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PERIODIC INSPECTION FORN <br />Stockponda or Sumps <br />INSPECTOR'S NAME: Rev Kare <br />FACILITY CONFIGURATION: Stec ppnd <br />SITE NAME: T-17 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-BO-005 <br />DATE: 03/24/99 <br />DATE LAST INSPECTION: x,/15/98 <br />LOCATION: cWi~cW1~ ce ~ T5N Ra7w <br />LOCATION: 7. t_ mi 88 of Hayden CO <br />OWNER'S REP.: Brad Brown, Gen Mar <br />1. Angle of elope: 3:1 upstream, a:1 downstream Total = 7:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yee o N/A <br /> At natural hillside: Yee N N/A <br /> Over widespread areas: Yee N N/A <br /> From downstream foundation area: Yee ® N/A <br /> "Boils" beneath stream or ponded water: Yee ® N/A <br />3. Cracks or scarps on treat: Yee i~ N/A <br />4. Cracks or scarps on elope: Yee ® N/A <br />5. Sloughing or bulging on elope: Yee ~ N/A <br />6. *Major erosion problems: Yee ® N/A <br />7. Surface movements in valley bottom or on hillside: Yee ~ N/A <br />8. *Eroeion of toe: Yee N/A <br />9. *Water impounded against downstream toe: Yee ~ <br />N N/A <br />10. Existing embankment freeboard: c o mm n e feet <br />11. Increase Decrease in water level: feet <br />12. Cracks, bulging, or erosion on upstream face: Yee ® N/A <br />13. Spillway erosion: Yee ® N/A <br />14. *Clogging <br /> <br /> Spillway channels: Yee ~ N/A <br /> Diversion ditches: Yee No 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 />