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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 <br />MINE I.D. NO.: C-BO-DD5 <br />DATE: 09/?4~, 7 <br />DATE LAST INSPECTION: 06 4/97 <br />LOCATION: ~~a~~a Sec 11 TS ~ R87W <br />LOCATION: 7.1 mi S o Hayden C!O <br />OWNER' S REP.: Brad Brown,_ Gen~o~_ <br />1. Angle of elope: 4:1 upstream, a:l downstream Total = 8:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yee ~ N/A <br /> At natural hillside: Yee ~ N/A <br /> Over widespread areas: Yee ~l N/A <br /> From downstream foundation area: Yee J~ N/A <br /> "Boils" beneath stream or ponded water: Yee ~ 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 elope: Yea ® N/A <br />6. *Maj or erosion problems: Yee ® N/A <br />7. Surface movements in valley bottom or on hillside: Yes ~ N/A <br />8. *Eroeion of toe: Yes ~ N/A <br />9. *Water impounded against downstream toe: Yes ~ N/A <br />10. Existing embankment freeboard: A= nrox imatel~ ~_ feet <br />11. ~L- Increase Decrease in water level: -Z feet <br />12. Cracks, bulging, or erosion on upstream face: Yee ® N/A <br /> <br />13. Spillway erosion: Yes ® N/A <br />14. *Clogging <br /> <br />Spillway channels: <br />Yee ~~^^11 <br />~ <br />N/A <br /> Diversion ditches: Yes o 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 />