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PBRIODIC INBPBCTION PORN <br />Stockpoada or Buupe <br />INSPECTOR'S NAME: Micheal Altavitta <br />FACILITY CONFIGURATION: Stoc and <br />SITE NAME: T-2 <br />MINE NAME: 3 naca TT~W <br />MINE I.D. NO.: c-82-D57 <br />DATE: 06/29/99 <br />DATE LAST INSPECTION: 03/24/99 <br />LOCATION: Nw3lew~r cec 22 TSN ReRw <br />LOCATION: 8 mi S of Heydan CO <br />OWNER'S REP.: Brad Brown Gen MQr <br />1. Angle Of elope: 3.3:1 upstream, 2.3:1 downstream Total = 5 .6:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yae 1~ N/A <br /> At natural hillside: Yee ~ N/A <br /> Over widespread areas: Yee ~No N/A <br /> From downstream foundation area: Yee ~) <br />N N/A <br /> "Boils" beneath stream or ponded water: Yee ~~~ <br />+++-- N/A <br />3. Cracks or ecazpe on crest: Yee N/A <br />4. Cracks or scarps on elope: Yee o N/A <br />5. Sloughing or bulging on elope: Yee N N/A <br />6. •Major erosion problems: Yee ~ N/A <br />7. Surface movements in valley bottom or on hillside: Yee N~ N/A <br />S. *Eroeion of toe: Yee ~b~ N/A <br />9. *Water impounded against downstream toe: Yee ~ N/A <br />10. Existing embankment freeboard: A~nroxlmately 6.9 feet <br />11. Increase Decrease in water level: ND chanyB feet <br /> <br />12. Cracks, bulging, or erosion on upstream face: Yee ('y' N/A <br />13. 6pillway erosion: Yee lto) <br />~/ N/A <br />14. *Clogging <br /> Spillway channels: Yee N/A <br /> Diversion ditches: Yee ~ <br />~ o N/A <br />*Major adverse changes in these items could cause instability and should be reported to <br />the Engineering Manager and Mine Superintendent for further evaluation. Adverse <br />conditions noted in these items should normally be described (extent, location, volume, <br />etc.) in the apace on the back of this sheet. <br />