Laserfiche WebLink
PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Michael Altavilla <br />FACILITY CONFIGURATION: ~ n. pond <br />SITE NAME: T-15 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-BD-DOS <br />DATE : 09 /Z~9 9 <br />DATE LAST INSPECTION: 06/29/99 <br />LOCATION: ~F'gNwit ~ T5N R87w <br />LOCATION: 7.1 mi SR of Haydn CO <br />OWNER'S REP.: Rrad Brown C.Pn Mgt <br />1. Anqle of elope: 3:1 upstream, a:1 downstream Total 6:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> <br />At isolated points on embankment elopes: <br />Yes /~~ <br />~~rvo/ <br />N/A <br /> At natural hillside: Yes (~~I9~/ N/A <br /> <br /> Over widespread areas: Yea ~ N/A <br /> From downstream foundation area: Yes ® N/A <br /> "Boils" beneath stream or ponded water: Yee ~ N/A <br />3. Cracks or scarps on crest: Yee ® N/A <br />4. Cracks or scarps on elope: Yee ~. N/A <br />5. Sloughing or bulging on elope: Yes ~ N/A <br />6. *Major erosion problems: Yes ~o 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: Yee ~o N/A <br />10. Existing embankment freeboard: Annroximately -3- feet <br />11. II3Cred9e DECrea9B in water level: No chan()e feet <br />12. Cracks, bulging, or erosion on upstream face: Yee ~ N/A <br />13. Spillway erosion: Yee ® 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 />ate.) in the apace on the back of this sheet. <br />