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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-1487 365061 10/16/15 43 80 AF X YES 124 22.5 2,654 4,713,036 <br />P-1488 352027 10/16/15 45 80 AF X YES 122 22.5 2,738 4,715,775 <br />P-1489 352027 10/16/15 43 80 AF X YES 249 22.5 5,425 4,721,200 <br />P-1490 352025 10/16/15 50 80 AF X YES 245 22.5 5,289 4,726,489 <br />P-1491 352025 10/16/15 51 80 AF X YES 124 22.5 2,751 4,729,240 <br />P-1492 352030 10/16/15 50 80 AF X YES 121 22.5 2,647 4,731,887 <br />P-1493 352030 10/16/15 56 80 AF X YES 246 22.5 5,414 4,737,301 <br />P-1494 347083 10/16/15 56 80 AF X YES 246 22.5 5,318 4,742,620 <br />P-1495 347083 10/16/15 60 80 AF X YES 127 22.5 2,767 4,745,387 <br />P-1496 365075 10/16/15 61 80 AF X YES 118 22.5 2,566 4,747,952 <br />P-1497 365075 10/16/15 57 80 AF X YES 250 22.5 5,370 4,753,322 <br />P-1498 352019 10/16/15 56 80 AF X YES 251 22.5 5,435 4,758,757 <br />P-1499 352019 10/16/15 55 80 AF X YES 117 22.5 2,590 4,761,347 <br />P-1500 362013 10/16/15 56 80 AF X YES 74 22.5 1,623 4,762,970 <br />P-1501 362013 10/16/15 56 80 AF X YES 56 22.5 1,146 4,764,116 <br />P-1502 362013 10/16/15 57 80 AF X YES 230 22.5 5,056 4,769,172 <br />P-1503 362014 10/16/15 57 80 AF X YES 225 22.5 4,755 4,773,927 <br />P-1504 362014 10/17/15 66 80 DW X YES 7 22.5 110 4,774,037 <br />P-1505 362014 10/17/15 66 80 DW X YES 152 22.5 3,265 4,777,303 <br />P-1506 396076 10/17/15 66 80 DW X YES 51 22.5 1,110 4,778,412 <br />P-1507 396076 10/17/15 66 80 DW X YES 200 22.5 4,162 4,782,575 <br />P-1508 396076 10/17/15 66 80 DW X YES 7 22.5 85 4,782,660 <br />P-1509 396076 10/17/15 65 80 DW X YES 124 22.5 2,616 4,785,276 <br />P-1510 396074 10/17/15 65 80 DW X YES 56 22.5 1,198 4,786,475 <br />P-1511 396074 10/17/15 64 80 DW X YES 103 22.5 2,792 4,789,267 <br />P-1512 396074 10/17/15 62 80 DW X YES 78 22.5 724 4,789,991 <br />P-1513 396071 10/17/15 60 80 DW X YES 18 22.5 348 4,790,339 <br />P-1514 396074 10/17/15 62 80 DW X YES 132 22.5 2,883 4,793,222 <br />P-1515 396071 10/17/15 60 80 DW X YES 141 22.5 3,018 4,796,240 <br />P-1516 396074 10/17/15 58 80 DW X YES 4 22.5 67 4,796,307 <br />P-1517 396071 10/17/15 57 80 DW X YES 128 22.5 2,817 4,799,124 <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 49 of 56