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PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: Stockpond <br />SITE NAME: T-3 <br />MINE NAME: Seneca II-W <br />MINE I.D. NO.: C-82-057 <br />DATE: / l Od <br />DATE LAST I SPE TION: <br />LOCATION: NWl/4SEY4, Sec 22 , TSN, R88W <br />LOCATION: 8 mi S of Hayden, CO <br />OWNER'S REP.: -Gregg Kitchen Gen.Mar. <br />Circle or write in approximate response <br />1. Angle of slope: 4.3:1 upstream, 2.9:1 downstream <br />2. *Seepage (specify location, color, and approximate volume) <br />At isolated points on embankment slopes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />3. Cracks or scarps on crest: <br />4. Cracks or scarps on slope: <br />5. Sloughing or bulging on slope: <br />6. *Major erosion problems: <br />7. Surface movements in valley bottom or on hillside: <br />8. *Erosion of toe: <br />9. *Water impounded against downstream toe: <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes N N/A <br /> <br />10. Existing embankment freeboard: .r <br />feet <br />11. Increase Decrease in water level: f t <br />12. Cracks, bulging, or erosion on upstream face: Yes N/A <br />13. Spillway erosion: Yes No N/A <br />14. *Clogging <br />Spillway channels: Yes No N/A <br />Diversion ditches: Yes No N/A <br />*Major adverse changes in these items could cause instability and should be reported <br />to the Engineering Manager and Mine Superintendent for further evaluation. Adverse <br />conditions noted in these items should normally be described (extent, location, <br />volume, etc.) in the space on the back of this sheet. <br />Total = 7.2:1 N/A <br />Comments: / FT 41 0