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PBRIODIC INSPBCTION FORN <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Acv Karo <br />FACILITY CONFIGURATION: stoc Bond <br />SITE NAME: T-1 <br />MINE NAME: Seneca II-W <br />MINE I.D. NO.: c-B2-057 <br />DATE: 09/30/9A <br />DATE LAST INSPECTION: OS/~/48 <br />LOCATION: SW'~SES. Sec 16 TSN RBBW <br />LOCATION: 8 mi c of Haydgn, CO <br />OWNER'S REP.: Brad Arown, Gen Mqr <br />1. Angle of elope: 3:1 upstream, 3:1 downstream Total = 6:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yea ~ N/A <br /> At natural hillside: Yee ~ N/A <br /> Over widespread areas: Yes N® N/A <br /> From downstream foundation area: Yes ~ N/A <br /> "Boils" beneath stream or ponded water: Yes ~ N/A <br />3. Cracks or scarps on crest: Yes ® N/A <br />4. Cracks or scarps on elope: Yes ~ N/A <br />5. Sloughing or bulging on elope: Yee ® N/A <br />6. *Major erosion problems: Yea ®o N/A <br />7. Surface movements in valley bottom or on hillside: Yee )~ N/A <br />B. *Erosion of toe: Yea ® N/A <br />9. *Water impounded against downstream toe: Yee ~ N/A <br />10. Existing embankment freeboard: Ao~oroximately! 3.0 feet <br />11. Increase Decrease in water level: No change feet <br />12. Cracks, bulging, or erosion on upstream face: Yee ~ N/A <br />13. Spillway erosion: Yee ~ N/A <br />14. *Clogging <br /> Spillway channels: Yee ~ N/A <br /> D ivereion ditches: Yee 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 />