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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-993 243039 08/26/15 67 80 JR X YES 137 22.5 3,078 3,175,996
<br />P-994 245065 08/26/15 67 80 JR X YES 37 22.5 784 3,176,780
<br />P-995 245065 08/26/15 67 80 JR X YES 161 22.5 3,553 3,180,334
<br />P-996 245065 08/26/15 67 80 JR X YES 149 22.5 3,205 3,183,538
<br />P-997 245066 08/26/15 64 80 JR X YES 137 22.5 3,089 3,186,627
<br />P-998 245066 08/26/15 64 80 JR X YES 125 22.5 2,780 3,189,407
<br />P-999 245066 08/26/15 64 80 JR X YES 113 22.5 2,441 3,191,849
<br />P-1000 244045 08/26/15 65 80 JR X YES 75 22.5 1,602 3,193,451
<br />P-1001 244045 08/26/15 65 80 JR X YES 21 15 316 3,193,766
<br />P-1002 244045 08/26/15 65 80 JR X YES 88 22.5 1,951 3,195,717
<br />P-1003 244045 08/26/15 65 80 JR X YES 37 23.75 1,081 3,196,798
<br />P-1004 244045 08/26/15 65 80 JR X YES 14 16 151 3,196,949
<br />P-1005 245065 08/26/15 65 80 JR X YES 16 13 185 3,197,134
<br />P-1006 244045 08/27/15 57 80 JR X YES 49 22.5 1,099 3,198,234
<br />P-1007 244045 08/27/15 57 80 JR X YES 34 22.5 793 3,199,026
<br />P-1008 242022 08/27/15 57 80 JR X YES 56 22.5 1,239 3,200,265
<br />P-1009 242022 08/27/15 57 80 JR X YES 132 22.5 2,991 3,203,256
<br />P-1010 242022 08/27/15 58 80 JR X YES 151 22.5 3,312 3,206,567
<br />P-1011 245069 08/27/15 58 80 JR X YES 24 22.5 514 3,207,081
<br />P-1012 245069 08/27/15 56 80 JR X YES 218 22.5 4,850 3,211,932
<br />P-1013 245069 08/27/15 58 80 JR X YES 133 22.5 2,984 3,214,916
<br />P-1014 242022 08/27/15 55 80 JR X YES 18 16 304 3,215,220
<br />P-1015 244046 08/27/15 57 80 JR X YES 116 22.5 2,679 3,217,899
<br />P-1016 244046 08/27/15 58 80 JR X YES 195 22.5 4,206 3,222,105
<br />P-1017 244045 08/27/15 58 80 JR X YES 19 22.5 433 3,222,538
<br />P-1018 244046 08/27/15 65 80 JR X YES 67 22.5 1,429 3,223,967
<br />P-1019 245068 08/27/15 59 80 JR X YES 291 22.5 6,414 3,230,381
<br />P-1020 244058 08/27/15 57 80 JR X YES 227 22.5 5,001 3,235,381
<br />P-1021 244058 08/28/15 48 80 AF X YES 75 22.5 1,468 3,236,850
<br />P-1022 241008 08/28/15 51 80 AF X YES 227 22.5 4,975 3,241,825
<br />P-1023 241008 08/28/15 51 80 AF X YES 72 22.5 1,450 3,243,275
<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 33 of 56
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