80 AF X YES 7 22.5 163 4,064,184
<br />P-1274 234054 09/24/15 62 80 AF X YES 311 22.5 6,780 4,070,963
<br />P-1275 234049 09/24/15 62 80 AF X YES 318 22.5 7,151 4,078,114
<br />P-1276 234049 09/25/15 55 80 JR X YES 47 22.5 1,074 4,079,189
<br />P-1277 234054 09/25/15 55 80 JR X YES 59 22.5 1,350 4,080,539
<br />P-1278 067080 09/25/15 58 80 JR X YES 35 22.5 792 4,081,331
<br />P-1279 237098 09/25/15 58 80 JR X YES 29 22.5 630 4,081,961
<br />P-1280 241001 09/25/15 58 80 JR X YES 35 22.5 765 4,082,726
<br />P-1281 065054 09/25/15 59 80 JR X YES 36 22.5 797 4,083,523
<br />P-1282 241002 09/25/15 60 80 JR X YES 32 22.5 696 4,084,218
<br />P-1283 082020 09/25/15 62 80 JR X YES 26 22.5 552 4,084,771
<br />P-1284 241006 09/25/15 68 80 JR X YES 20 22.5 426 4,085,196
<br />P-1285 082026 09/25/15 68 80 JR X YES 13 22.5 193 4,085,389
<br />P-1286 233040 09/25/15 68 80 JR X YES 251 22.5 5,494 4,090,883
<br />P-1287 233040 09/25/15 68 80 JR X YES 82 22.5 1,733 4,092,616
<br />P-1288 233035 09/25/15 64 80 JR X YES 332 22.5 7,233 4,099,849
<br />P-1289 235072 09/25/15 74 80 JR X YES 309 22.5 6,741 4,106,590
<br />P-1290 233041 09/25/15 74 80 JR X YES 63 22.5 1,404 4,107,995
<br />P-1291 235066 09/25/15 74 80 JR X YES 37 22.5 817 4,108,811
<br />P-1292 235066 09/25/15 68 80 JR X YES 84 22.5 1,859 4,110,671
<br />P-1293 235066 09/25/15 72 80 JR X YES 92 22.5 2,042 4,112,713
<br />P-1294 235066 09/25/15 72 80 JR X YES 99 22.5 2,181 4,114,894
<br />P-1295 235066 09/25/15 72 80 JR X YES 52 22.5 1,139 4,116,033
<br />P-1296 235068 09/25/15 64 80 JR X YES 56 22.5 1,239 4,117,272
<br />P-1297 235068 09/25/15 69 80 JR X YES 117 22.5 2,540 4,119,812
<br />P-1298 235068 09/25/15 62 80 JR X YES 126 22.5 2,713 4,122,524
<br />P-1299 235068 09/25/15 62 80 JR X YES 37 22.5 784 4,123,308
<br />P-1300 233040 09/25/15 64 80 JR X YES 40 22.5 898 4,124,206
<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 42 of 56
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