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PERIODIC INSPECTION FORN <br />stockponds or Sumps <br />INSPECTOR'S NAME: BOy Raro <br />FACILITY CONFIGURATION: ~ o pond <br />SITE NAME: T-2 <br />MINE NAME: Seneca It-W <br />MINE I.D. NO.: - C-82-057 <br />DATE: 09/30/98 <br />DATE LAST INSPECTION: 05/12/98 <br />LOCATION: Nwi~cwi~ Sec 22 TSN R88W <br />LOCATION: 8 mi S of Hayden Co <br />OWNER'S REP.: Brad Hrown Can Mq~ <br />1. Angle of elope: 3.3:1 upstream, 2.3:1 downstream Total = 5 .6.1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> <br /> At isolated points on embankment elopes: Yes ~ N/A <br /> <br /> At natural hillside: Yes N~ N/A <br /> Over widespread areas: Yes ~ N/A <br /> From downstream foundation area: Yee ® N/A <br /> "Boils" beneath stream or ponded water: Yee No N/A <br />3. Cracks or scarps on treat: Yee No N/A <br />4. Cracks or scarps on elope: Yee ® N/A <br />5. Sloughing or bulging on elope: Yee 1~ N/A <br />6. *Major erosion problems: Yea NO N/A <br />7. Surface movements in valley bottom or on hillside: Yea N® N/A <br />8. *Erosion of toe: Yee ® N/A <br />9. *Water impounded against downstream toe: Yes ~ N/A <br />10. Existing embankment freeboard: Aonroximately 6.9 feet <br />11. Increase Decrease in water level: Ho change feet <br />12. Cracks, bulging, or erosion on upstream face: Yes No N/A <br />13. Spillway erosion: Yee ® N/A <br />14. *Clogging <br /> Spillway channels: Yea 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 />etc.) in the apace on the back of this sheet. <br />