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PERIODIC INSPECTION FORM <br />3tockponds or Sumpa <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGORATION: Stockpond <br />SITE NAME: T-22 <br />MINE NAME: Seneca II-W <br />MINE I.D. NO.: C-82-057 <br />DATE: 8/20/2002 <br />DATE LAST INSPECTION: 6/20/2002 <br />LOCATION: SE~SW~, Sec 10, T5N, R88W <br />LOCATION: 6 mi S of Hayden, CO <br />OWNER'S REP.: Greqg Kitchen Gen.Mgr. <br />Circle or write in appropriate response <br />1. Angle of slope: 3.5:1 upstream, 2.5:1 downstream Total = 6:1 N/A <br />2. *Seepage (specify location, color, and approximate volume ) <br /> <br /> At isolated points on embankment slopes: Yes ~ N/A <br /> At natural hillside: Yes ~ N/A <br /> Over widespread areas: Yes N/A <br /> From downstream foundation area: Yes N/A <br /> "Boils" beneath stream or ponded water: Yes o N/A <br />3. Cracks or scarps on crest: Yes N/A <br />9. Cracks or scarps on slope: Yes N/A <br />5. Sloughing or bulging on slope: Yes N/A <br />6. *Maj or erosion problems: Yes N/A <br />7. Surface movements in valley bottom or on hillside: Yes N/A <br />8. *Erosion of toe: Yes N/A <br />9. *Water impounded against downstream toe: Yes N/A <br />10. Existing embankment freeboard: Approximately 3.0 feet <br />11. Increase x Decrease in water level: feet <br />12. Cracks, bulging, or erosion on upstream face: Yes ~ N/A <br />13. Spillway erosion: Yes ,~lc <br />`~ N/A <br />14. *Clogging ~~ <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes ~ N/A <br /> <br />*Ma jor adverse changes in these items could cause instability and should be rep orted to <br />the Engineering Manager and Mine Superintendent for furth er evaluation. Adverse <br />con ditions noted in these items should normally be described (extent, location, volume, <br />etc .) in the space on the back of this sheet. <br />51 <br />