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PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: Stocknond <br />SITE NAME: _ T-8 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-80-005 <br />DATE: 09/24/97 <br />DATE LAST INSPECTION: 06/24/97 <br />LOCATION: NE SW~ Sec 12 TSN, R67W <br />LOCATION: 7.1 mi _CE of Hyvden, CO <br />OWNER'S REP.: Brad Browp, Gen Mar <br />1. Angle of elope: 3:1 upstream, 3.5:1 downstream Total = 6.5:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yes ~ N/A <br /> At natural hillside: Yee N® N/A <br /> Over widespread areas: Yee ~ N/A <br /> From downet ream foundation area: Yee ~ N/A <br /> "Boils" beneath stream or ponded water: Yea ~ N/A <br />3. Cracks or scarps on crest: Yes ~ N/A <br />4. Cracks or scarps on slope: Yes ® N/A <br />5. Sloughing or bulging on slope: Yee ~ N/A <br />6. *Major erosion problems: Yes ® N/A <br />7. Surface movements in valley bottom or on hillside: Yee ® N/A <br />B. *Erosion of toe: Yes ~ N/A <br />9. *Water impounded against downstream toe: Yee ~ N/A <br />10. Existing embankment freeboard: Annroximately ~ feet <br />11. Increase Decrease in water level: No chance feet <br />12. Cracks, bulging, or erosion on upstream face: _ Yee ~ N/A <br />13. Spillway erosion: Yes ,, <br />i~NO/ <br />~~ N/A <br />14. *Clogging <br /> Spillway channels: Yee ~ N/A <br /> Diversion ditches: Yee 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 space on the back of this sheet. <br />