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PERIODIC IMBPECTIOM FOAM <br />8tockponds or Bu~p~ <br />INSPECTOR'S NAME: $qv xa ra <br />FACILITY CONFIGURATION: stoc need <br />SITE NAMES T-31 <br />MINE NAME: Seneca ii <br />MINE I.D. NO.: c-eo-005 <br />DATE: 06/29!99 <br />DATE LAST INSPECTION: 03/2 ~,9 <br />LOCATION: x ~~NW'k a,~t Trjg, R&7W <br />LOCATION: 7.7 mi &E of Hayden Go <br />OWNSR'S REP.: Brad Brown. Gen MQr <br />1. Angle of elope: upstream, downstream Total = 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: Yee ~ N/A <br /> Over widespread areas: Yee N/A <br /> <br /> From downstream foundation area: Yee ~ N/A <br /> /~ <br />/~- <br /> "Boils" beneath stream or ponded water: Yee C~(.oJ N/A <br />3. Cracks Or scarps on treat: Yee ~d N/A <br />4. Cracks or ecarpa on elope: Yee 1~/ N/A <br />5. Sloughing or bulging on elope: Yee ~ N/A <br />6. *Major erosion problems: Yee ® N/A <br />7. Surface movements in valley bottom or on hillside: Yee ~ N/A <br />S. *Erosion of toe: Yea ~ N/A <br />9. *Water impounded against downstream toe: Yee ® N/A <br />10. Existing embankment freeboard: Approximately _~ feet <br />11. Increase Decrease in water level: xo enanap feet <br />12. Cracks, bulging, or erosion on upstream face: Yee ~l N/A <br />13. Spillway erosion: Yee ~ N/A <br />14. *Clogginq <br /> Spillway channels: Yee N/A <br /> Diversion ditches: Yee ~ 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 />