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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-621 072031 07/22/15 71 80 MT X YES 29 13 213 1,995,368
<br />P-622 072031 07/22/15 71 80 MT X YES 108 22.5 2,302 1,997,670
<br />P-623 072031 07/22/15 71 80 MT X YES 83 22.5 1,780 1,999,450
<br />P-624 072031 07/22/15 71 80 MT X YES 57 22 570 2,000,020
<br />P-625 072030 07/22/15 71 80 MT X YES 6 22.5 65 2,000,085
<br />P-626 072030 07/22/15 71 80 MT X YES 5 2 2 2,000,087
<br />P-627 067029 07/23/15 74 80 CS X YES 223 22.5 4,918 2,005,005
<br />P-628 067029 07/23/15 74 80 CS X YES 56 11.25 676 2,005,681
<br />P-629 067083 07/23/15 74 80 CS X YES 252 22.5 5,559 2,011,240
<br />P-630 072029 07/23/15 74 80 CS X YES 105 22.5 2,436 2,013,676
<br />P-631 067083 07/23/15 75 80 CS X YES 132 22.5 2,846 2,016,522
<br />P-632 071001 07/23/15 75 80 CS X YES 92 22.5 1,994 2,018,516
<br />P-633 073035 07/23/15 75 80 CS X YES 347 22.5 7,712 2,026,228
<br />P-634 073035 07/23/15 75 80 CS X YES 38 22.5 723 2,026,951
<br />P-635 073037 07/23/15 75 80 CS X YES 307 22.5 6,498 2,033,450
<br />P-636 065051 07/24/15 65 80 AF X YES 342 22.5 7,627 2,041,077
<br />P-637 067076 07/24/15 65 80 AF X YES 376 22.5 8,272 2,049,349
<br />P-638 065057 07/24/15 65 80 AF X YES 381 22.5 8,283 2,057,632
<br />P-639 065050 07/24/15 66 80 AF X YES 381 22.5 8,275 2,065,907
<br />P-640 065055 07/24/15 74 80 AF X YES 383 22.5 8,227 2,074,134
<br />P-641 065058 07/24/15 74 80 AF X YES 386 22.5 8,263 2,082,397
<br />P-642 065054 07/24/15 74 80 AF X YES 12 12 292 2,082,689
<br />P-643 065055 07/24/15 75 80 AF X YES 15 5 67 2,082,755
<br />P-644 065054 07/24/15 75 80 AF X YES 344 22.5 7,316 2,090,071
<br />P-645 065056 07/24/15 74 80 AF X YES 339 22.5 7,352 2,097,424
<br />P-646 066072 07/27/15 69 80 AF X YES 338 22.5 7,304 2,104,728
<br />P-647 067080 07/27/15 69 80 AF X YES 338 22.5 7,045 2,111,773
<br />P-648 066074 07/27/15 70 80 AF X YES 344 22.5 7,473 2,119,247
<br />P-649 066074 07/27/15 70 80 AF X YES 32 22.5 656 2,119,903
<br />P-650 066073 07/27/15 68 80 AF X YES 328 22.5 7,063 2,126,966
<br />P-651 087111 07/27/15 70 80 AF X YES 371 22.5 8,284 2,135,250
<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 21 of 56
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