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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-962 241005 08/24/15 66 80 AF X YES 247 22.5 5,399 3,078,249
<br />P-963 245061 08/25/15 60 80 JR X YES 244 22.5 5,224 3,083,473
<br />P-964 245061 08/25/15 60 80 JR X YES 128 22.5 2,799 3,086,272
<br />P-965 241005 08/25/15 60 80 JR X YES 116 22.5 2,495 3,088,767
<br />P-966 245073 08/25/15 60 80 JR X YES 245 22.5 5,377 3,094,145
<br />P-967 245073 08/25/15 64 80 JR X YES 131 22.5 2,814 3,096,959
<br />P-968 246077 08/25/15 64 80 JR X YES 115 22.5 2,478 3,099,437
<br />P-969 246077 08/25/15 64 80 JR X YES 252 22.5 5,407 3,104,844
<br />P-970 245062 08/25/15 66 80 JR X YES 266 22.5 5,793 3,110,637
<br />P-971 245062 08/25/15 68 80 JR X YES 14 20 112 3,110,749
<br />P-972 245062 08/25/15 66 80 JR X YES 97 22.5 2,239 3,112,988
<br />P-973 245060 08/25/15 66 80 JR X YES 162 22.5 3,600 3,116,587
<br />P-974 245060 08/25/15 70 80 JR X YES 208 22.5 4,594 3,121,182
<br />P-975 245067 08/25/15 70 80 JR X YES 42 22.5 928 3,122,110
<br />P-976 245067 08/25/15 70 80 JR X YES 221 22.5 5,302 3,127,412
<br />P-977 245067 08/25/15 70 80 JR X YES 89 22.5 1,974 3,129,385
<br />P-978 244050 08/25/15 70 80 JR X YES 138 22.5 3,018 3,132,403
<br />P-979 245067 08/25/15 70 80 JR X YES 12 22.5 135 3,132,537
<br />P-980 244050 08/25/15 70 80 JR X YES 209 22.5 4,602 3,137,139
<br />P-981 241014 08/25/15 68 80 JR X YES 204 22.5 4,443 3,141,582
<br />P-982 241014 08/25/15 68 80 JR X YES 162 22.5 3,558 3,145,140
<br />P-983 244047 08/25/15 68 80 JR X YES 36 22.5 631 3,145,771
<br />P-984 243040 08/26/15 63 80 JR X YES 244 22.5 3,867 3,149,638
<br />P-985 243040 08/26/15 62 80 JR X YES 129 22.5 2,869 3,152,507
<br />P-986 243035 08/26/15 63 80 JR X YES 111 22.5 2,413 3,154,921
<br />P-987 243035 08/26/15 65 80 JR X YES 168 22.5 3,649 3,158,570
<br />P-988 243035 08/26/15 65 80 JR X YES 49 19 950 3,159,520
<br />P-989 243034 08/26/15 67 80 JR X YES 216 22.5 4,800 3,164,320
<br />P-990 243034 08/26/15 67 80 JR X YES 160 22.5 3,525 3,167,845
<br />P-991 243039 08/26/15 67 80 JR X YES 43 22.5 904 3,168,750
<br />P-992 243039 08/26/15 67 80 JR X YES 188 22.5 4,168 3,172,918
<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 32 of 56
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