Laserfiche WebLink
<br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: Stoc pond <br />SITE NAME: T-24 <br />MINE NAME: ceneca II-W <br />MINE I.D. NO.: C-82-057 <br />DATE: 12~22~97 <br />DATE LAST INSPECTION: 09/25/97 <br />LOCATION: SW'ZNE~ Sec 9 TSN R88W <br />LOCATION: 8 m; e o Hayden,_(`O <br />OWNER'S REP.: Brad Brown ~Pn M9~~ <br />1. Angle of elope: ?.9:1 upstream, 4.6:1 downstream Total = 8 .5:1 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: Yes ~ N/A <br /> Over widespread areas: Yee No N/A <br /> From downstream foundation area: Yes No N/A <br /> "Boils" beneath stream or ponded water: Yes ~ N/A <br />3. Cracks or scarps on crest: Yea ©° N/A <br />4. Cracks or scarps on slope: Yes NO N/A <br />5. Sloughing or bulging on slope: Yes ~ 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: Yes ~ N/A <br />9. *Water impounded against downstream toe: Yea ~ N/A <br />10. Existing embankment freeboard: Annroximately 6.2 feet <br />11. Increase ~ Decrease in water level: 1.0 feet <br />12. Cracks, bulging, or erosion on upstream face: Yea ~ N/A <br />13. Spillway erosion: Yee ~ N/A <br />14. *Clogging <br /> Spillway channels: Yea N/A <br /> Diversion ditches: Yea ~ <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 space on the back of this sheet. <br />