Laserfiche WebLink
PSRIODIC INSPECTION P0RD7 <br />Stockpoads or Sumps <br />INSPECTOR'S NAME: Ao~Kare <br />FACILITY CONFIGURATION: ~ o Pend <br />SITE NAME: T-5 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-80-005 <br />DATE: 03/24/99 <br />DATE LAST INSPECTION: 12/15/98 <br />LOCATION: ~W'+NF"k amt t T5N R87W <br />LOCATION: 7.1 mi S6 of Ra en, CO <br />OWNER'S REP.: Rrad 8rewn ten M~ <br />1. Angle of elope: 2c1 upstream, 4:1 downstream Total = 6e1 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® N/A <br /> Over widespread areas: Yee N~ N/A <br /> From downstream foundation area: Yee ~ N/A <br /> "Boils" beneath stream or ponded water: Yee ~ N/A <br />3. Cracks or scarps on treat: Yes ~ N/A <br />4. Cracks or scarps on elope: Yee ~ N/A <br />5. Sloughing or bulging on slope: Yee i~ N/A <br />6. *Major erosion problems: Yee ® N/R <br />7. Surface movements in valley bottom or on hillside: Yee ®o N/A <br />S. *Eroeion of toe: Yes ~o N/A <br />9. *Water impounded against downstream toe: Yes ~ N/A <br />10. Existing embankment freeboard: approximately ~ feet <br />11. ~ Increase Decrease in water level: ~ feet <br />12. Cracks, bulging, or erosion on upstream face: Yee ~c N/A <br />13. Spillway erosion: Yee ~ N/A <br />14. *Clogging <br /> <br /> Spillway channels: Yee N/A <br /> Diversion ditches: Yee ~ <br />No 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 />