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PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: M' ha 1 A7 avilla <br />FACILITY CONFIGURATION: Stoc pond <br />SITE NAME: T-26 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: r-RO-005 <br />DATE: 09/22/99 <br />DATE LAST INSPECTION: 069/99 <br />LOCATION: sw}~~, air 22 ,_7'SN R87w <br />LOCATION: 7.1 m; SF of j~yden, Co <br />OWNER'S REP.: Brad Brown Gen Mqr <br />1. Angle of elope: ?:1 upstream, 4:i downstream Total = 7:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yea ~ N/A <br /> At natural hillside: Yes No N/A <br /> Over widespread areas: Yes No N/A <br /> From downet ream foundation area: Yee ~ N/A <br /> "Boils" beneath stream or ponded water: Yes ~ N/A <br />3. Cracks or ecarpe on crest: Yee ~ N/A <br />4. Cracks or ecarpe on elope: Yes ~ N/A <br />5. Sloughing or bulging on elope: Yes ~ N/A <br />6. *Major erosion problems: Yee ~ N/A <br />7. Surface movements in valley bottom or on hillside: Yes ~ N/A <br />8. *Erosion of toe: Yee Io <br />~ N/A <br />9. *Water impounded against downstream toe: Yee ~ N/A <br />10. Existing embankment freeboard: Agp ox+ma ~y ~ feet <br />11. Increase Decrease in Water level: No chance feet <br />12. Cracks, bulging, or erosion on upstream face: Yes ~ N/A <br />13. Spillway erosion: Yee p7~1 <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 apace on the back of this sheet. <br />