Laserfiche WebLink
PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy_Karo <br />FACILITY CONFIGURATION: Stockgond <br />SITE NAME: T-7 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-RO-005 <br />DATE: 09~24~97 <br />DATE LAST INSPECTION: 06/24~~7 <br />LOCATION: ._NESI S~^'S1-, Sec i 2 TSN. R87W <br />LOCATION: 7.1 mi SE of Hayden, CO <br />OWNER'S REP.: Rrad Brown, (=Pn Mgr <br />1. Angle of elope: 2.5:1 upstream, 3:1 downstream Total = 5 i; L N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yes irn of N/A <br /> At natural hillside: Yea ® N/A <br /> Over widespread areas: Yea ~ N/A <br /> From downstream foundation area: Yea ~ N/A <br /> "Boils" beneath stream or ponded water: Yes ® N/A <br /> <br />3. Cracks or scarps on crest: Yes ~ N/A <br />4. Cracks or scarps on elope: Yee ~ N/A <br />5. Sloughing or bulging on elope: 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 />8. *Eroeion of toe: Yea ® N/A <br />9. *Water impounded against downstream toe: Yes ~ N/A <br />10. Existing embankment freeboard: approximately _2._ feet <br />11. Increase Decrease in water level: No change feet <br />12. Cracks, bulging, or erosion on upstream face: Yes ~ N/A <br />13. Spillway erosion: Yea ~o <br />lJ N/A <br />14. *Clogging <br /> Spillway channels: Yee N/A <br /> Diversion ditches: Yes ~ <br />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 />