Laserfiche WebLink
PERIODIC INSPECTION FORM <br />Stockpoads or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: _Stoc pond <br />SITE NAME: T-2 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-RO-005 <br />DATE: 09/2R~98 <br />DATE LAST INSPECTION: 05/12/9H <br />LOCATION: SE}SW~ Sec 2 TSN R87W <br />LOCATION: 7.1 mi SE of Hayden, CO <br />OWNER'S REP.: Srad Brown, Gen Maw <br />1. Angle of elope: 2:1 upstream, 2.75:1 downstream Total = 4.75 :1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yee 7~ N/A <br /> <br /> At natural hillside: Yes ® N/A <br /> <br /> Over widespread areas: Yee ~ N/A <br /> From downstream foundation area: Yes ~~ <br />~[vo) N/A <br /> "Boils" beneath stream or ponded water: Yes No N/A <br />3. Cracks or scarps on treat: Yee No N/A <br />4. Cracks or scarps on elope: Yes No N/A <br />5. Sloughing or bulging on elope: Yee ~b <br />l N/A <br />6. *Major erosion problems: Yee j„~~ N/A <br />7. Surface movements in valley bottom or on hillside: Yee ~ N/A <br />8. *Eroeion of toe: Yee ,,cc~~ N/A <br />9. *Water impounded against downstream toe: Yes ~ <br />o N/A <br />10. Existing embankment freeboard: An~nrnximately ~~ feet <br />11. Increase ~ Decrease in water level: O.5 feet <br />12. Cracks, bulging, or erosion on upstream face: Yee No N/A <br />13. Spillway erosion: Yee NO N/A <br />14. *Clogging <br /> Spillway channels: Yes 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 space on the back of this sheet. <br />